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Item 07 179th Street Apartments
City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: November 9, 2022 Subject: Packet Material for the November 17, 2022 Planning Commission Meeting Agenda Item: 1) Preliminary plat of two lots to be known as 179th Street Apartments. 2) Conditional use permit for a multiple family use in the M-2, Mixed Use Cedar Corridor District. Action Deadline: January 4, 2023 BACKGROUND TE Miller Development has applied for a preliminary plat to be known as 179th Street Apartments. A conditional use permit application has also been submitted for a 243-unit multiple family apartment building on Lot 2, Block 1 of the 179th Street Apartments plat. The plat area is 31.8 acres and includes two development lots and three outlots and will be known as 179th Street Apartments. The 179th Street Apartments preliminary plat is located south of 179th Street (future CSAH 9) and east of Cedar Avenue (CSAH 23). An application has been submitted by Affinity at Lakeville, LLC for a conditional use permit for a 174-unit age-restricted multiple family apartment building on Lot 1, Block 1. A public hearing for the CUP will be held at the December 1, 2022 Planning Commission meeting. The 179th Street Apartments preliminary plat plans have been distributed to Engineering Division and Parks and Recreation Department staff, the Parks, Recreation and Natural Resources Committee, and the Dakota County Plat Commission. EXHIBITS A. Site Location Map B. Zoning Map C. Land Title Survey 2 D. Preliminary Plat E. Overall Site Plan F. 179th Street Apartment Site Plans (3 pages) G. Grading Plans (3 pages) H. Utility Plan I. Overall Landscape Plan J. Landscape Plan Details (3 pages) K. SWPPP Plans – Overall and Proposed Conditions (2 pages) L. Floor Plans (3 pages) M. Building Elevation Plans (2 pages) N. Building Height Measurements O. Building Perspectives (2 pages) P. Photometric Plan Q. 179th Street Proof of Parking Study R. Plat Commission Letter, dated October 27, 2022 PLANNING A NALYSIS PRELIMINARY PLAT Existing Conditions. The property is currently undeveloped and has been previously farmed. Adjacent Land Uses. Adjacent land uses and zoning are as follows: North – 179th Street, Crossroads shopping center (PUD) East – Glacier Way, Cordelia townhomes (RM-3) South – Edison at Avonlea apartments (PUD) West – Cedar Ave (CSAH 23), Central Maintenance Facility (P/OS) Consistency with the Capital Improvement Plan (CIP). Sanitary sewer and water improvements for the 179th Street Apartments plat area will be financed and constructed by the developer. These development costs associated with the 179th Street Apartments development are not programmed in the 2022 – 2026 CIP. Premature Subdivision Criteria. A preliminary plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and fire protection). The other pertinent criteria pertain to inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of the 179th Street Apartments preliminary plat against these criteria finds that it is not a premature subdivision. 3 Density. The 179th Street Apartments preliminary plat consists of two lots and two future development outlots on 31.8 acres. The proposed 243 unit apartment building proposed for Lot 2, Block 1 results in a net density of 22.21 units per acre. Lot Requirements. The following minimum requirements for multi-family apartment building setbacks in the M-2 District pertain to the 179th Street Apartments preliminary plat: Front Yard Rear Yard Side Yard M-2 10 feet 10 feet 10 feet Proposed building setbacks meet Zoning Ordinance requirements. The M-2 District requires at least 1,675 square feet of net lot area per unit. Lot 1, Block 1 has a lot size of 292,582 square feet (6.7 acres) which is 1,681 square feet per unit for a 174-unit age-restricted apartment building. Lot 2, Block 1 has a lot size of 407,025 square feet (9.34 acres) which is 1,675 square feet per unit for the 243-unit apartment building. Both lots meet the minimum lot area per unit requirement of the M-2 District. Streets. The following is a summary of streets adjacent to or proposed with the 179th Street Apartments preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated November 9, 2022. 179th Street (future CSAH 9) – 179th Street is located north of the property, is classified as a minor arterial in the Comprehensive Transportation Plan and requires a total of 150 feet of right-of-way. The preliminary plat must be modified to show an additional 15 feet of south half right of way dedication along the north plat boundary for 179th Street. At the time that Outlots A and B are platted into lots and blocks, the developer will be required to construct a 10-foot-wide bituminous trail from Cedar Avenue to Glacier Way along the south side of 179th Street. Glacier Way – Glacier Way is located east of the parcel and is classified as a minor collector in the Comprehensive Transportation Plan. The 179th Street Apartments site proposes one access to Glacier Way, aligning with the street access to the Cordelia subdivision to the east. Please see the November 9, 2022 Engineering report for more information. Glanshaw Avenue – Glanshaw Avenue will be a 32-foot-wide local street within a 60- foot-wide right-of-way that will be extended north from its current terminus to the south and connecting with Glacier Way. A five-foot-wide concrete sidewalk will be constructed along the south and east sides of Glanshaw Avenue. All public streets meet the minimum width and design requirements of the Subdivision Ordinance. 4 Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their October 26, 2022 meeting. The Plat Commission approved the preliminary plat. Outlots. There are three outlots proposed with the 179th Street Apartments preliminary plat. Outlot A (10.05 acres) will be retained by the property owner for future development. Outlot B (3.1 acres) will be retained by the property owner for future development. Outlot C (0.44 acres) will be deeded to the City for stormwater ponding purposes. Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion control, and utilities for the 179th Street Apartments preliminary plat is shown on the grading, drainage and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the November 9, 2022 engineering report prepared by Lucas Ritchie, Civil Engineer and Mac Cafferty, Environmental Resources Manager. The Engineering Division recommends approval of the preliminary plat. Tree Preservation. A tree preservation plan was not required to be submitted with this development. Wetlands. There are no wetlands within the preliminary plat boundaries. Park Dedication. The City’s 2014 Comprehensive Parks, Trails, and Open Space Plan identified a need for park land in the area south of 179th Street and east of Cedar Avenue. Land along the south side of Middle Creek will be deeded to the City for park purposes with a future phase of the Voyageur Farms subdivision. The park dedication requirement for 179th Street Apartments will be satisfied through a cash contribution to be paid at the time of the final plat. Private Recreation Amenities. The interior yard of the apartment building will have a pool, pickleball court, and bean bag toss area. The pickleball court and pool will each be surrounded by a fence. Adjacent to the garage entrance on the southwest side of the building, a fenced dog run area is proposed. A zoning permit must be issued prior to the installation of these fences. MUSA. The 179th Street Apartments preliminary plat area is located within the current MUSA. Snow Storage. The site includes areas around the parking lot where snow may be able to be stored. Snow storage may not occur in parking spaces and snow may need to be trucked off the site if there is not sufficient space to store the snow outside of parking spaces. 5 Signs. The 179th Street Apartments site plans indicate a monument sign to be located at the southwest corner of Glacier Way and Glanshaw Avenue. The building elevation plans show a blade sign proposed for the northeast side of the building. A sign permit will be required prior to the installation of any signs on the site. GENERAL P ERFORMANCE STANDARDS A conditional use permit application has been submitted for Lot 2, Block 1 for a multiple family building in the M-2 District. Section 11-4-7 lists the following performance standards for conditional use permits: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site will have access from Glacier Way, a minor collector, and Glanshaw Avenue, a local street. An additional 25 feet of right of way for Cedar Avenue is required to meet Dakota County’s Plat Needs Map, which is shown on the preliminary plat. These streets are of sufficient capacity to serve the site. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance. Vehicle access to the site will be from Glacier Way on the east and Glanshaw Avenue to the north and west. Access to the underground parking is available on the east and west sides of the building via two of the access points from adjacent public streets, with the garage being fully connected between both access locations. Parking areas along the north and west sides of the building are connected as well. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. Sidewalks will be constructed around the perimeter of the building, including between the parking spaces and the adjacent building and the building itself. There will be two sidewalk connections to Glanshaw Avenue, one along the driveway access to the north and the other along the driveway access to the west. The sidewalks also continue around the building and provide access to units from the interior yard area. There will also be a sidewalk constructed along the east and south sides of Glanshaw Avenue and there is an existing sidewalk along the west side of Glacier Way. D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Section 11-19-13 of the Zoning Ordinance requires multiple family dwellings to provide 2.0 spaces per dwelling unit when there is a mean of 2.0 bedrooms or less. Section 11-66- 7.K.4 requires that a minimum of one (1) of the required off-street parking stalls per unit 6 be provided within an enclosed garage below the principal building. The 179th Street Apartments building has an average of 1.4 bedrooms per unit. The underground parking garage has 243 parking spaces, which meets the requirement of one underground parking stall per unit. The developer is proposing that 48 of the underground spaces (19.8%) be signed for compact vehicles, while five spaces will be reserved for handicap accessible parking. Compact parking spaces are a minimum of eight feet in width and 16 feet in length and are required to be signed for compact vehicles only, while standard spaces within a parking structure must be a minimum of nine feet in width and 18 feet in length. The compact and standard spaces within the underground garage meet these requirements and the number of compact spaces proposed meets the maximum 20% allowed by the Zoning Ordinance. The surface parking spaces on the 179th Street Apartment site are split between two parking areas. The parking along the north and west sides of the building have access from three points along Glanshaw Avenue, provides an access to the underground garage, and includes a one-way, two-lane loop at the front of the building for pickups and drop- offs. The second parking area on the east side of the building has access from Glacier Way and provides access to the underground garage. The number of compact parking spaces proposed for the surface lot is 14.7% of the 191 proposed to be constructed initially, and would rise to 18.1% if all 243 surface spaces are constructed. The Developer is requesting that 52 of the 243 required surface spaces be designated as deferred spaces, to be constructed in the future if the need for these spaces is demonstrated. See the table below for the breakdown of parking spaces. Standard Spaces Compact Spaces Accessible Spaces Deferred Standard Spaces Deferred Compact Spaces Total Surface Parking 158 28 5 36 16 243* Underground Garage 190 48 5 0 0 243 Total 348 76 10 36 16 486 *The Developer is proposing to construct 191 surface parking spaces and defer the remaining 52 spaces. The Developer submitted a parking study dated August 17, 2022 that compared the proposed parking requirements with parking demand data from the Institute of Transportation Engineers (ITE) as well as other multi-family developments around the Twin Cities. The ITE standards recommend between 1.31 and 1.47 parking spaces per unit, which for a 243-unit building would be 318 to 357 parking spaces. Of the five multi- family buildings in other communities cited in the parking study, the Reserve in Maple Grove is closest in comparison to the 179th Street Apartments, based on the suburban location and size of the building, both in terms of the number of total units and 7 bedrooms. A table comparing the proposed 179th Street Apartment building to the Reserve development in Maple Grove is included below: Project Units Bedrooms Spaces Provided Spaces/ Unit Spaces/ Bedroom 179th St Apts (with full parking) 243 340 486 2.0 1.43 179th St Apts (with deferred parking) 243 340 434 1.79 1.28 Reserve (Maple Grove) 255 385 393 1.54 1.02 If the Planning Commission supports the Developer’s request to defer 56 surface parking spaces, a Parking Deferment Agreement must be signed and executed in conjunction with the final plat. