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HomeMy WebLinkAbout4.b. Tap Society EXECUTIVE SUMMARY Planning Commission Regular Meeting: August 24, 2021 Tentative City Council Meeting: September 21, 2021 AGENDA ITEM: 21-38-SP, 21-44-MS Request by Morrison Partners LLC for a Minor Subdivision and Mike Fritz for a Site Plan Review to construct a 3,500 sf tap house restaurant on the former site of Medi- CAR and Chill Salon AGENDA SECTION: Public Hearing PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 4.b. ATTACHMENTS: Site Location; Plat; Site Plan; Utility Plan; Landscape Plan; Architectural Plans; Engineer’s Memorandums dated January 14, 2020 and August 20, 2021. APPROVED BY: AK RECOMMENDED ACTION: 1. Motion to recommend the City Council approve the minor subdivision creating a new parcel containing the proposed tap house restaurant, subject to compliance with the City Engineer’s Memorandum dated January 14, 2020. 2. Motion to approve the site plan review to allow the applicant to construct a 3,500sf tap house restaurant on the former site of Medi-CAR and Chill Salon as part of the Morrison planned unit development master development plan, subject to the following conditions: a. Compliance with City Code requirements for outdoor seating areas. b. Applicant shall receive a sign permit for any site signage. c. Mechanical systems shall be located in such a way that they are not visible from South Robert Trail. d. Outdoor lighting shall be turned off outside of business hours. SUMMARY The Planning Commission is being asked to consider two requests to allow the construction of a tap house restaurant on the site of the former Medi-CAR and Chill Salon. The first request is by Morrison Partners, LLC for a Minor Subdivision to split the site from the parcel that encompasses the entire Morrison site. The second request is for a site plan review of the proposed tap house restaurant. The proposed structure and site, as well as the proposed plat, meet the requirements of the DT-Downtown zoning district. Staff is recommending approval of the request. Applicants: Morrison Partners, LLC. and Mike Fritz Property Owner: Morrison Partners, LLC. Surrounding Land Uses: North: Commercial East: Commercial and Multi-family residential South: Commercial West: Multi-family residential Site Zoning: DT PUD: Downtown Planned Unit Development Land Use Designation: DT Downtown 2 BACKGROUND The Planning Commission reviewed and recommended approval of the Morrison Planned Unit Development in January 2020. The Council subsequently voted to approve the PUD and associated requests related to the development. The planned unit development master development plan consists of a 124-unit apartment building on the west and south portions of the site and a 4,000-5,000 square foot commercial building in the northeast corner of the site where Medi-CAR and Chill Salon were located. The PUD was approved with the understanding that when the commercial building was developed it would go through the formal site plan review process. Because the developer of the commercial building wishes to own the property rather than rent, a subdivision of the land containing the building from the greater Morrison parcel is requested. One change from the tentative plans shown to the Planning Commission for the commercial building is the removal of a drive-thru on the site. Staff believes this is preferable and consistent with the goals of the Development Framework for Downtown Rosemount. Much of the discussion and public comment received during the original approval of the Morrison PUD referred to the loss of Shenanigan’s, a drinking establishment at the south end of the overall redevelopment area. The proposed tap house restaurant, called Tap Society, brings a similar use back to the downtown area while being more family friendly and offering a full menu with a much wider variety of options for guests, including a kids menu. The Morrison planned unit development agreement included several deviations from the zoning ordinance requirements for setbacks and building materials related to the apartment building, but not deviations from the code related to the commercial building. The applicant is not requesting any deviations with the development of the tap house restaurant, and staff finds that all the requirements of the DT-Downtown zoning district are met by the plans provided by the applicants for the building as well as the proposed plat. ISSUE Legal Authority . Subdivisions and site plan review applications are considered Quasi-Judicial actions. As such, the City has a set of standards and requirements for review. Generally, if a site plan or subdivision application meets the ordinance requirements it must be approved. These standards are outlined in Section 11-4-11: DT-Downtown District and 11-10-3 (Site and Building Plan Review). While the Planning Commission is the final authority for approval of site plans, subdivisions require City Council action. Site Layout The building is positioned in the northeast corner of the Morrison redevelopment area near the Dakota Awards & Engraving building. An entrance only driveway separates the proposed building from Dakota Awards & Engraving on the north. The building’s location takes advantage of its frontage along Highway 3/South Robert Trail, and the site features a patio area along the sidewalk. The main entrance to the building is in the southeast corner. In addition to the patio, a keg storage area and trash enclosure are also located adjacent to the building on the north and west sides, respectively. The DT-Downtown zoning district does not contain setback minimums for sites not adjacent to a residential zoning district, so the proposed building can be constructed up to the lot lines. The proposed site plan shows minor setbacks created by the patio as well as the one-way drive and parking stalls on the north side of the building. Lot coverage was reviewed as part of the overall Morrison planned unit development and, at 84.9%, it is below the maximum of