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. The building has multiple access points, with a one-way circular drive at the front entrance to accommodate pickups and drop-offs and the parking lot design wraps around three sides of the building. This site has the Edison at Avonlea apartment building to the south, row townhomes (existing and future) in the Cordelia development to the east, and a proposed senior apartment building to the west. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Not applicable. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. A mix of overstory and evergreen trees are proposed along the perimeter of the site. Plantings are also proposed along the perimeter of parking areas to minimize headlights from shining onto public right-of-way. The location of requested deferred parking areas has been taken into account to minimize the loss of trees on the site should those spaces be added at a later date. There are six overstory trees proposed along the southwest property line that may need to be relocated due to the underground utility lines that will be buried in that area. A security must be submitted with the final plat to ensure the landscaping is completed consistent with the approved landscape plan. 8 H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of the Zoning Ordinance. The photometric plan shows the locations of light poles within the parking lot around the site. All lighting must be shielded, downcast type fixtures to prevent glare onto adjacent streets and properties. The height above ground for the bases, poles, and fixtures cannot exceed 35 feet. The photometric plans show that the proposed light levels meet the requirements of Section 11-16-17 of the Zoning Ordinance. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the Zoning Ordinance. Two ground level utility pads are shown on the plans for utility equipment. One is located directly adjacent to the underground garage entrance on the east side of the building while the other is located at the north Glanshaw Avenue driveway access on the east side of the site. The Developer should try and relocate this utility pad to a location closer to the building or in a location further away from the driveway access. Both sites are proposed to be surrounded by evergreen plantings to screen the equipment placed on the pads. J. The site drainage system shall be subject to the review and approval of the city engineer. The Engineering Division has reviewed and approved the site drainage and utility plans. See the November 9, 2022 Engineering memo for more information. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The proposed apartment building is three and four stories, with an overall height of 46 feet 2.5 inches, which meets the maximum height limit of 48 feet in the M-2 District. The parapet walls have an overall height of approximately 49 feet while the two elevator overruns have an overall height of 52 feet. Section 11-17-7 of the Zoning Ordinance states that building height limits established for districts shall not apply to parapet walls not more than three feet above the limiting height of the building and necessary mechanical appurtenances including elevator penthouses. The M-2 District requires that the exterior of multiple-family dwellings have a minimum of 50% of the combined area of all elevation of a structure shall have an exterior finish of brick, stucco, and/or natural stone. The exterior materials include two shades of gray brick, three colors of fiber cement siding, and metal panels in two colors. The masonry brick is 51% of the overall exterior material. One of the fiber cements has a wood appearance while the other two are distinct shades of gray and make up 46.8%. The two 9 colors of metal panels are the remaining 2.2% of the exterior materials. The proposed materials meet the requirements of the Zoning Ordinance. L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of the Zoning Ordinance. Trash and recycling will be stored within the underground garage area and will be wheeled to garage access doors to be picked up by the trash hauler. Dumpsters may not be stored outside the building. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. The 179th Street Apartments site plans indicate a monument sign to be located at the southwest corner of Glacier Way and Glanshaw Avenue. The building elevation plans show a blade sign proposed for the northeast side of the building. A sign permit will be required prior to the installation of any signs on the site. N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Not applicable. O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable. P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. Not applicable Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable, any nonconformities shall be eliminated. Not applicable. R. All additional conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Not applicable. RECOMMENDATION Planning Department staff recommends approval of the 179th Street Apartments preliminary plat and conditional use permit, subject to the following stipulations: 10 1. The recommendations listed in the November 9, 2022 engineering report. 2. All compact parking spaces, both in the underground parking garage and in the surface lot, must be signed that they are for compact vehicles only. 3. Snow is required to be removed from the site if it cannot be accommodated on the site outside of parking spaces. 4. If the Planning Commission supports the Developer’s request to defer 56 surface parking spaces, a Parking Deferment Agreement must be signed and executed in conjunction with the final plat. 5. Prior to building permit issuance, the Developer should relocate the utility pad located at the north Glanshaw Avenue driveway access on the east side of the site to a location closer to the building or in a location further away from the driveway access. 6. A zoning permit must be issued for the proposed fences around the pickleball court, the pool, and the dog run. 7. When Outlots A and B are platted into lots and blocks, the developer will be required to construct a 10-foot-wide bituminous trail from Cedar Avenue to Glacier Way along the south side of 179th Street. 8. A five-foot-wide concrete sidewalk must be constructed along the south and east sides of Glanshaw Avenue. 9. Outlot C shall be deeded to the City with the final plat. 10. Prior to City Council consideration of the preliminary plat, the preliminary plat must be modified to show an additional 15 feet of south half right-of-way for 179th Street (CSAH 9). Findings of Fact for approval of the conditional use permit request are attached. Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityCEDAR AVE (CSAH 23)179TH ST (FUTURE CSAH 9) City of Lakeville 179th St Apts Pre Plat/CUP Aerial Location Map 179TH ST APTS PLAT AREA CITY OF LAKEVILLE CENTRAL MAINTENANCE FACILITY Proposed apartment location&181ST ST GLANSHAW AVEGLACIER WAYGLASGOW AVEGLENBRIDGE AVE CUB FOODS EXHIBIT A CEDAR AVE (CSAH 23)City of Lakeville 179th St Apts Pre Plat/CUP Zoning Map 179TH ST APTS PLAT AREA CITY OF LAKEVILLE CENTRAL MAINTENANCE FACILITY 181ST ST GLANSHAW AVEGLACIER WAYGLASGOW AVEGLENBRIDGE AVE CUB FOODS EXHIBIT B&Proposed apartment location PUD PUD PUD PUD PUD RM-3 RM-2 RM-1 RM-1 RST-2 P/OS P/OS P/OS M-2 C-3 RS-4 179TH ST (FUTURE CSAH 9) EXHIBIT C PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St WPID: 221660001010Owner: Metropolitan CouncilAddress: 7385 181st St W179TH ST W(A Public R/W)GLACIER WAY (A Public R/W)PID: 220100051014Address: 18000 Cedar AveNO BUILDINGSN01°02'26"W 371.77 30.00N88°57'34"E35.00N01°02'26"W30.00S88°57'34"WN01°02'26"W 641.38 N88°57'34"E 1151.82S01°02'26"E 217.93S89°47'18"W 1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E Bituminous Trail W Line of the S 1/2 ofthe SW 1/4 of Sec. 10,Twp. 114, Rng. 20.36" RCP 36" RCP 12" RCP12" RCP15" RCP48" RCP48" RCP48 " R C P S01°02'26"E 269.28 1226.82Point ofBeginning of"Line A""Line A""Point A"30" RCPA Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97480.33Δ=49°08'40"R=560.00279.01201.32Δ=28°32'48"Δ=20°35'52"24" RCP (C.S.A.H. NO. 23)CEDAR AVE(A Public R/W) (Width Varies)EXCEPTION EXCEPTIONEXCEPTION16" WM (Rec)48"RCP12"RCP 12" RCP 36" RCP 36" RCPBituminous Parking LotBituminous Parking LotST-1ST-2ST-3ST-4ST-5ST-6ST-7ST-8ST-9ST-10ST-11ST-12ST-13ST-14ST-15ST-16ST-17ST-18ST-19ST-20ST-21ST-22ST-23C CCCCC CCCCC C C C C C C C CC CCCCCCCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDER SEPARATE SUBMITTAL & PERMIT - FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYC C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50ST-1ST-2ST-3ST-4ST-5ST-6ST-7ST-8ST-9ST-10ST-11ST-12ST-13ST-14ST-15ST-16ST-17ST-18ST-19ST-20ST-21ST-22ST-23FDFDFDFDFDUPFDLobbyAtriumMailPool EquipWorkshopJanitorReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenWomenPickleball CourtRAISED PLANTERSDomestic HWDog WashDehumidificationRoomGarageStorageMaintenanceBreezewayTrashElevator LobbyElecGarageHallwayStair EStair BTrashElevator LobbyElecStair AStair CStair DBreezewayEnty VestibuleL O T 1AREA: 278,680.0 SF (6.4 AC)G L A N S H A W A V EL O T 1AREA: 292,582.0 SF (6.7 AC)O U T L O T AAREA: 437,778.0 SF (10.05 AC)O U T L O T BAREA: 134,352.5 SF (3.1 AC)86.0GLANSHAW AVE. EXTENSION R.O.W.AREA: 68,060.9 SF (1.6 AC)CEDAR AVE R.O.W. DEDICATIONAREA: 25,333.2 SF (0.6 AC)WETLAND AAREA: 1,132.0 SF (0.026 AC)TO BE REGRADED PER NO LOSSEXEMPTION NOTICE OF DECISION (ISSUED9/15/22)DRAINAGE ANDUTILITY EASEMENTL O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYL O T 1AREA: 291,450.0 SF (6.7 AC)DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.508" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LHYD & GV,TYP.CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/2201" = 60'-0"60'-0"30'-0"NREVISION SUMMARYDATEDESCRIPTIONV1.1PROPOSED PLATTEDLOTS. .. .. .. .. .. .Know what'sbelow.before you dig.CallRCURRENT OWNER ADDRESS: 5810 212TH ST W, FARMINGTON, MN 55024EXHIBIT D 179TH ST W(A Public R/W)GLACIER WAY (A Public R/W) N01°02'26"W 371.77 30.00N88°57'34"E35.00N01°02'26"W30.00S88°57'34"WN01°02'26"W 641.38 N88°57'34"E 1151.82S01°02'26"E 217.93S89°47'18"W 1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E Bituminous Trail 36" RCP 36" RCP 12" RCP12" RCP15" RCP48" RCP48" RCP48 " R C P1226.82Point ofBeginning of"Line A""Line A""Point A"30" RCPA Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/424" RCP (C.S.A.H. NO. 23)CEDAR AVE(A Public R/W) (Width Varies)EXCEPTION EXCEPTION16" WM (Rec)48"RCP12"RCP 12" RCP 36" RCP 36" RCPBituminous Parking LotBituminous Parking LotST-1ST-2ST-3ST-4ST-5ST-6ST-7ST-8ST-9ST-10ST-11ST-12ST-13ST-14ST-15ST-16ST-17ST-18ST-19ST-20ST-21ST-22ST-23C CCCCC CCCCC C C C C C C C CC 18.0'4c6c69216B612 C&GPVMT.STRIP,TYP36cCCCCCC81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16. 0 '24. 0 'CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT - FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYC C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50ST-1ST-2ST-3ST-4ST-5ST-6ST-7ST-8ST-9ST-10ST-11ST-12ST-13ST-14ST-15ST-16ST-17ST-18ST-19ST-20ST-21ST-22ST-23FDFDFDFDFDUPFDLobbyAtriumMailPool EquipWorkshopJanitorReceptionOfficeOfficeCopy RoomOfficeTenant Conf.Water RoomMenWomenPickleball CourtRAISED PLANTERSDomestic HWDog WashDehumidificationRoomGarageStorageMaintenanceBreezewayTrashElevator LobbyElecGarageHallwayStair EStair BTrashElevator LobbyElecStair AStair CStair DBreezewayEnty VestibuleSNOW STORAGEAREAS N O W S T O R A G E A R E AG L A N S H A W A V EL O T 1AREA: 292,582.0 SF (6.7 AC)O U T L O T AAREA: 437,778.0 SF (10.05 AC)O U T L O T BAREA: 134,352.5 SF (3.1 AC)86.0GLANSHAW AVE. EXTENSION R.O.W.AREA: 68,060.9 SF (1.6 AC)CEDAR AVE R.O.W. DEDICATIONAREA: 25,333.2 SF (0.6 AC)WETLAND AAREA: 1,132.0 SF (0.026 AC)TO BE REGRADED PER NO LOSSEXEMPTION NOTICE OFDECISION (ISSUED 9/15/22)DRAINAGE ANDUTILITY EASEMENTL O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYL O T 1AREA: 291,450.0 SF (6.7 AC)DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.508" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LHYD & GV,TYP.CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC2.0OVERALL -EAST & WESTSITE PLAN. .. .. .. .. .. .SITE PLAN LEGEND (SHEETS C2.0-C2.3):TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIREDHC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILSITE LAYOUT NOTES:CITY OF LAKEVILLE SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SITE DATAZONING SUMMARY EXISTING ZONINGM-2 PROPOSED ZONINGM-2 SETBACKSREQUIREDPROVIDED FRONT10'204' SIDE10'26.7' MIN REAR30'62.3' MINBUILDING SUMMARY NUMBER OF UNITS243REQUIREDPROVIDED BUILDING HEIGHT48'47'-9"PARKING SUMMARY PARKING SPACE SIZING9'X18', 9'X20' F/F COMPACT SPACE8'X16' DRIVE AISLE SIZE24'REQUIREDPROVIDEDINTERIOR PARKING243 STANDARD190 COMPACT48 ACCESSIBLE5SUBTOTAL243EXTERIOR PARKING STANDARD158 COMPACT28 ACCESSIBLE5 PROOF - COMPACT36 PROOF - COMPACT16SUBTOTAL243TOTAL486 4861.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUTNOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS ANDPAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIREDAFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OFMATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREETOPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FORREVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BESTAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OFBUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUTNOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC.WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED ORREQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEELANDSCAPE DOCUMENTS.OVERALL AREA CALCULATIONS:OPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH COLLECTED IN GARAGE ANDTEMPORARILY MOVED TO AN OUTSIDELOCATION ON SPECIFIED COLLECTION DAY FORPICKUP BY COMMERCIAL CO. WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).EXHIBIT E S89°47'18"W 1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E36" RCP 36" RCP 12" RCP12" RCP15" RCP"Line A""Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/4480.33Δ=49°08'40"R=560.00279.01201.32Δ=28°32'48"Δ=20°35'52"EXCEPTIONBituminous Parking LotST-3ST-4ST-5ST-8ST-9ST-10ST-11ST-14ST-15ST-16ST-17ST-20ST-21ST-22ST-23C CCCCC CCCCC C C C C C C C CC24.8'7.7'18.0'24.0'18.0'20.8' 7.7' 18.0'24.0'18.0'4c6c69592171.0'63.0'27.0'16.0'34.0'189.0'9.0'224.0'207.0'171.0'65.0'161323191913169124.0'24.0'24.0'198.0'10.8'24.0'7.0'B612 C&GPVMT.STRIP,TYP1R16.0'R15.0'R15.0'218.0'50.0'14.0'6.0'14.0'36c1399R40.0'CCCCCC66.0'73.5'49.0'14.5'21.3'5.0'17.0'17.0'17.0'5.0'10.7'36.0'224.0'113.0'20.0'40.0'24.5 '7.0'18.0'24.0'20.0'20.0'24.0'18.0'81.0' 11.3'24.0'18.0'24.9' PROP.LINE TO B.O.C.5.0'45.0' 81.0' 117.0' 24.0' 81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16.0 '24.0 '24.0'14.6' 64.0'34.0'20.0'44.0'10.0'22.0'7.0'7.0'15.0'15.0'CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT 67.1'16.5'WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY 6 5 . 9 ' ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY 114.8'137.4'74.7'104.3'70.7'227.9'ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY C C C C C C C CC CCCCCCCCC9c10c9c5 . 0 '5.0'EOF=978.50EOF=975.5015.3'5.0'BIT. PVMT. TYP.ACCESSIBLE ROUTE5' WIDE CONC. WALK, TYP.CONC. AMENITY PATIO,COORD. W/ ARCH.CONC. POOL DECK, COORD. W/ ARCH.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.5' WIDE CONC.WALK, TYP.BIT. PVMT. TYP.BIT. PVMT.TYP.B612 C&G,TYP.B612 C&G,TYP.B612 C&G,TYP.MATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHCONC. UTILITY PAD,FINAL SIZE & LOCATIONPER UTILITY CO.8'X8' CONC. UTILITYPAD, FINAL SIZE &LOCATION PER UTILITYCO.BIT. PVMT.TYP.B612 C&G,TYP.5' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.7' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK, CONNECT TOPROP. BALCONY & STEPS SYSTEM,TYP.MATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHPVMT.STRIP,TYPBIT. PVMT. TYP.CONC. ENTRANCE PVMT.LOADING/UNLOADING/DROP-OFF ZONEONE-WAY DRIVEMATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHSURMOUNT.C&G, TYP.HVY. DUTY CONC. PVMT.7' WIDE CONC. WALK, TYP.PVMT.STRIP,TYP7' WIDE CONC.WALK, TYP.7' WIDE CONC. WALK, TYP.PROOF OF PARKING33 SPACESPROOF OF PARKING16 SPACESPROOF OF PARKING3 SPACESEXTENT OF UNDERGROUND GARAGE, SEE ARCH.ALL SURFACE IMPROVEMENTS IN THISAREA ARE INSTALLED ON CONC. DECKOF UNDERGROUND GARAGE LEVEL,COORD. W/ ARCH. & STRUCT.EXTENT OF UNDERGROUNDGARAGE, SEE ARCH.MONUMENT SIGN. FINAL SIZE &LOCATION PER SIGN SUBMITTALCONC. WALK, TYP.CONCRETEVALLEY GUTTERCONC. WALK, PERCITY STANDARDCONC. WALK, PERCITY STANDARDCONC. WALK, PERCITY STANDARDDOG RUN W/ 4' ALUMINUMPICKET FENCE, FINAL LAYOUT,SURFACES & AMENITIES T.B.D.ST-3ST-4ST-5ST-8ST-9ST-10ST-11ST-14ST-15ST-16ST-17ST-20ST-21ST-22ST-23Pickleball CourtStair AStair CSNOW STORAGEAREAS N O W S T O R A G E A R E AG L A N S H A W A V EL O T 1AREA: 292,582.0 SF (6.7 AC)GLANSHAW AVE. EXTENSION R.O.W.AREA: 68,060.9 SF (1.6 AC)L O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYAREA: 291,450.0 SF (6.7 AC)DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50HYD & GV,TYP.CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC2.1OVERALL -SITE PLAN. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET C2.0 FOR GENERAL PLAN NOTESEXHIBIT F 376.18Δ=48°59'06"R=440.0012" RCP12" RCP15" RCP"Line A""Point A"480.33Δ=49°08'40"279.01201.32Δ=28°32'48"EXCEPTIONST-4ST-5ST-9ST-10ST-11ST-17C CCCC CCCCCC C C C C C C C CC24.8'7.7'18.0'24.0'18.0'20.8' 7.7' 18.0'24.0'18.0'4c6c692171.0'63.0'27.0'16.0'34.0'189.0'9.0'224.0'207.0'65.0'161323191913169110.8'24.0'7.0'B612 C&GPVMT.STRIP,TYP1R15.0'218.0'14.0'6.0'14.0'36c1399CCCCCC66.0'73.5'49.0'14.5'21.3'5.0'17.0'17.0'17.0'5.0'10.7'36.0'24.0' 81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16.0 '24.0 '24.0'14.6' 64.0'34.0'20.0'44.0'10.0'22.0'7.0'7.0'15.0'15.0' CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT67.1'16.5'ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY6 5 . 9 ' ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY 114.8'137.4'CCCCCCCCC10c9c5 . 0 '5.0'15.3'5.0'BIT. PVMT. TYP.ACCESSIBLE ROUTE5' WIDE CONC. WALK, TYP.CONC. AMENITY PATIO,COORD. W/ ARCH.CONC. POOL DECK, COORD. W/ ARCH.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.5' WIDE CONC.WALK, TYP.BIT. PVMT. TYP.BIT. PVMT.TYP.B612 C&G,TYP.B612 C&G,TYP.B612 C&G,TYP.MATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHCONC. UTILITY PAD,FINAL SIZE & LOCATIONPER UTILITY CO.8'X8' CONC. UTILITYPAD, FINAL SIZE &LOCATION PER UTILITYCO.5' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.7' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK, CONNECT TOPROP. BALCONY & STEPS SYSTEM,TYP.PVMT.STRIP,TYPBIT. PVMT. TYP.CONC. ENTRANCE PVMT.LOADING/UNLOADING/DROP-OFF ZONEONE-WAY DRIVEMATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHSURMOUNT.C&G, TYP.HVY. DUTY CONC. PVMT.7' WIDE CONC. WALK, TYP.7' WIDE CONC.WALK, TYP.7' WIDE CONC. WALK, TYP.PROOF OF PARKING33 SPACESPROOF OF PARKING16 SPACESPROOF OF PARKING3 SPACESEXTENT OF UNDERGROUND GARAGE, SEE ARCH.ALL SURFACE IMPROVEMENTS IN THISAREA ARE INSTALLED ON CONC. DECKOF UNDERGROUND GARAGE LEVEL,COORD. W/ ARCH. & STRUCT.EXTENT OF UNDERGROUNDGARAGE, SEE ARCH.MONUMENT SIGN. FINAL SIZE &LOCATION PER SIGN SUBMITTALCONC. WALK, TYP.CONCRETEVALLEY GUTTERCONC. WALK, PERCITY STANDARDCONC. WALK, PERCITY STANDARDST-4ST-5ST-9ST-10ST-11ST-17G L A N S H A W A V E L O T 2AREA: 407,025.0 SF (9.34 AC)DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.8 1 7 . 7 10.0 G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC2.2SITE PLANENLARGEMENTNORTH............01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET C2.0 FOR GENERAL PLAN NOTES PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St WS89°47'18"W 1495.4595.75 S00°52'51"E36" RCP 36" RCP 15" RCP"Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/4480.33Δ=49°08'40"R=560.00279.01201.32Δ=28°32'48"Δ=20°35'52"Bituminous Parking LotST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C CCCC CCCCCC C C C C C CC24.8'7.7'18.0'24.0'18.0'4c6c69592224.0'207.0'171.0'65.0'1613231924.0'24.0'24.0'198.0'10.8'24.0'7.0'B612 C&GPVMT.STRIP,TYPR16.0'R15.0'50.0'6c1399R40.0'CCCCCC66.0'73.5'49.0'14.5'21.3'5.0'17.0'17.0'17.0'5.0'10.7'36.0'224.0'113.0'20.0'40.0'24.5 '7.0'18.0'24.0'20.0'20.0'24.0'18.0'81.0' 11.3'24.0'18.0'24.9' PROP.LINE TO B.O.C.5.0'45.0' 81.0' 117.0' 24.0' 81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16.0 '24.0 '24.0'14.6' 64.0'34.0'20.0'44.0'10.0'22.0'7.0'7.0'15.0'15.0'CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMIT 67.1'16.5'WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECH6 5 . 9 ' ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY74.7'104.3'70.7'227.9'ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYC C C C C C C CC9c 5 . 0 '5.0'EOF=978.50EOF=975.5015.3'5.0'BIT. PVMT. TYP.ACCESSIBLE ROUTE5' WIDE CONC. WALK, TYP.CONC. AMENITY PATIO,COORD. W/ ARCH.CONC. POOL DECK, COORD. W/ ARCH.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.BIT. PVMT.TYP.B612 C&G,TYP.8'X8' CONC. UTILITYPAD, FINAL SIZE &LOCATION PER UTILITYCO.BIT. PVMT.TYP.B612 C&G,TYP.5' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK,CONNECT TO PROP.BALCONY & STEPSSYSTEM, TYP.7' WIDE CONC. WALK, TYP.3' WIDE CONC. WALK, CONNECT TOPROP. BALCONY & STEPS SYSTEM,TYP.MATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCHPVMT.STRIP,TYPCONC. ENTRANCE PVMT.LOADING/UNLOADING/DROP-OFF ZONEONE-WAY DRIVEMATCHCOMMERCIAL DRIVEAPRON PER CITYSTANDARDMATCH7' WIDE CONC. WALK, TYP.PVMT.STRIP,TYP7' WIDE CONC. WALK, TYP.PROOF OF PARKING33 SPACESEXTENT OF UNDERGROUND GARAGE, SEE ARCH.ALL SURFACE IMPROVEMENTS IN THISAREA ARE INSTALLED ON CONC. DECKOF UNDERGROUND GARAGE LEVEL,COORD. W/ ARCH. & STRUCT.EXTENT OF UNDERGROUNDGARAGE, SEE ARCH.CONC. WALK, TYP.CONC. WALK, PERCITY STANDARDCONC. WALK, PERCITY STANDARDDOG RUN W/ 4' ALUMINUMPICKET FENCE, FINAL LAYOUT,SURFACES & AMENITIES T.B.D.ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23G L A N S H A W A V E L O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.01 7 . 7 10.010.022.510.0G L A N S H A W A V E EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC2.3SITE PLANENLARGEMENTSOUTH............01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET C2.0 FOR GENERAL PLAN NOTES S89°47'18"W 1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E ST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C CCCCC CCCCC C C C C C C C CC 4c6c6921636cCCCCCCALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY C C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50ST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23L O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYEOF=992.0EOF=990.73EOF=975.50Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC3.0OVERALL -GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND (SHEETS C3.0-C3.2):SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF LAKEVILLE GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVILELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THISCOORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT,ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATIONPERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:110.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTEREDRETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL ANDSODDING ACTIVITIES.12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGHTOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKINGAREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BEESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDEA SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCHPOINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION.REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THECONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE ALOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED INAREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OFTHE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANYUNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16. TOLERANCES16.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANYPOINT WHERE MEASUREMENT IS MADE.16.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBEDELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.16.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THEENGINEER.16.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.MAINTENANCE17.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.17.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.17.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE,RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.EXHIBIT G 376.18Δ=48°59'06"R=440.00ST-4ST-5ST-9ST-10ST-11ST-17C CCCC CCCCCC C C C C C C C CC 18.0'4c6c69216B612 C&GPVMT.STRIP,TYP36cCCCCCC81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16.0 '24.0 ' CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY CCCCCCCCCFES 11STMH 12 (72")RE=988.50IE=984.00SUMP=981.00CBMH 9RE=990.48IE=981.68CB 14RE=989.96IE=983.31CBMH 6RE=991.33IE=980.64CBMH 13RE=990.33IE=982.64CB XXRE=984.75IE=980.75CB 36RE=978.21IE=976.84MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11CB8RE=990.76IE=986.76MH10RE=990.60IE(N)=983.89IE(W/E)=982.24CBMH 11RE=988.35IE=984.18CB 12RE=988.29IE=984.29ST-4ST-5ST-9ST-10ST-11ST-17DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT1.3'EOF=992.0CONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLANENLARGEMENTNORTH............01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET C3.0 FOR GENERAL PLAN NOTES S89°47'18"W 1495.4595.75 S00°52'51"E36" RCP 36" RCP 15" RCP"Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97Bituminous Parking LotST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C CCCCC CCCCC C C C C C C C CC 4c6c692B612 C&GPVMT.STRIP,TYP6cCCCCCC81.0'54.0'18.0'50.2'48.0' 32.0' 9.0' 8.2'16.0 '24.0 'CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMIT WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYC C C C C C C CC EOF=978.50EOF=975.50FES 11IE=978.00STMH 12 (72")RE=988.50IE=984.00SUMP=981.00FES 21IE=978.00FES 1IE=978.00CBMH 5RE=991.33IE=979.31TRENCH DRAIN 2ARE=983.84-983.72IE=981.72STMH 2 (72")RE=984.60IE(N)=981.64IE(W/E)=978.44SUMP IE=972.44STMH 3RE=993.00IE(W)=987.40IE(NW/E)=978.76FES 31IE=974.50CB 35RE=979.24IE=976.12CBMH 34RE=979.25IE=975.82SUMP IE=971.82STMH 33RE=981.00±IE=975.35STMH 32 (60")RE=982.50±IE=975.07SUMP=970.07CBMH 6RE=991.33IE=980.64FES 41IE=978.00OUTLET CONTROL STRUCTURE 42RE=977.50IE (S)=972.50IE (NW)=971.75INSTALL WEIR WALL INSIDE STRUCTURE15" WEIR WALL ORIFICE IE=975.15WEIR WALL TOP=977.00INSTALL DRAINTILE DOWNSTREAM OFWEIR WALLCB 36RE=978.21IE=976.84FES 41IE=971.50STMH 4RE=991.73IE=987.73MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11STMH 41A (48")RE=982.00IE=978.93SUMP=974.93STMH 21A (48")RE=982.70IE=979.00SUMP=975.00ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23G L A N S H A W A V E EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC3.1GRADING PLANENLARGEMENTSOUTH............01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET C3.0 FOR GENERAL PLAN NOTES 36" RCP 36" RCP 12" RCP12" RCP15" RCP"Line A""Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2EXCEPTIONBituminous Parking LotST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C C C C C C C C CC CCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY C C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50STUB COMBINED WATERSERVICE TO 5' FROMBUILDING, COORD. W/MECH'LX" COMBINED DOMESTICAND FIRE SUPPRESSIONDIP WATER SERIVCECONTRACTOR SHALL COORDINATE ALLUTILITY SERVICES WITH BOTH THE CIVILAND MECHANICAL PLANS PRIOR TOCONSTRUCTION.HYD & GV,TYP.6" DIPHYDRANTLEADCONNECT TO WATER STUBSEE STREET PLANFES 11IE=978.00STMH 12 (72")RE=988.50IE=984.00SUMP=981.00FES 21IE=978.00STUB STORM DRAINTO 5' FROM BLDG,COORD. W/ MECH'LIE=979.85FES 1IE=978.00CBMH 9RE=990.48IE=981.68CBMH 5RE=991.33IE=979.31TRENCH DRAIN 2ARE=983.84-983.72IE=981.72CB 14RE=989.96IE=983.31STMH 2 (72")RE=984.60IE(N)=981.64IE(W/E)=978.44SUMP IE=972.44STMH 3RE=993.00IE(W)=987.40IE(NW/E)=978.76FES 31IE=974.50CB 35RE=979.24IE=976.12CBMH 34RE=979.25IE=975.82SUMP IE=971.82STMH 33RE=981.00±IE=975.35STMH 32 (60")RE=982.50±IE=975.07SUMP=970.07CBMH 6RE=991.33IE=980.64CBMH 13RE=990.33IE=982.64CB XXRE=984.75IE=980.75FES 41IE=978.00STUB STORMDRAINS TO 5' FROMBLDG, COORD. W/MECH'LIE=980.00FINAL LOCATIONS,INVERTS, ANDSIZES T.B.D.OUTLET CONTROL STRUCTURE 42RE=977.50IE (S)=972.50IE (NW)=971.75INSTALL WEIR WALL INSIDE STRUCTURE15" WEIR WALL ORIFICE IE=975.15WEIR WALL TOP=977.00INSTALL DRAINTILE DOWNSTREAM OFWEIR WALLCB 36RE=978.21IE=976.84FES 41IE=971.50CONNECT TO WATER STUBSEE STREET PLANCONNECT TO WATER STUBSEE STREET PLAN6" DIPHYDRANTLEAD49 LF 15" RCPSTORM @ 0.50%29 LF 12" PVCSTORM @ 3.44%144 LF 12" HDPESTORM @ 0.50%40 LF 15" HDPESTORM @ 0.50%94 LF 12" HDPESTORM @ 0.50%56 LF 12" HDPESTORM @ 0.50%114 LF 12" HDPESTORM @ 0.50%132 LF 18" PVCSTORM @ 4.50%21 LF 12" PVCSTORM @ 5.00%82 LF 12" PVCSTORM @ 4.00%93 LF 12" PVCSTORM @ 2.50%STUB STORMDRAINS TO 5' FROMBLDG, COORD. W/MECH'LIE=985.05STUB STORMDRAINS TO 5' FROMBLDG, COORD. W/MECH'LIE=987.28STUB STORMDRAINS TO 5' FROMBLDG, COORD. W/MECH'LIE=986.3319 LF 12" PVCSTORM @ 5.00%88 LF 12" HDPESTORM @ 0.50%63 LF 12" HDPESTORM @ 0.50%15 LF 12" HDPESTORM @ 0.50%65 LF 12" HDPESTORM @ 0.50%109 LF 12" HDPESTORM @ 0.50%266 LF 12" HDPESTORM @ 0.50%94 LF 12" HDPESTORM @ 0.50%86 LF 12" HDPESTORM @ 0.50%114 LF 12" HDPESTORM @ 0.50%112 LF 12" HDPESTORM @ 0.50%57 LF 12" HDPESTORM @ 0.50%79 LF 12" HDPESTORM @ 0.50%133 LF 12" HDPESTORM @ 0.50%21 LF 12" HDPESTORM @ 0.50%STMH 4RE=991.73IE=987.73MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11CB8RE=990.76IE=986.76MH10RE=990.60IE(N)=983.89IE(W/E)=982.24CBMH 11RE=988.35IE=984.18CB 12RE=988.29IE=984.2941 LF 15" RCPSTORM @ 0.50%6" PERFORATEDDT @ 0.00%CLEANOUTDT IE=992.50 TYP.6" PERFORATEDDT @ 0.00%, TYP.CLEANOUTDT IE=970.50 TYP.STMH 41A (48")RE=982.00IE=978.93SUMP=974.93STMH 21A (48")RE=982.70IE=979.00SUMP=975.00CONNECT TOSTMH 3, SEEOTHER PLANSETIE=972.29CROSSING15" TOP=973.5524" IE=973.78ST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23G L A N S H A W A V EL O T 2AREA: 407,025.0 SF (9.34 AC)O U T L O T CAREA: 18,986.8 SF (0.44 AC)D&U EASEMENT OVER ALL OF OUTLOT COUTLOT C TO BE DEEDED TO CITYG L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONC4.0OVERALL -UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND (SHEETS C4.0-C4.2):CITY OF LAKEVILLE UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ONTHIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALLBE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THECITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NOROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURESBEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22.2CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINTDRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.EXHIBIT H PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St WPID: 220100051014Address: 18000 Cedar AveNO BUILDINGS36" RCP 36" RCP 12" RCP12" RCP15" RCPEXCEPTIONBituminous Parking LotST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C C C C C C C C CC CCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT C C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50FES 11IE=978.00STMH 12 (72")RE=988.50IE=984.00SUMP=981.00FES 21IE=978.00FES 1IE=978.00CBMH 9RE=990.48IE=981.68CBMH 5RE=991.33IE=979.31TRENCH DRAIN 2ARE=983.84-983.72IE=981.72CB 14RE=989.96IE=983.31STMH 2 (72")RE=984.60IE(N)=981.64IE(W/E)=978.44SUMP IE=972.44STMH 3RE=993.00IE(W)=987.40IE(NW/E)=978.76FES 31IE=974.50CB 35RE=979.24IE=976.12CBMH 34RE=979.25IE=975.82SUMP IE=971.82STMH 33RE=981.00±IE=975.35STMH 32 (60")RE=982.50±IE=975.07SUMP=970.07CBMH 6RE=991.33IE=980.64CBMH 13RE=990.33IE=982.64CB XXRE=984.75IE=980.75FES 41IE=978.00OUTLET CONTROL STRUCTURE 42RE=977.50IE (S)=972.50IE (NW)=971.75INSTALL WEIR WALL INSIDE STRUCTURE15" WEIR WALL ORIFICE IE=975.15WEIR WALL TOP=977.00INSTALL DRAINTILE DOWNSTREAM OFWEIR WALLCB 36RE=978.21IE=976.84FES 41IE=971.50STMH 4RE=991.73IE=987.73MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11CB8RE=990.76IE=986.76MH10RE=990.60IE(N)=983.89IE(W/E)=982.24CBMH 11RE=988.35IE=984.18CB 12RE=988.29IE=984.29STMH 41A (48")RE=982.00IE=978.93SUMP=974.93STMH 21A (48")RE=982.70IE=979.00SUMP=975.003 - PD1 - AB22 - SH23 - PG2 - AA51 - GD1 - UP3 - MP2 - AA51 - EK3 - GD3 - PG3 - AC3 - WP3 - PD1 - PSG1 - UP1 - AB21 - EK1 - QG1 - SH21 - PSG2 - MS1 - SH21 - AB21 - PSG1 - AB21 - SH22 - AA51 - SH21 - QB1 - SH21 - UP1 - UP2 - EK5 - WP1 - UP4 - BS1 - UP1 - UP2 - QG7 - WP3 - PD3 - PG1 - EK2 - PSG1 - PD3 - PD2 - AC5 - PG1 - PD1 - AG5 - BF1 - QG2 - AG5 - RG15 - RG9 - RG38 - SH3 - TN4 - HT7 - RG4 - RG14 - TN7 - RG4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ5 - RG12 - RG20 - RG1 - MP1 - MP10 - CK10 - CK17 - FE16 - CK20 - CK8 - CK16 - HL27 - CK16 - RG36 - RG3 - SGJ4 - CF3 - SGJ3 - CF2 - SGJ5 - CF3 - SGJ7 - RG8 - RG15 - RG1 - MP19 - CK12 - TN1 - TN3 - HT1 - AS15 - SA16 - CK24 - PL10 - CK7 - PL2 - TT6 - SH9 - CK13 - HA316 - AR9 - SA6 - AM5 - SH9 - SH13 - SA19 - PL19 - PL9 - AM9 - CK1 - CV21 - CV225 - RE24 - HT19 - RG25 - CF10 - PL3 - SH10 - SH7 - SH3 - CK5 - RE2 - RE2 - MD7 - SA1 - MDST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0G L A N S H A W A V E G L A N S H A W A V E1.6'5.0'7.0'33.3'B/B13.0'174.9'R150.0'R20.0'R15.0'1.3'5.0'7.7'32.0'14.0'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSDECIDUOUS TREES QTY COMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAB27Autumn Blaze Maple / Acer x freemanii `Jeffsred` TM2.5" Cal. B&BNATIVE CULTIVAR NAA56Armstrong Freeman Maple / Acer x freemanii 'Armstrong'2.5" Cal. B&BNATIVE CULTIVAR NBS4Shiloh Splash Birch / Betula nigra 'Shiloh Splash'2.5" CAL. B&B NATIVE CULTIVAR NBF5Dakota Pinnacle® Asian White Birch / Betula platyphylla 'Fargo'2.5" CAL. B&BNOT NATIVENPSG5Princeton Sentry Gingko / Ginkgo biloba `Princeton Sentry`2.5" Cal. B&BNOT NATIVENGD4Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM2.5" Cal. B&B NATIVE CULTIVAR NSH27Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM2.5" Cal. B&B NATIVE CULTIVAR NEK5Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR NQB5Swamp White Oak / Quercus bicolor2.5" Cal. B&B NATIVEYQG4Heritage Oak / Quercus x macdanielii 'Clemons' TM2.5" CAL. B&B NOT NATIVE NUP7 American Elm / Ulmus americana `Princeton`2.5" Cal. B&B NATIVE CULTIVAR YEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAC5 White Fir / Abies concolor8` HT. B&B NOT NATIVE NPD14Black Hills White Spruce / Picea glauca 'Densata'8` HT. B&B NATIVE CULTIVAR NPG14Blue Colorado Spruce / Picea pungens 'Glauca'8` HT. B&B NOT NATIVE NWP15 White Pine / Pinus strobus8` HT. B&B NATIVENORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTS POLLINATOR FRIENDLYAG3Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`2" CAL. B&B NATIVEYCV23Winter King Hawthorn / Crataegus viridis `Winter King`2" CAL. B&B NOT NATIVE YMP6Prairifire Crabapple / Malus x 'Prairifire'2" CAL. B&B NOT NATIVE YMS3Spring Snow Crabapple / Malus x 'Spring Snow'2" CAL. B&B NOT NATIVE YSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYAS1Standing Ovation TM Serviceberry / Amelanchier alnifolia `Obelisk`36" HT.NATIVE CULTIVAR YCF37Arctic Fire® Red Twig Dogwood / Cornus sericea 'Farrow'24" HT.NATIVE CULTIVAR YHT31Endless Summer® Twist-n-Shout® Hydrangea / Hydrangea macrophylla 'PIIHM-I' TM24" HT.NOT NATIVE YHL16Little Quick Fire® Panicle Hydrangea / Hydrangea paniculata 'SMHPLQF'24" HT.NOT NATIVE YSGJ44Sea Green Juniper / Juniperus chinensis `Sea Green`36" SPRD. NOT NATIVE NMD3Siberian Carpet Cypress / Microbiota decussata36" HT.NOT NATIVE NRG185Gro-Low Fragrant Sumac / Rhus aromatica 'Gro-Low'24" SPRD. NATIVE CULTIVAR NRE76Como Park Easy Elegance Rose / Rosa x `BAlark` TM24" HT.NOT NATIVE YTN30Nova Japanese Yew / Taxus cuspidata 'Nova'36" HT.NOT NATIVE NTT2Taunton`s Yew / Taxus x media `Tauntonii`24" HT.NOT NATIVE NGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYCK157Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster'#3 CONT NATIVE CULTIVAR NFE17Elijah Blue Fescue / Festuca glauca 'Elijah Blue'#3 CONT NOT NATIVE NHA313All Gold Japanese Forest Grass / Hakonechloa macra `All Gold`#3 CONT NOT NATIVE NSH78Prairie Dropseed / Sporobolus heterolepis#3 CONT NATIVE CULTIVAR NPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTS POLLINATOR FRIENDLYAM15Montgomery False Spiraea / Astilbe japonica `Montgomery`#3 CONT NOT NATIVE YAR34Rheinland Japanese Astilbe / Astilbe japonica 'Rheinland'#3 CONT NOT NATIVE YPL64Little Spire Russian Sage / Perovskia atriplicifolia 'Little Spire'#3 CONT NOT NATIVE YSA44Autumn Joy Sedum / Sedum x 'Autumn Joy'#3 CONT NOT NATIVE YPLANT SCHEDULEGROUND COVERS COMMON / BOTANICAL NAMESIZEDog Park Mulch / Dog Park MulchOrganic mulch specifically preoduced for use indog parks. Shall knit together to form matted,accessible surface, shall be treated withanti-microbial agent.MulchRock Maintanence Strip / Rock Maintanence Strip1" River rock over filter fabric, include edging asshown & needed. See detail.MulchBlue Grass Based / SodCommercial grade, locally grown, "Big Roll"preferredSodPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0OVERALL -LANDSCAPE PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder11/07/22LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LANDSCAPE LEGEND (SHEETS L1.0-L1.3):MULCH SCHEDULEAREAMULCH TYPEEDGING FABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYES NO SEE DETAIL SHT. L1.1PLANTING BEDS4" DEPTH, SHREDDED CEDARYES NOMAINT. STRIP AT BUILDING FOUNDATION NANANADOG PARK MULCH4" DEPTH, SHREDDED WOOD, SEEREMARKSYES YESORGANIC MULCH SPECIFICALLY FOR USEIN DOG PARKS. SHALL KNIT TOGETHERTO FORM MATTED, ACCESSIBLESURFACE, SHALL BE TREATED WITHANTI-MICROBIAL AGENT.NATIVE SEED AREASNANANANOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETSOF ALL MATERIALSEDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE ANDDISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THECONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINALLOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALLPROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TOTHE EDGE OF PAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.CITY OF LAKEVILLE LANDSCAPE REQUIREMENTS1.REQUIRED SCREENING AND LANDSCAPING (11-21-9)1.1.PROPERTY PERIMETER LANDSCAPING1.2.OFF-STREET PARKING PERIMETER LANDSCAPING1.3.INTERIOR LANDSCAPE PLANTINGS1.4.RESIDENTIAL BUFFER YARD OR TRANSITIONAL BUFFER ZONE PLANTINGSEXHIBIT I PID: 220100051014Address: 18000 Cedar AveNO BUILDINGS12" RCP12" RCP15" RCPEXCEPTIONST-4ST-5ST-9ST-10ST-11ST-17C C C C C C C C CC CCONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCCCCCCCCCFES 11STMH 12 (72")RE=988.50IE=984.00SUMP=981.00CBMH 9RE=990.48IE=981.68CB 14RE=989.96IE=983.31CBMH 6RE=991.33IE=980.64CBMH 13RE=990.33IE=982.64CB XXRE=984.75IE=980.75CB 36RE=978.21IE=976.84MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11CB8RE=990.76IE=986.76MH10RE=990.60IE(N)=983.89IE(W/E)=982.24CBMH 11RE=988.35IE=984.18CB 12RE=988.29IE=984.293 - PD1 - AB22 - SH23 - PG2 - AA51 - GD1 - UP3 - MP2 - AA51 - EK3 - GD3 - PG3 - AC3 - WP3 - PD1 - PSG1 - UP1 - AB21 - EK1 - QG1 - SH21 - PSG2 - MS1 - SH21 - AB21 - PSG1 - AB21 - SH22 - AA51 - SH24 - BS7 - WP3 - PD1 - EK2 - PSG1 - PD3 - PD2 - AC5 - PG1 - PD1 - AG5 - BF1 - QG2 - AG5 - RG15 - RG9 - RG38 - SH3 - TN4 - HT7 - RG4 - RG14 - TN7 - RG4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ20 - RG1 - MP10 - CK10 - CK17 - FE16 - CK20 - CK8 - CK16 - HL27 - CK5 - CF3 - SGJ7 - RG8 - RG1 - MP19 - CK12 - TN1 - TN3 - HT1 - AS15 - SA16 - CK24 - PL10 - CK7 - PL2 - TT6 - SH9 - CK13 - HA316 - AR9 - SA6 - AM5 - SH9 - SH13 - SA19 - PL19 - PL9 - AM9 - CK1 - CV21 - CV225 - RE24 - HT19 - RG25 - CF10 - PL3 - SH10 - SH7 - SH3 - CK5 - RE2 - RE2 - MD7 - SA1 - MDST-4ST-5ST-9ST-10ST-11ST-17DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.8 1 7 . 7 10.0 G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSREVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANENLARGEMENTNORTH. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder11/07/2201" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET L1.0 FOR GENERAL PLAN NOTESEXHIBIT J PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St W36" RCP 36" RCP 15" RCPBituminous Parking LotST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C C C C C C C CC CCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMIT C C C C C C C CC EOF=978.50EOF=975.50FES 11IE=978.00STMH 12 (72")RE=988.50IE=984.00SUMP=981.00FES 21IE=978.00FES 1IE=978.00CBMH 5RE=991.33IE=979.31TRENCH DRAIN 2ARE=983.84-983.72IE=981.72STMH 2 (72")RE=984.60IE(N)=981.64IE(W/E)=978.44SUMP IE=972.44STMH 3RE=993.00IE(W)=987.40IE(NW/E)=978.76FES 31IE=974.50CB 35RE=979.24IE=976.12CBMH 34RE=979.25IE=975.82SUMP IE=971.82STMH 33RE=981.00±IE=975.35STMH 32 (60")RE=982.50±IE=975.07SUMP=970.07CBMH 6RE=991.33IE=980.64FES 41IE=978.00OUTLET CONTROL STRUCTURE 42RE=977.50IE (S)=972.50IE (NW)=971.75INSTALL WEIR WALL INSIDE STRUCTURE15" WEIR WALL ORIFICE IE=975.15WEIR WALL TOP=977.00INSTALL DRAINTILE DOWNSTREAM OFWEIR WALLCB 36RE=978.21IE=976.84FES 41IE=971.50STMH 4RE=991.73IE=987.73MH7RE=992.80IE(NW)=986.33IE(SW/NE)=981.11STMH 41A (48")RE=982.00IE=978.93SUMP=974.93STMH 21A (48")RE=982.70IE=979.00SUMP=975.001 - QG1 - SH22 - MS1 - SH21 - AB21 - PSG1 - AB21 - SH22 - AA51 - SH21 - QB1 - SH21 - UP1 - UP2 - EK5 - WP1 - UP4 - BS1 - UP1 - UP2 - QG7 - WP3 - PD3 - PG1 - EK2 - PSG1 - PD3 - PD2 - AC3 - TN4 - HT4 - RG4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ4 - RE3 - SGJ5 - RG12 - RG20 - RG1 - MP1 - MP10 - CK10 - CK17 - FE16 - CK20 - CK8 - CK16 - HL27 - CK16 - RG36 - RG3 - SGJ4 - CF3 - SGJ3 - CF2 - SGJ5 - CF3 - SGJ7 - RG8 - RG15 - RG1 - MP19 - CK12 - TN1 - TN3 - HT1 - AS15 - SA16 - CK24 - PL10 - CK7 - PL2 - TT6 - SH9 - CK13 - HA316 - AR9 - SA6 - AM5 - SH9 - SH13 - SA19 - PL19 - PL9 - AM9 - CK1 - CV2ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.01 7 . 7 10.010.022.510.0G L A N S H A W A V E EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSREVISION SUMMARYDATEDESCRIPTIONL1.2LANDSCAPE PLANENLARGEMENTSOUTH............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder11/07/2201" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRSEE SHEET L1.0 FOR GENERAL PLAN NOTES 3 - PD3 - PG1 - PD1 - AG1 - TN3 - HT1 - AS15 - SA16 - CK24 - PL10 - CK7 - PL2 - TT6 - SH9 - CK13 - HA316 - AR9 - SA6 - AM5 - SH9 - SH13 - SA19 - PL19 - PL9 - AM9 - CK1 - CV21 - CV225 - RE24 - HT19 - RG25 - CF10 - PL3 - SH10 - SH7 - SH3 - CK5 - RE2 - RE2 - MD7 - SA1 - MD10 - CK10 - CK17 - FE16 - CKREVISION SUMMARYDATEDESCRIPTIONL1.3LANDSCAPE PLANNOTES & DETAILS............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2210808/18/2022CUP SUBMITTAL10/12/2022CUP RESUBMITTAL11/07/2022CUP RESUBMITTAL......7/8/22SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP..............2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder11/07/221.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BEBORNE ENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BEPER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITHTHE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICEAND METERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OFPAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL"ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITYGRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREASWHENEVER POSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMONWIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABELOR COLOR CODE ALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUSOR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVELUNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN4PERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT7DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT6THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT501" = 10'-0"10'-0"5'-0"N1MAIN ENTRANCE LANDSCAPE ENLARGEMENT01" = 10'-0"10'-0"5'-0"N2MONUMNET SIGN LANDSCAPE ENLARGEMENT01" = 10'-0"10'-0"5'-0"N3WEST ENTRANCE LANDSCAPE ENLARGEMENT PID: 221202001010Owner: KJPL Avonlea LLCAddress: 7255 181st St WPID: 220100051014Address: 18000 Cedar AveNO BUILDINGSS89°47'18"W 1495.45376.18Δ=48°59'06"R=440.0095.75 S00°52'51"E36" RCP 36" RCP 12" RCP12" RCP15" RCP"Line A""Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/4480.33Δ=49°08'40"R=560.00279.01201.32Δ=28°32'48"Δ=20°35'52"EXCEPTIONBituminous Parking LotST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT ST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23DRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENT10.024.810.01 7 . 7 10.010.022.510.0CONNECT TOWATERMAINCONNECT TO STUB ATPROPERTY LINESEE STREET PLANSCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONCRETE WASHOUTAREA. CONTRACTORTO PROVIDETEMPORARY SIGNAGECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONSW1.0OVERALL -SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF LAKEVILLE EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.\4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRSWPPP LEGEND (SHEETS SW1.0-SW1.2):EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EXHIBIT K GLA 36" RCP 36" RCP 12" RCP12" RCP15" RCP"Line A""Point A"A Point on the SLine of the S 1/2 ofthe SW 1/4 of Sec.10, Twp. 114, Rng.20, lying 1091.97feet W of the SEcorner of said S1/2of the SW 1/4EXCEPTIONBituminous Parking LotST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23C C C C C C C C CC CCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT CONSTRUCTION LIMIT CONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMITCONSTRUCTION LIMIT WET DETENTION /FILTRATION BASIN 2EOF=978.50NWL=974.50FILTRATION BENCH=974.50BOTTOM=969.50100-YR HWL=978.05SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLY ALL WORK IN THIS AREA UNDERSEPARATE SUBMITTAL & PERMIT- FOR REFERENCE ONLYC C C C C C C CC CCCCCCCCCEOF=978.50EOF=975.50ST-4ST-5ST-9ST-10ST-11ST-15ST-16ST-17ST-21ST-22ST-23G L A N S H A W A V E G L A N S H A W A V E1.3'EOF=992.0EOF=990.73CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSFILTRATION BASIN 1(CONSTRUCTED BYOTHERS)EOF=975.50BOTTOM=972.50100-YR HWL=975.27SEE GRADINGINSTALL CLAY LINER,COORD. W/ GEOTECHEOF=975.50CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONCRETE WASHOUTAREA. CONTRACTORTO PROVIDETEMPORARY SIGNAGECivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.c179TH STREET APARTMENTS GLACIER WAY, LAKEVILLE, MN 55044 300 PRAIRIE CENTER DRIVE, #245, EDEN PRAIRIE, MN 55344 TE MILLER DEVELOPMENT, LLC PROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 2210808/18/2022 CUP SUBMITTAL10/12/2022 CUP RESUBMITTAL11/07/2022 CUP RESUBMITTAL. .. .. .7/8/22 SKETCH PLANDRAWN BY:REVIEWED BY:RB, KB, MDRB, MP. .. .. .. .. .. .. .2022LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta11/07/22REVISION SUMMARYDATEDESCRIPTIONSW2.0OVERALL -SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF LAKEVILLE EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.SWPPP LEGEND (SHEETS SW2.0-SW2.2):EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET UP BIKE STORAGE Garage Entrance CAR WASH BAY PET WASH STAIRSTAIR POOL EQUIP Garage 83,555 SF 243 Parking Spaces LOBBY LOBBYMECH/ ELEC LOBBY TRASH TRASH STORAGE WATER 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 24' - 0" portion of decked area above 24' - 0" Garage Entrance24' - 0"24' - 0"6 18 30 17 2 20 16 8 19 16 12 13 22 6 18 STORAGE LOCKERS (12) 24' - 0" ELEC 16 4 STORAGE UNITS (4x4 - 25) SLOPE DN 3%SLOPE DN 4.0%INTAKE EXHAUST HEATER HEATER HEATER HEATER HEATER HEATER HEATER STORAGE LOCKERS(2) STORAGE LOCKERS(7) STORAGE LOCKERS(3) STORAGE LOCKER (1) STORAGE LOCKERS(6) MAIN ENTRY 1075 SF F6 775 SF C3 851 SF D1 734 SF C1 1026 SF G1 733 SF C2 1088 SF F7 734 SF C2 539 SF A1 837 SF D2 963 SF F2 837 SF D2 4076 SF C3-B 779 SF C3-A 1087 SF F7 886 SF D5 564 SF A1 1088 SF F7 657 SF B2 774 SF C3 1082 SF F7 1131 SF F9 979 SF F1 626 SF B1 677 SF B3 624 SF B1 770 SF C3 1088 SF F7 661 SF B2 1180 SF G2 644 SF B1 1088 SF F7 725 SF C1 779 SF C3 1085 SF F8 639 SF B1 721 SF C1 946 SF D6 774 SF C3 1089 SF F7 778 SF C3 1087 SF F7 657 SF B2 625 SF B1 677 SF B3 626 SF B1 1041 SF F4 1081 SF F7 977 SF F1 774 SF C3 734 SF C1 773 SF C3 930 SF E1 844 SF D1 1137 SF F9 1068 SF F6 957 SF F2 ENTRYTRASH TRASH 1 2 3 5 6 STGELEC 1086 SF F8 1030 SF F3 ELEV. EQUIP LOBBY 621 SF B1 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 779 SF C3 1045 SF F7 Amenity Patio Pool Deck Area Walk-up Patios Walk-up PatiosLine of garage belowLine of garage below 1088 SF F7 417' - 9 1/2"378' - 8 1/2"Pickleball Court 725 SF C1 STG4 STG STG62' - 8" ADMIN CO-WORK MAIL DINING FITNESSGAME ROOM/GOLF BAR/LOUNGE LOBBY LOCKEROOMS SAUNA PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:40:45 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A2-0 FLOOR PLANS 221094 City Submittal SCALE 1/32" = 1'-0"1 Garage Floor Plan SCALE 1/32" = 1'-0"2 1st Floor Plan Unit Mix A: Studio B: 1 Bed C: 1 Bed D: 1 Bed + Den E: 2 Bed F: 2 Bed G: 2 Bed + Den SF Range 541 620-673 720-780 832-946 930-937 960-1110 1015-1321 Count 9/ 3% 46/ 19% 65/ 27% 26/ 11% 3/ 1% 82/ 34% 12/ 5% 243 / 100%Total Total # of Bedrooms 340 Total Parking Count:486 Garage Standard 190 Compact 48 (20%) Handicap (2% req'd) 5 Total 243 *Per chapter 11-19-7 of City Ordinace - up to 20% of the parking spaces in a parking lot may be permanently marked for compact cars only. EXHIBIT L 1075 SF F6 1131 SF F9 1082 SF F7 774 SF C3 657 SF B2 850 SF D1 734 SF C1 775 SF C3 974 SF F1 620 SF B1 1088 SF F7 885 SF D3 671 SF B3 886 SF D5 619 SF B1 773 SF C3 1085 SF F7 1081 SF F7780 SF C3 780 SF C3-B 658 SF B2 841 SF D2 1171 SF G2 ALT 965 SF F2 1087 SF F8 729 SF C2 1080 SF F7 734 SF C2 540 SF A1 733 SF C2 640 SF B1 1081 SF F7 720 SF C1 1081 SF F7 774 SF C3 1076 SF F7 666 SF B2 1325 SF G4 1085 SF F8 1203 SF G3 ALT 830 SF D2 774 SF C3 540 SF A1 639 SF B1 721 SF C1 774 SF C3 1089 SF F7 1087 SF F7 773 SF C3 620 SF B1 1041 SF F4 1081 SF F7 657 SF B2 937 SF E1 773 SF C3 1137 SF F9 844 SF D1 734 SF C1 774 SF C3 972 SF F1 626 SF B1 672 SF B3 537 SF A1 1 2 3 5 6 STGELEC STGELEC 1 2 3 4 5 6 7 TRASH TRASH 957 SF F2 ELEC LOBBY 954 SF F2 618 SF B1 1030 SF F3 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 LOBBYLOBBY 420' - 0 1/4" 291' - 0" ELEC 417' - 9 1/2"824 SF C3 946 SF D6 1026 SF G1 378' - 8 1/2"837 SF D2 619 SF B1 733 SF C2 8 1068 SF F6 STGSTG 4 STG STG STG STG1075 SF F6 1131 SF F9 1082 SF F7 844 SF D1 774 SF C3 657 SF B2 734 SF C1 775 SF C3 974 SF F1 620 SF B1 671 SF B3 619 SF B1 1088 SF F7 885 SF D3 1085 SF F7 773 SF C3 1081 SF F7 658 SF B2 1171 SF G2 774 SF C3 4070 SF C3 832 SF D2 965 SF F2 1087 SF F8 619 SF B1 1080 SF F7 734 SF C2 540 SF A1 835 SF D2 957 SF F2 1026 SF G1 640 SF B1 1081 SF F7 720 SF C1 1081 SF F7 774 SF C3 1076 SF F7 618 SF B1 1088 SF F7 779 SF C3 1085 SF F8 1203 SF G3 830 SF D2 774 SF C3 639 SF B1 540 SF A1 721 SF C1 1089 SF F7 774 SF C3 1087 SF F7 773 SF C3 619 SF B1 1030 SF F3 1041 SF F4 1081 SF F7 672 SF B3 626 SF B1 972 SF F1 774 SF C3 657 SF B2 930 SF E1 734 SF C1 844 SF D1 773 SF C3 829 SF D4 1006 SF F6 TRASH T 954 SF F2 537 SF A1 725 SF C1 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 728 SF C2 665 SF B2 417' - 9 3/4"374' - 1 1/2"ELEV EQIP LOBBY ELEC 733 SF C2 1 2 3 5 6 STGELEC 4 STGELEC 1 2 3 4 5 6 7 8STG STG STGPREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:40:49 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A3-0 FLOOR PLANS 221094 City Submittal SCALE 1/32" = 1'-0"1 2nd Floor Plan SCALE 1/32" = 1'-0"2 3rd Floor Unit Mix A: Studio B: 1 Bed C: 1 Bed D: 1 Bed + Den E: 2 Bed F: 2 Bed G: 2 Bed + Den SF Range 541 620-673 720-780 832-946 930-937 960-1110 1015-1321 Count 9/ 3% 46/ 19% 65/ 27% 26/ 11% 3/ 1% 82/ 34% 12/ 5% 243 / 100%Total Total # of Bedrooms 340 CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 4 Story Building 3 Story Building 3 Story Building 1086 SF F8 619 SF B1 1080 SF F7 730 SF C2 830 SF D2 950 SF F2 536 SF A1 1076 SF F7 774 SF C3 1081 SF F7 720 SF C1 1081 SF F7 640 SF B1 1171 SF G2 658 SF B2 1081 SF F7 773 SF C3 619 SF B1 671 SF B3 620 SF B1 1003 SF F5 957 SF F2 832 SF D2 3364 SF C3 1080 SF F7 879 SF D5 859 SF D3 1111 SF F9 1015 SF G1 3 Story Roof Below 3 Story Roof Below 1 2 3 5 6 STGELEC TRASH 1081 SF G5 1 A5-0 2 A5-0 3 A5-0 1 A6-0 2 A6-0 3 A6-0 LOBBY STAIR 729 SF C2 297' - 7"774 SF C3 287' - 5 1/4" 730 SF C2 4 STG STGPREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:40:51 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A4-0 FLOOR/ROOF PLANS 221094 City Submittal SCALE 1/32" = 1'-0"2 Roof SCALE 1/32" = 1'-0"1 4th Floor Plan Unit Mix A: Studio B: 1 Bed C: 1 Bed D: 1 Bed + Den E: 2 Bed F: 2 Bed G: 2 Bed + Den SF Range 541 620-673 720-780 832-946 930-937 960-1110 1015-1321 Count 9/ 3% 46/ 19% 65/ 27% 26/ 11% 3/ 1% 82/ 34% 12/ 5% 243 / 100%Total Total # of Bedrooms 340 CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9' -0" Lobby 0"9' - 0"2' - 0"11' - 2 1/8" 11' - 1 7/8" 11' - 1 7/8" 10' - 8 5/8"FROM MEAN GROUND LEVEL39' - 4 1/4"ELEVATOR OVER RUN PARAPET2' - 6"BRICK MASONRY #2 BRICK MASONRY #2 FIBER CEMENT #3 METAL LOUVER WINDOW NORTH ENTRY 3rd Floor Roof 35' -0 5/8" BRICK MASONRY #1 BRICK MASONRY #2 FIBER CEMENT SIDING #2 BRICK MASONRY #2WOOD/COMPOSITE & METAL ENTRY CANOPY METAL PANEL #2 2 SIDED ILLUMINATED BLADE SIGN AVERAGE MEAN GRADE HEIGHT @ 4 STORY BUILDING = 992.6 (TOPO) AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7 (TOPO) FIBER CEMENT SIDING #3 ALUMINUM BALCONY METAL LOUVER FIBER CEMENT SIDING #3 METAL PANEL WALL W/ CONCRETE BASE FIBER CEMENT SIDING #1 FIBER CEMENT SIDING #2 METAL PANEL #1 ADDRESS SIGNAGE ROOF STRUCTURE METAL FLASHING METAL FLASHING 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9' -0" Lobby 0"10' - 8 5/8"11' - 1 7/8"11' - 1 7/8"11' - 2 1/8"2' - 0"9' - 0"BRICK MASONRY #1BRICK MASONRY #2 BRICK MASONRY #2 FIBER CEMENT SIDING #2 FIBER CEMENT #1 FIBER CEMENT SIDING #3 METAL LOUVER WINDOW FROM MEAN GROUND LEVEL46' - 7 1/4"ENTRANCE SIGN/ BIKE SCREENING WOOD/COMPOSITE & METAL CANOPY 3rd Floor Roof 35' -0 5/8" GARAGE ENTRANCE BRICK MASONRY #1 BRICK MASONRY #2 BRICK MASONRY #1 ALUMINUM BALCONY FIBER CEMENT SIDING #2BRICK MASONRY #1FIBER CEMENT SIDING#1 METAL PANEL #2 FIBER CEMENT SIDING#2 FIBER CEMENT SIDING #3 BRICK MASONRY #1 METAL LOUVER ALUMINUM BALCONY FIBER CEMENT SIDING #2 AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7 (TOPO)FROM MEAN GROUND LEVEL39' - 4 1/4"AVERAGE MEAN GRADE HEIGHT @ 4 STORY BUILDING = 992.6 (TOPO) METAL PANEL FIBER CEMENT SIDING #4 ROOF STRUCTURE METAL FLASHING METAL FLASHING 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9'-0" Lobby 0"10' - 8 5/8"11' - 1 7/8"11' - 1 7/8"11' - 2 1/8"2' - 0"9' - 0"BRICK MASONRY #1 BRICK MASONRY #2 BRICK MASONRY #1 FIBER CEMENT SIDING #2 FIBER CEMENT SIDING#1 FIBER CEMENT SIDING #3 METAL LOUVER WINDOW SOUTH AMENITY DECK ENTRY 3rd Floor Roof 35' -0 5/8" BRICK MASONRY #1 BRICK MASONRY #1 FIBER CEMENT #2 BRICK MASONRY #1 METAL PANEL #2 FIBER CEMENT #1 FIBER CEMENT #2 FIBER CEMENT #2 FIBER CEMENT #3 BRICK MASONRY #1 BRICK MASONRY #2 ALUMINUM BALCONY GARAGE DOOR AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7(TOPO)FROM MEAN GROUND LEVEL39' - 4 1/4"WOOD/COMPOSITE & METAL TRELLIS ROOF STRUCTUREPARAPET2' - 6"METAL PANEL #1 BRICK MASONRY #2 METAL FLASHING MATERIAL KEY Masonry Brick #1 Manufacture: Glen-Gery Type: Utility Brick Color: Whiteford Range Masonry Brick #2 Manufacture: Glen-Gery Type: Utility Brick Color: Carbon Black Fiber Cement Siding #1 (Lap) Manufacture: James Hardie Type: Statement Collection / 6" Lap Color: Cobble Stone Fiber Cement Siding #2 (Lap) Manufacture: James Hardie Type: Dream Collection / 6" Lap Color: Asteroid Gray Fiber Cement Siding #3 (Plank) Manufacture: Nichiha Type: Vintagewood Series Color: Spruce Metal Panel #2 Manufacture: TBD Type: Single Skin Color: Warm Wood Tone/ TBD Metal Flashing Manufacture: TBD Color: To Match Adjacent Material Storefront Manufacture: TBD Color: Dark Bronze Aluminum Balcony Manufacture: TBD Color: Dark Bronze Windows Manufacture: TBD Color: White HVAC Louvers Style: Architectural Style Color: To Match Adjacent Material Metal Panel #1 Manufacture: TBD Type: Single Skin Color: Dark Bronze/ TBD PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:41:36 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A5-0 ELEVATIONS 221094 City Submittal SCALE 1/16" = 1'-0"1 NORTH ELEVATION SCALE 1/16" = 1'-0"2 EAST ELEVATION SCALE 1/16" = 1'-0"3 SOUTH ELEVATION EXTERIOR WALL MATERIAL PERCENTAGES - NORTH Comments Area Percentage FIBER CEMENT #1 94 SF 1% FIBER CEMENT #2 2371 SF 17% FIBER CEMENT #3 2146 SF 16% MASONRY BRICK #1 1776 SF 13% MASONRY BRICK #2 7106 SF 51% METAL PANEL #2 306 SF 2% Grand total: 70 13801 SF 100% EXTERIOR WALL MATERIAL PERCENTAGES - EAST Comments Area Percentage 49 SF 0% FIBER CEMENT #1 3343 SF 25% FIBER CEMENT #2 2474 SF 18% FIBER CEMENT #3 1151 SF 8% MASONRY BRICK #1 4674 SF 34% MASONRY BRICK #2 1882 SF 14% METAL PANEL #2 38 SF 0% Grand total: 59 13612 SF 100% EXTERIOR WALL MATERIAL PERCENTAGES - SOUTH Comments Area Percentage FIBER CEMENT #1 3902 SF 28% FIBER CEMENT #2 1918 SF 14% FIBER CEMENT #3 442 SF 3% MASONRY BRICK #1 4814 SF 35% MASONRY BRICK #2 2070 SF 15% METAL PANEL #1 505 SF 4% METAL PANEL #2 224 SF 2% Grand total: 46 13876 SF 100% EXTERIOR WALL MATERIAL PERCENTAGES - OVERALL Comments Area Percentage FIBER CEMENT #1 22401 SF 27% FIBER CEMENT #2 11438 SF 14% FIBER CEMENT #3 4527 SF 6% MASONRY BRICK #1 27785 SF 34% MASONRY BRICK #2 14022 SF 17% METAL PANEL #1 1005 SF 1% METAL PANEL #2 768 SF 1% Grand total: 346 81946 SF 100% CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 EXHIBIT M 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9' -0" Lobby 0"11' - 1 7/8"11' - 1 7/8"11' - 2 1/8"2' - 0"9' - 0"INTERIOR OF BUILDING INTERIOR OF GARAGE BRICK MASONRY #1 BRICK MASONRY #1 BRICK MASONRY #2 FIBER CEMENT SIDING #2 FIBER CEMENT SIDING #1 METAL LOUVER WINDOW 3rd Floor Roof 35' -0 5/8" BRICK MASONRY #2 FIBER CEMENT SIDING #2 FIBER CEMENT SIDING #1 BRICK MASONRY #1 FIBER CEMENT SIDING #1 BRICK MASONRY #1 AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7 (TOPO)2' - 9"FROM MEAN GROUND LEVEL39' - 4 1/4"GARAGE TO SLOPE 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9' -0" Lobby 0" INTERIOR OF BUILDING INTERIOR OF GARAGEBRICK MASONRY #1 BRICK MASONRY #2 FIBER CEMENT SIDING #2 FIBER CEMENT SIDING #1 METAL LOUVER WINDOW FROM MEAN GROUND LEVEL46' - 7 1/4"FROM MEAN GROUND LEVEL39' - 4 1/4"3rd Floor Roof 35' -0 5/8" BRICK MASONRY #1 FIBER CEMENT SIDING #2 BRICK MASONRY #2 FIBER CEMENT SIDING #1 FIBER CEMENT SIDING #2 BRICK MASONRY #2 BRICK MASONRY #1 BRICK MASONRY #1 ALUMINUM BALCONY AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7 AVERAGE MEAN GRADE HEIGHT @ 4 STORY BUILDING = 992.6 GARAGE TO SLOPE ROOF STRUCTURE PARAPET1' - 6"1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9' -0" Lobby 0"11' - 1 7/8"11' - 1 7/8"11' - 2 1/8"2' - 0"9' - 0"BRICK MASONRY #1 ALUMINUM BALCONY FIBER CEMENT SIDING#2 FIBER CEMENT SIDING #3 WINDOWPARAPET2' - 6"FROM MEAN GROUND LEVEL46' - 7 1/4"WEST ENTRY 3rd Floor Roof 35' -0 5/8" FIBER CEMENT SIDING #1METAL LOUVER BRICK MASONRY #1FIBER CEMENT SIDING#1BRICK MASONRY #1 FIBER CEMENT SIDING#3 FIBER CEMENT SIDING#3 BRICK MASONRY #2 METAL PANEL #2 FIBER CEMENT SIDING#3 AVERAGE MEAN GRADE HEIGHT @ 4 STORY BUILDING = 992.6 (TOPO)FROM MEAN GROUND LEVEL39' - 4 1/4"AVERAGE MEAN GRADE HEIGHT @ 3 STORY BUILDING = 988.7(TOPO) METAL PANEL ROOF STRUCTURE MATERIAL KEY Masonry Brick #1 Manufacture: Glen-Gery Type: Utility Brick Color: Whiteford Range Masonry Brick #2 Manufacture: Glen-Gery Type: Utility Brick Color: Carbon Black Fiber Cement Siding #1 (Lap) Manufacture: James Hardie Type: Statement Collection / 6" Lap Color: Cobble Stone Fiber Cement Siding #2 (Lap) Manufacture: James Hardie Type: Dream Collection / 6" Lap Color: Asteroid Gray Fiber Cement Siding #3 (Plank) Manufacture: Nichiha Type: Vintagewood Series Color: Spruce Metal Panel #2 Manufacture: TBD Type: Single Skin Color: Warm Wood Tone/ TBD Metal Flashing Manufacture: TBD Color: To Match Adjacent Material Storefront Manufacture: TBD Color: Dark Bronze Aluminum Balcony Manufacture: TBD Color: Dark Bronze Windows Manufacture: TBD Color: White HVAC Louvers Style: Architectural Style Color: To Match Adjacent Material Metal Panel #1 Manufacture: TBD Type: Single Skin Color: Dark Bronze/ TBD PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:41:57 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A6-0 ELEVATIONS 221094 City Submittal SCALE 1/16" = 1'-0"2 EAST ELEVATION - INTERIOR SCALE 1/16" = 1'-0"3 WEST ELEVATION - INTERIOR SCALE 1/16" = 1'-0"1 WEST ELEVATION EXTERIOR WALL MATERIAL PERCENTAGES - WEST Comments Area Percentage 37 SF 0% FIBER CEMENT #1 4399 SF 43% FIBER CEMENT #2 1279 SF 13% FIBER CEMENT #3 604 SF 6% MASONRY BRICK #1 2810 SF 28% MASONRY BRICK #2 929 SF 9% METAL PANEL #2 138 SF 1% Grand total: 49 10195 SF 100% EXTERIOR WALL MATERIAL PERCENTAGES - EAST INTERIOR Comments Area Percentage FIBER CEMENT #1 3080 SF 32% FIBER CEMENT #2 1495 SF 16% MASONRY BRICK #1 4357 SF 46% MASONRY BRICK #2 587 SF 6% Grand total: 26 9519 SF 100% EXTERIOR WALL MATERIAL PERCENTAGES - WEST INTERIOR Comments Area Percentage FIBER CEMENT #1 5531 SF 48% FIBER CEMENT #2 1678 SF 15% MASONRY BRICK #1 3653 SF 32% MASONRY BRICK #2 695 SF 6% Grand total: 37 11557 SF 100% CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9'-0" Lobby - FFE 993 2nd Floor 3rd Floor WoodConcrete Lobby 0" Common AreaUnits UnitsCorridorGarage Main Entry Pool Elevator Over run 3rd Floor Roof 35' -0 5/8" Elevator Over run 1st Floor 2' -0" 2nd Floor 13' -2 1/8" 3rd Floor 24' -4" 4th Floor 35' -5 7/8" Roof 46' -2 1/2" Garage -9'-0"10' - 8 3/4"11' - 2"11' - 2 1/4"Garage 1st Floor - FFE 995 2nd Floor 3rd Floor 1st Floor - FFE 995' 2nd Floor 3rd Floor Wood Concrete Wood Concrete Lobby 0" 4th Floor UnitsUnits CorridorAmenity Deck UnitsUnits CorridorWalk-up patios Walk-up patios 11' - 2 1/4"11' - 0"Hanging Balconies Hanging Balconies Lobby - FFE 993' garage to be sloped11' - 1 7/8"11' - 1 7/8"11' - 2 1/8"49' - 2 3/4"3rd Floor Roof 35' -0 5/8"10' - 8 5/8"PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:42:06 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A7-0 BUILDING SECTIONS 221094 City Submittal SCALE 1/16" = 1'-0"1 Section 1 SCALE 1/16" = 1'-0"2 Section 2 CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 EXHIBIT N PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:59:23 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A8-0 PERSPECTIVES 221094 City Submittal 1. NE Aerial 2. SW Aerial 3. West Entrance 6. West Entrance 4. NE Perspective 5. NW Perspective CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 EXHIBIT O PREPARED FOR REVISIONS & ADDENDUMS 2022 Tushie Montgomery & Associates, Inc.© SKETCH PLAN SUBMITTALNOT FOR CONSTRUCTION07/08/2022 TE MILLER DEVELOPMENT, LLC ROBB MILLER rmiller@temiller.com ALEX TIMM atimm@temiller.com TUSHIE MONTGOMERY ARCHITECTS 7645 Lyndale Avenue South Suite 100 Minneapolis, MN 55423 PROJECT ADDRESS PHASE PREPARED BY CUP SUBMITTAL 08/18/2022 CUP RE-SUBMITTAL #1 10/12/2022 10/13/2022 4:59:23 PM179TH ST APARTMENTS Glacier Way Lakeville, MN A8-1 RENDERINGS 221094 City Submittal 1. N Elevation 2. W Elevation 3. E Elevation CUP RE-SUBMITTAL #1 CUP RE-SUBMITTAL #2 11/07/2022 Checked By:Revisions# Date CommentsDate:11/2/202236x44These drawings are for conceptual use only and are notintended for construction. Fixture runs and quantitiesshould be verified prior to order. Values representedare an approximation generated from manufacturersphotometric inhouse or independent lab tests with datasupplied by lamp manufacturers.TE MillerLakeville MNDrawn By: Joe FreySales Agent: Steve HahnScale:1" = 30'LS952-3968-1Scale: 1 inch= 30 Ft.C C C C C C C C CCCCCC CCC CC C C C C C C C 64.0'34.0'20.0'44.0'10.0'22.0'7.0'7.0'15.0'15.0'C C CC C C C CCC C C C C C C CCMH: 2718L-318L-3-290MH: 27MH: 2718L-3MH: 2718L-318L-3MH: 27MH: 2718L-3MH: 2718L-318L-3MH: 27MH: 2718L-3-BB18L-3-BBMH: 27MH: 2718L-3-BB18L-3-BBMH: 2718L-3MH: 2718L-3-BBMH: 27MH: 2718L-FTMH: 2718L-FT18L-FTMH: 2718L-FTMH: 27MH: 2718L-FT0.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.00.30.20.20.20.10.20.20.30.30.00.30.30.20.20.10.10.10.10.10.10.10.20.40.60.91.21.92.72.92.72.11.00.30.20.20.20.30.30.20.20.20.10.10.20.20.20.30.30.30.20.20.20.20.20.30.30.30.30.30.20.20.20.20.20.30.30.30.30.30.30.30.40.60.91.42.13.03.83.93.22.71.60.60.30.40.60.8 0.91.21.2 1.11.11.31.6 1.91.91.40.70.20.10.10.1 0.00.00.00.0 0.00.00.00.0 0.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.20.30.30.40.40.50.50.50.50.40.30.30.20.1 0.1 0.1 0.30.6 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.80.50.1 0.1 0.2 0.30.7 1.2 1.3 1.2 1.2 1.3 1.2 1.2 1.3 1.1 0.60.1 0.1 0.2 0.40.9 1.5 1.7 1.6 1.5 1.6 1.5 1.6 1.7 1.4 0.70.3 0.1 0.10.1 0.1 0.2 0.41.1 2.0 2.3 2.3 2.1 2.0 2.1 2.3 2.3 1.8 0.90.3 0.1 0.10.1 0.1 0.2 0.41.3 2.5 3.2 3.6 3.5 3.3 3.6 3.5 3.1 2.2 1.00.3 0.2 0.10.1 0.1 0.2 0.41.4 2.9 3.9 4.7 4.4 4.2 4.6 4.5 3.6 2.5 1.10.3 0.2 0.10.1 0.1 0.1 0.31.2 2.5 2.8 3.1 4.3 4.7 2.1 3.1 2.8 2.2 0.90.2 0.2 0.10.1 0.1 0.2 0.51.5 3.0 4.0 4.8 4.4 4.2 4.6 4.7 3.7 2.7 1.20.4 0.2 0.10.1 0.2 0.3 0.51.5 2.9 3.6 4.0 3.9 3.7 4.0 3.9 3.5 2.5 1.20.4 0.2 0.10.1 0.2 0.30.6 1.5 2.5 2.9 2.9 2.6 2.6 2.7 2.9 2.9 2.3 1.30.5 0.2 0.10.2 0.2 0.30.7 1.5 2.4 2.6 2.4 2.3 2.4 2.3 2.4 2.6 2.2 1.30.5 0.3 0.20.2 0.2 0.30.7 1.5 2.4 2.5 2.4 2.4 2.6 2.4 2.5 2.6 2.2 1.3 0.60.3 0.20.2 0.2 0.30.7 1.5 2.4 2.6 2.4 2.4 2.5 2.4 2.5 2.7 2.3 1.3 0.60.3 0.20.2 0.2 0.30.6 1.5 2.5 2.8 2.7 2.6 2.6 2.7 2.9 2.9 2.4 1.3 0.60.3 0.20.2 0.2 0.30.6 1.5 2.8 3.4 3.7 3.6 3.6 4.0 4.1 3.8 2.8 1.4 0.60.3 0.20.2 0.2 0.30.6 1.6 3.1 4.0 4.8 4.7 4.6 5.3 5.4 4.6 3.5 1.8 0.80.4 0.20.1 0.2 0.2 0.51.4 2.6 3.8 4.9 4.6 5.2 5.1 5.9 4.2 3.8 2.4 1.4 0.90.50.2 0.2 0.30.7 1.7 3.2 4.1 5.0 4.8 4.9 5.5 6.0 5.3 4.6 3.5 2.7 2.0 1.4 0.90.2 0.2 0.40.8 1.9 3.2 3.9 4.4 4.5 4.6 5.2 5.4 5.2 4.8 3.9 3.2 2.8 2.6 1.9 1.2 0.70.50.2 0.2 0.40.9 2.0 3.0 3.3 3.4 3.3 3.4 3.8 4.4 4.6 4.7 4.4 3.5 3.1 2.9 2.5 1.8 1.30.2 0.3 0.51.1 2.1 2.9 3.0 2.9 3.0 3.0 3.2 3.6 4.0 4.2 3.5 2.6 3.2 3.2 2.4 1.8 1.40.2 0.3 0.51.2 2.3 2.9 2.9 2.8 2.9 3.0 3.1 3.4 3.6 3.5 3.2 2.6 2.6 2.7 1.9 1.40.2 0.2 0.51.4 2.6 3.3 3.3 3.0 3.0 3.2 3.4 3.6 3.6 3.3 3.1 2.7 2.0 1.6 1.3 1.10.2 0.2 0.51.4 2.9 3.8 4.2 4.1 3.9 4.2 4.3 4.0 3.8 3.1 2.4 1.9 1.2 0.8 0.80.2 0.2 0.51.5 3.1 4.1 5.0 4.7 4.4 4.8 5.0 4.2 3.5 2.1 1.5 1.3 0.80.40.1 0.2 0.31.2 2.6 3.0 3.2 2.2 4.8 2.2 3.3 3.1 2.7 1.1 0.9 0.80.1 0.2 0.41.4 2.9 3.9 4.7 4.5 4.2 4.5 4.7 3.8 2.8 1.4 0.60.50.2 0.2 0.41.3 2.5 3.3 3.7 3.7 3.5 3.8 3.7 3.3 2.3 1.20.50.1 0.2 0.41.1 2.0 2.4 2.4 2.2 2.1 2.2 2.4 2.4 1.9 1.00.1 0.2 0.40.9 1.5 1.7 1.6 1.6 1.6 1.6 1.6 1.7 1.5 0.80.1 0.2 0.30.7 1.2 1.3 1.2 1.2 1.3 1.2 1.2 1.3 1.20.1 0.2 0.30.6 0.9 1.0 0.8 0.9 0.9 0.8 0.9 1.01.1 1.3 1.5 1.9 2.3 2.4 2.4 2.3 1.9 1.6 1.6 1.7 2.1 2.7 2.8 2.5 1.71.8 2.3 2.8 3.2 3.6 3.8 3.7 3.3 2.5 1.8 1.5 1.7 2.5 3.3 3.1 2.8 2.52.1 2.8 3.5 3.9 4.6 5.0 4.6 3.8 2.7 1.7 1.3 1.6 2.5 2.5 2.9 3.1 2.82.2 3.4 4.5 4.7 5.7 6.5 5.3 4.3 2.9 1.7 1.4 1.7 2.3 2.4 2.2 3.3 2.82.0 3.5 4.6 4.6 4.5 6.0 5.2 4.3 3.0 1.8 1.5 1.9 2.3 2.5 2.2 2.6 2.10.9 2.6 4.0 5.1 4.9 5.1 4.7 4.1 3.0 1.7 1.4 1.6 2.0 1.8 1.5 1.4 1.44.3 5.0 5.4 4.8 4.2 3.0 1.7 1.1 1.0 1.5 1.2 0.9 0.8 1.03.2 4.2 4.6 4.5 4.2 3.2 1.8 0.9 1.01.8 2.6 3.4 3.8 4.1 3.5 2.1 1.5 1.01.3 2.0 2.6 3.4 4.1 3.7 2.8 2.3 1.81.1 1.6 2.2 3.1 4.1 3.7 3.3 3.1 2.70.8 1.3 1.8 2.7 3.8 3.5 3.1 3.1 2.70.7 1.1 1.6 2.4 3.2 3.2 2.6 2.3 2.00.7 1.0 1.4 2.0 2.6 2.6 1.9 1.4 1.10.7 1.0 1.4 1.9 2.2 2.0 1.4 1.0 0.70.7 1.0 1.4 1.8 1.9 1.7 1.3 0.80.50.7 1.0 1.4 1.7 1.8 1.7 1.2 0.80.50.7 1.0 1.3 1.8 2.0 1.8 1.3 0.8 0.60.6 0.9 1.3 1.8 2.2 2.2 1.5 1.1 0.90.6 0.8 1.2 1.9 2.6 2.7 2.1 1.9 1.60.50.8 1.2 1.9 2.9 2.8 2.8 2.8 2.50.50.8 1.2 2.0 2.9 2.8 2.8 3.0 2.70.6 0.9 1.3 2.0 2.9 2.9 2.6 2.5 2.10.7 1.0 1.4 2.1 2.7 2.7 2.0 1.6 1.30.7 1.1 1.6 2.2 2.6 2.4 1.7 1.1 0.80.8 1.2 1.7 2.3 2.5 2.3 1.6 1.0 0.60.8 1.2 1.6 2.2 2.5 2.3 1.7 1.1 0.70.7 1.0 1.5 2.1 2.7 2.6 1.9 1.4 1.10.6 0.9 1.3 2.1 2.9 2.9 2.4 2.2 1.90.6 0.9 1.2 2.0 3.0 2.9 2.8 3.0 2.60.6 0.8 1.2 2.0 2.9 2.8 2.8 3.0 2.60.6 0.9 1.3 1.9 2.7 2.8 2.3 2.2 1.80.6 0.9 1.3 1.9 2.4 2.4 1.7 1.3 1.00.7 1.0 1.4 1.9 2.2 2.0 1.4 0.9 0.60.7 1.1 1.5 2.0 2.1 1.9 1.4 0.80.50.7 1.1 1.5 1.9 2.1 1.9 1.4 0.90.50.7 1.0 1.4 1.9 2.3 2.1 1.5 1.0 0.70.6 0.9 1.3 1.9 2.5 2.5 1.9 1.5 1.30.50.8 1.2 1.9 2.8 2.8 2.6 2.5 2.20.50.8 1.1 1.9 2.9 2.8 2.7 3.1 2.70.50.8 1.1 1.9 2.8 2.8 2.7 2.7 2.40.50.8 1.2 1.8 2.5 2.6 2.1 1.8 1.50.6 0.9 1.2 1.7 2.2 2.1 1.5 1.1 0.80.6 0.9 1.3 1.7 1.9 1.7 1.2 0.80.50.7 1.0 1.3 1.6 1.7 1.5 1.1 0.70.40.7 1.0 1.3 1.6 1.7 1.5 1.1 0.70.40.3 0.41.2 2.1 2.6 2.3 1.8 1.5 1.3 1.0 0.70.7 1.0 1.3 1.7 1.9 1.7 1.2 0.80.50.40.7 1.7 2.6 2.7 2.3 1.8 1.6 1.4 1.1 1.0 0.90.6 0.9 1.3 1.8 2.2 2.1 1.5 1.1 0.90.51.2 2.6 3.8 3.7 3.1 2.3 1.9 1.6 1.5 1.4 1.2 0.80.6 0.9 1.3 2.0 2.7 2.7 2.2 1.9 1.60.9 1.8 3.7 4.7 5.1 4.7 3.5 2.7 2.3 2.0 1.8 1.3 0.80.7 1.0 1.4 2.2 3.1 3.0 3.0 2.9 2.5 2.2 1.3 1.1 1.4 2.2 2.8 2.5 1.6 0.9 0.60.5 0.4 0.3 0.2 0.2 0.2 0.30.6 1.0 1.3 1.6 2.0 2.6 2.9 2.4 1.5 0.9 0.8 0.9 1.5 3.2 4.5 4.2 5.9 5.3 4.8 4.6 3.8 3.0 2.4 1.4 0.71.2 1.5 1.9 2.7 3.5 3.3 3.3 3.4 3.0 2.5 1.7 1.6 2.0 2.5 2.7 2.5 2.3 1.5 1.1 0.9 0.70.4 0.3 0.3 0.40.7 1.2 1.8 2.2 2.4 2.8 2.8 2.7 2.4 2.2 1.5 1.2 1.5 2.6 4.4 5.6 6.3 5.8 3.5 5.7 5.6 5.0 3.9 2.7 1.4 0.62.5 2.7 2.9 3.5 4.1 3.8 3.5 3.2 2.8 2.6 2.2 2.3 3.1 3.6 2.8 3.1 3.3 2.2 1.6 1.3 1.0 0.8 0.6 0.6 0.8 1.5 2.3 2.8 2.9 3.0 3.6 3.6 2.6 3.0 2.9 2.0 1.7 2.1 3.6 5.3 6.0 6.4 6.2 5.9 5.8 4.3 5.0 4.1 2.6 1.10.52.4 2.9 3.0 3.3 3.7 3.9 4.1 4.4 4.3 3.6 3.2 3.0 2.9 3.0 3.3 4.0 4.5 4.4 4.4 4.2 3.3 2.6 2.3 1.9 1.6 1.3 1.4 2.0 2.8 3.5 3.6 3.3 3.2 3.8 3.9 3.5 3.4 3.1 2.3 2.0 2.9 4.5 5.8 6.3 6.2 5.6 5.8 6.3 6.1 4.9 3.5 2.0 0.82.5 3.2 3.4 3.8 4.3 4.2 4.2 4.4 4.4 4.0 3.9 3.9 4.0 4.1 4.3 4.8 4.9 4.9 5.0 5.0 4.6 4.1 3.7 3.3 2.7 2.4 2.7 3.4 3.8 4.1 4.3 3.9 3.4 3.5 3.3 3.1 2.9 2.8 2.5 2.6 3.7 4.7 5.8 6.6 6.5 5.8 5.6 6.0 5.7 5.0 3.3 1.52.3 3.3 2.9 3.1 4.2 4.0 3.8 3.9 4.0 4.1 4.1 4.0 4.1 4.2 4.2 4.3 4.5 4.6 4.7 4.8 4.6 4.2 4.1 3.8 3.3 3.3 3.7 4.0 4.0 4.2 4.2 3.8 2.9 2.5 2.5 2.3 2.3 2.2 2.1 2.7 4.1 5.2 6.0 4.3 6.1 5.9 6.3 6.1 5.5 4.5 2.5 1.01.6 2.4 2.5 2.8 3.1 2.9 2.8 3.0 3.3 3.8 4.0 3.7 3.9 3.9 3.2 2.9 2.9 2.9 3.1 3.8 4.2 3.9 4.1 4.0 3.4 3.4 3.6 3.9 4.0 3.0 2.8 2.7 1.9 1.3 1.1 1.0 1.0 1.1 1.5 2.4 3.6 4.5 5.5 5.7 6.0 3.4 6.1 6.1 5.2 3.6 1.70.9 1.7 2.6 2.8 2.3 1.9 1.9 2.1 2.4 3.0 3.1 2.4 2.8 3.1 2.3 2.0 2.0 2.0 2.1 2.9 3.1 2.5 3.2 3.8 3.1 2.8 2.9 3.2 3.5 2.5 2.7 2.5 1.6 0.9 0.60.5 0.50.7 1.1 1.9 2.7 3.2 4.0 4.5 4.9 5.4 5.9 4.1 4.3 2.61.6 1.3 1.2 1.3 1.4 1.9 2.3 2.5 2.3 2.0 1.4 1.3 1.4 1.3 1.4 1.9 2.3 2.5 2.8 2.7 2.2 2.1 2.1 2.1 2.1 2.0 2.30.11.6 1.00.5 0.4 0.40.6 1.1 1.6 1.9 2.0 2.3 2.8 3.6 4.8 4.9 4.3 3.20.8 0.7 0.6 0.7 1.1 1.9 2.3 2.1 1.3 0.8 0.7 0.7 0.7 0.7 1.2 2.0 2.5 2.4 1.8 1.3 1.3 1.4 1.2 1.0 1.1 1.4 1.6 0.9 0.70.3 0.40.6 1.0 1.3 1.4 1.5 1.6 1.9 2.3 3.1 3.6 3.4 2.10.9 0.9 0.8 0.70.50.6 0.80.7 0.9 0.9 1.1 1.4 1.5 1.7 2.1 2.5 2.20.60.5 0.4 0.3 0.3 0.3 0.40.6 0.8 1.0 1.1 1.3 1.6 1.70.3 0.3 0.2 0.2 0.2 0.2 0.20.8 1.0 1.30.2 0.2 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1SLM-LED-18L-SIL-3-40-70CRI135270818L-3Single190720.900SLM-LED-18L-SIL-3-40-70CRI1351080518L-3-BBBack-Back190720.900SLM-LED-18L-SIL-3-40-70CRI1351350518L-FTSingle189040.900SLM-LED-18L-SIL-FT-40-70CRI135675Luminaire ScheduleSymbolQtyLabelArrangementLum. LumensLLFDescriptionLum. WattsTotal Watts118L-3-2902 @ 90 degrees190720.900EXHIBIT P | www.transportationcollaborative.com | To: Alex Timm, Business Development Manager TE Miller Development, LLC From: Lauren Campbell, Senior Analyst Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: August 17, 2022 Subject: 179th Street Apartments Parking Study INTRODUCTION TC2 has completed a parking study for the proposed multi-family residential 179th Street Apartments development in the City of Lakeville. The project site (shown in Figure 1) is in the southwest quadrant of the 179th Street and Glacier Way intersection, and generally bounded by 179th Street to the north, Glanshaw Avenue to the south/west, and Glacier Way to the east. The proposed development is part of a larger 32-acre parcel that is expected to eventually develop. The subject development, which accounts for approximately 10 acres of the entire parcel, includes a 243-unit market rate apartment complex. The main objectives of the study are to estimate the parking demand for the proposed development and compare it to City Code requirements, as well as market conditions at similar facilities. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site Cedar Avenue 179th Street Subject Site 181st Street EXHIBIT Q 179th Street Apartments Parking Study August 17, 2022 Page 2 PARKING ASSESSMENT There are currently 486 parking spaces (i.e., 243-surface and 243-covered) proposed as part of the 179th Street Apartments development. However, a 43-surface parking space reduction has been proposed, resulting in a total of 443 parking spaces (i.e., 200-surface and 243-covered). To understand if the proposed parking condition is sufficient, City Code requirements were reviewed, along with developing an estimated parking demand and assessing similar developments provided by the project team. The following information outlines the parking assessment. City Code The purpose of City Parking Code is intended to alleviate or prevent congestion of the public right-of- way and to promote the safety and general welfare of the public. Based on the City of Lakeville Code (Chapter 19 – Off Street Parking Requirements, Section 11-19-13), the off-street parking requirements for the proposed development is based on the following criteria: • Multiple-family dwellings: 2.5 spaces per unit except that the number of stalls required for uses with a mean of 2.0 bedrooms per dwelling unit or less shall be reduced to 2.0 stalls per dwelling unit. Note that all the 243 units proposed are 2-bedroom units. Therefore, using this guidance, which is summarized in Table 1, the City parking requirement for the site is 486 spaces. With a total of 443- parking spaces proposed, the site has a 43-space deficit relative to City Code. Table 1 City Code Parking Summary Land Use Rate Size City Code Requirement City Code Requirement Multiple-family dwelling (Mean of 2.0 bedrooms per dwelling unit or less) 2.0-space per unit 243 units 486 spaces Total City Code Parking Requirement 243 units 486 spaces Proposed Development Surface Spaces 200 spaces Covered Spaces 243 spaces Total Parking Proposed 443 spaces Total Site Parking Surplus / (Deficit) Based on City Code Overall: 43 spaces (deficit) 179th Street Apartments Parking Study August 17, 2022 Page 3 ITE Review Another approach to understand if parking will be sufficient is to review average and 85th percentile parking demand information published by the Institute of Transportation Engineers (ITE). Using this approach, which is summarized in Table 2, indicates that the average and 85th percentile parking demand for the proposed development are 318-spaces and 357-spaces, respectively. Based on this information, the proposed development provides sufficient parking to meeting both the average and 85th percentile ITE parking demand. Table 2 ITE Parking Summary Land Use (ITE Code) Rates (Average and 85th Percentile) Size ITE Parking Demand Proposed Apartments (221) 1.31 to 1.47 spaces per unit 243-units 318 to 357 spaces Proposed Development 443 spaces Total Site Parking Surplus / (Deficit) Based on ITE 86 to 125 space surplus The 85th percentile demand indicates that 85% of comparable sites will have peak parking at or below this rate. Using the 85th percentile demand typically gives a safety factor versus using the average parking rate. Peak parking demand for residential uses typically occurs overnight (i.e., 12 to 4 a.m.). Comparable Sites A summary of parking rates of comparable sites is provided in Table 3. This information indicates that parking ratios of recent projects have ranged from 0.74 to 1.54 spaces per unit and 0.63 to 1.16 spaces per bed, which can be an indication of market conditions. The proposed development has a parking ratio of 1.82 spaces per unit and 1.29 spaces per bed, which are at the high end of the range for comparable sites and well above the average. Table 3 Comparable Site Parking Summary Project / Location Units Bedrooms Spaces Provided Spaces / Unit Spaces / Bed Birke (Minnetonka) 175 219 254 1.45 1.16 Aria (Edina) 185 276 233 1.26 0.84 Moline (Hopkins) 241 366 252 1.05 0.69 Reserve (Maple Grove) 255 385 393 1.54 1.02 125 Lowry (Minneapolis) 209 245 154 0.74 0.63 Average 213 298 257 1.21 0.86 Proposed Development 243 343 443 1.82 1.29 179th Street Apartments Parking Study August 17, 2022 Page 4 SUMMARY Based on the parking assessment, the site is under parked from a City Code perspective. However, ITE and market conditions (i.e., comparable sites) indicate that the proposed parking is expected to be sufficient. Therefore, the proposed 443-parking spaces are considered reasonable and in-line with market conditions and no parking issues are expected. Additional parking could be provided through a proof-of-parking agreement, if needed. Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us October 27, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: THE 179TH STREET APARTMENTS The Dakota County Plat Commission met on October 26, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 23 (Cedar Ave.) and Future CR 9 (179th St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed site includes two lots with apartment buildings along with two outlots. The right-of-way needs along CSAH 23 are 100 feet of half right of way, which is shown on the plat. The right-of-way needs along Future CR 9 (179th Street) are 75 feet of half right of way. The plat includes 60 feet of half right of way; therefore, the plat should dedicate an additional 15-feet along Outlots A and B. There is no access along CSAH 23 and access along Future CR (179th Street) will be discussed with a replat of Outlot A. As discussed, a right-in/right-out access to Outlot A would not be allowed in the future; however, a right-in only access may be allowed. A quit claim deed to Dakota County for restricted access along CSAH 23 should accompany the recording of the plat mylars. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 23 are 22,600 ADT and are anticipated to be 42,000 ADT by the year 2040. Traffic volumes on future CR 9 (179th St. W.) are yet to be determined. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering de sign of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. EXHIBIT R Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA 179TH STREET APARTMENTS CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On November 17, 2022 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the request of TE Miller Development, LLC for a conditional use permit for a multiple family use in the M-2, Mixed Use Cedar Corridor District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 5, which guides the property for Corridor Mixed Use. 2. The subject site is zoned M-2, Mixed Use Cedar Corridor District. 3. The legal description of the property is attached in Exhibit A. The conditional use permit is for Lot 2, Block 1 of the 179th Street Apartments preliminary plat. 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed multiple-family use is consistent with the Cedar Avenue corridor guided mixed use of the property. b. The proposed use is or will be compatible with future land uses of the area. Finding: The proposed multiple-family use will be compatible with the existing and future land uses in the area, including commercial, multi-family residential, attached townhomes, and a transit station. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit, the proposed use will conform to all performance standards contained in the Zoning Ordinance and City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. 2 Finding: The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated November 9, 2022 and prepared by Kris Jenson, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Kris Jenson, Associate Planner, dated November 9, 2022. DATED: November 17, 2022 LAKEVILLE PLANNING COMMISSION BY: _______________________________ Jeff Witte, Chair 3 Exhibit A The South Half of the Southwest Quarter (S1/2 SW1/4) of Section 10, Township 114 North, Range 20 West of the Fifth Principal Meridian. EXCEPT that part lying Northerly of the following described line: Commencing-at the Northwest corner of said S1/2 SW1/4; thence South 01 degree 02 minutes 26 seconds East, assumed bearing along the West line of said S1/2 SW1/4, a distance of 269.25 feet to the point of beginning of the line to be described; thence North 88 degrees 57 minutes 34 seconds East a distance of 1397.67 feet; thence Southeasterly a distance of 74.07 feet, along a tangential curve, concave to the South, having a central angle of 02 degrees 56 minutes 50 seconds and a radius of 1440.00 feet; thence South 88 degrees 05 minute 36 seconds East, tangent to said curve, a distance of 96.85 feet; thence Southeasterly a distance of 200.84 feet, along a tangential curve, concave to the Southwest, having a central angle of 11 degrees 47 minutes 24 seconds and a radius of 976.00 feet; thence Southeasterly a distance of 473.55 feet, along a tangential curve, concave to the Southwest, having a central angle of 18 degrees 42 minutes 44 seconds and a radius of 1450.00 feet; thence Southeasterly a distance of 277.66 feet, along a reverse curve, concave to the North, having a central angle of 28 degrees 55 minutes 31 seconds and a radius of 550.00 feet; thence South 04 degrees 10 minute 29 seconds East, NOT tangent to last described curve, a distance of 764.84 feet to the South line of said S1/2 SW1/4; thence North 89 degrees 47 minutes 18 seconds East, along said South line, distance of 163.67 feet to the Southeast corner of said S1/2 SW1/4 and there terminating. AND EXCEPT that property in the plat or Cordelia, recorded October 28, 2021, as Document No. 3501970. Dakota county, Minnesota Abstract Property City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Associate Planner From: Lucas Ritchie, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Alex Jordan, Assistant City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Daryl Morey, Planning Director Date: November 9, 2022 Subject: 179th Street Apartments • Preliminary Plat Review • Preliminary Grading and Drainage Plan Review • Preliminary Erosion Control Plan Review • Preliminary Utility Plan Review BACKGROUND TE Miller Development has submitted a preliminary plat named 179th Street Apartments. The proposed subdivision’s parent parcel is located south of and adjacent to 179th Street, west of and adjacent to Glacier Way, and east of and adjacent to Cedar Avenue. The parent parcel consists of a metes and bounds property (PID No. 220100051014) zoned M-2, mixed use Cedar corridor district. The preliminary plat consists of two (2) apartments buildings on Lots 1 and 2 and three (3) outlots on 31.86 acres. The Developer is dedicating 1.6 acres as Glanshaw Avenue right-of-way and 0.6 acres as Cedar Avenue right-of-way. Additional right-of-way dedication is required for 179th Street as well and shall be included with the preliminary plat prior to City Council review. The outlots created with the preliminary plat shall have the following use: 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 2 OF 7 Outlot A: Future development; to be retained by the Developer (10.05 acres), Subject to decrease with additional 179th Street right-of-way dedication Outlot B: Future development; to be retained by the Developer (3.1 acres), Subject to decrease with additional 179th Street right-of-way dedication Outlot C: Stormwater basins; to be deeded to the City (0.44 acres) The proposed development will be completed by: Developer: TE Miller Development Engineer/Surveyor: Civil Site Group/Tushie Montgomery Architects SITE CONDITIONS The 179th Street Apartments parent parcel consists of undeveloped agricultural land. The site is located within the Farmington Stormwater District with the land generally draining northwest to southeast. The site’s parent parcel is bordered to the east by the Cordelia development which has been final platted and is under construction and to the south by the Avonlea Village Green apartment and the Cedar Avenue Park and Ride. EASEMENTS The following easement exists on the parent parcel that will remain with the development of the parent parcel: • Maintenance and Danger Tree Easement for Overhang Transmission Line in favor of Cooperative Power Association recorded as document No. 1666640 • Highway Easement in favor of Dakota County over the existing Cedar Avenue recorded as documents No. 1675740, 1630307, 3281486, and 2725922 STREET AND SUBDIVISION LAYOUT 179th Street (Future CSAH 9) 179th Street Apartments parent parcel is located south of and adjacent to 179th Street (future CSAH 9), a minor arterial highway, as identified in the City’s Transportation Plan. 179th Street is designated as a future County Road, as identified by the Dakota County East-West Corridor Preservation Study completed in 2006. 179th Street is designed as a four-lane divided urban roadway transitioning to a two-lane divided urban roadway east of the parent parcel. 179th Street will provide a full access for the development at Glacier Way. Construction of the Cordelia development included construction of a 10-foot-wide bituminous trail on the south side of 179th Street from Glacier Way to Fulda Trail, east of the parent 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 3 OF 7 parcel. At the time Outlots A and B are final platted into lots and blocks, the developer shall be required to construct a 10-foot-wide bituminous trail from Cedar Avenue to Glacier Way. The Dakota County Plat Commission approved the 179th Street Apartments preliminary plat at their October 26, 2022 meeting, subject to the preliminary plat be modified to include 15-feet of additional right-of-way dedication for 179th Street adjacent to the plat. The preliminary plat must be revised to include the dedication prior to City Council consideration of the preliminary plat. Glacier Way The parent parcel is located west of and adjacent to Glacier Way, a minor collector roadway, as identified in the City’s Transportation Plan. No additional right-of-way dedication for Glacier Way is required with the recording of this plat. Glacier Way is designed as a 44-foot wide, three-lane undivided urban roadway with a 5-foot sidewalk on the west side and an 8-foot-wide bituminous trail on the east side. Glacier Way was constructed by the City with CP 21-21 and was financed through special assessments to the benefiting properties, including the parent parcel. The remaining balance of the special assessment shall be paid in full upon sale of any portion of the parent parcel or prior to recording the final plat (whichever is first), as conditioned in the Special Assessment Agreement. The preliminary plat includes one proposed access location along Glacier Way, aligning with the existing Cordelia access to the east. Cedar Avenue The parent parcel is located east of and adjacent to Cedar Avenue (CSAH 23), a principal arterial highway, as identified in the City’s Transportation Plan. Cedar Avenue received pavement rehabilitation in the summer of 2022, along with trail improvements adjacent to the parent parcel. No street connections to Cedar Avenue are proposed with the preliminary plat. The development of the parent parcel shall include a trail connection to the recently improved trail corridor along Cedar Avenue. Glanshaw Avenue Development of 179th Street Apartments parent parcel includes the construction of Glanshaw Avenue, a local street, as identified in the City’s Transportation Plan. Glanshaw Avenue shall be designed as a two-lane urban roadway and shall include a five-foot wide sidewalk along the southern and eastern side of the street. Glanshaw Avenue shall extend from its southern terminus to Glacier Way with multiple access points to lots within the plat. The preliminary plat includes three proposed access locations along Glanshaw Avenue to the 179th Street Apartments development. The Developer is dedicating the necessary right-of-way for Glanshaw Avenue, as shown on the preliminary plat. 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 4 OF 7 CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility and street construction will be determined with the final construction plans. SITE PLAN 179th Street Apartments includes the construction of a 243-dwelling unit four-story apartment building. Access to the site will be from a single driveway entrance along Glacier Way and from three driveway entrances along the proposed Glanshaw Avenue. The driveway design includes commercial concrete driveway aprons, stop signs, stop bars and pedestrian curb ramps. The Developer shall provide a security with the final plat for the construction of the commercial driveway entrances. An underground parking garage for the apartment building and an at-grade parking lot will be constructed to provide for residents, employees, and guest parking. Access to the underground parking garage will be from the southwest corner of the apartment building. The Developer will construct private sidewalk improvements connecting to the public sidewalk along Glanshaw Avenue. PARKS, TRAILS AND SIDEWALKS Development of 179th Street Apartments includes the construction of a public sidewalk along one side of the proposed Glanshaw Avenue connecting to the existing 5-foot wide sidewalk along the west side of Glacier Way and the existing 5-foot wide sidewalk south of the parent parcel at the existing Glanshaw Avenue terminus. The Developer is installing private recreational amenities in the common areas of the 179th Street Apartments. The Park Dedication requirement has not been collected on the parent parcel and will be satisfied through a cash contribution to be calculated with the final plat. UTILITIES SANITARY SEWER 179th Street Apartments is located within subdistrict NC-20135 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed through sanitary sewer to the MCES Elko/New Market Interceptor and continue to the Empire Wastewater Treatment Facility. 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 5 OF 7 Development of 179th Street Apartments includes the extension of public sanitary sewer along the proposed Glanshaw Avenue. 8-inch sanitary sewer will be constructed within the subdivision connecting to an existing eight-inch stub west of Glacier Way. The Developer shall protect and maintain the existing 18-inch trunk sewer and dedicate a new drainage and utility easement with the final plat over the proposed utility corridor along Glacier Way. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required with the final plat. The fee will be based on the current rate in effect at the time of final plat approval. WATERMAIN Development of 179th Street Apartments includes the extension of public watermain. Publicly owned and maintained 8-inch watermain will be extended from an eight-inch service stub within the development and extend along Glacier Way and Glanshaw Avenue to provide water service to the subdivision. The lateral watermain access charge will be required at the time Outlots A and B are final platted into lots and blocks for the existing 16-inch watermain along 179th Street adjacent to the plat. OVERHEAD LINES There are no overhead utility lines located on the existing parcel. DRAINAGE AND GRADING 179th Street Apartments is located within subdistricts FO-004 and FO-044 of the Farmington stormwater district, as identified in the City’s Water Resources Management Plan. Development of the parent parcel includes the construction of two privately owned and maintained stormwater management basins to collect and treat the stormwater runoff generated from the site. The basins will outlet to the east into a proposed publicly owned and maintained stormwater basin within Outlot C. The stormwater management basin within Outlot C will outlet east to a public storm sewer stub provided with the construction of Glacier Way. The Developer must enter into a stormwater maintenance agreement with the City for the private stormwater basins prior to recording the final plat. Certificate of occupancies will not be issued until the complete stormwater management system is constructed within the preliminary plat. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 6 OF 7 material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. 179th Street Apartments contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. STORM SEWER Development of 179th Street Apartments includes the construction of public and private storm sewer systems. Storm sewer will be installed within the subdivision to collect and convey stormwater runoff generated from within the proposed Glanshaw Avenue, lots, and outlots. Storm sewer that conveys runoff from Glanshaw Avenue will be publicly owned and maintained. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be collected with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS 179th Street Apartments is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS There are no wetlands within the parent parcel of the 179th Street Apartments. TREE PRESERVATION No tree preservation plan is needed for the 179th Street Apartments preliminary plat. EROSION CONTROL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and 179TH STREET APARTMENTS – PRELIMINARY PLAT NOVEMBER 9, 2022 PAGE 7 OF 7 sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. RECOMMENDATION Engineering recommends approval of the 179th Street Apartments preliminary plat, grading and drainage plan, erosion control plan, and utility plan.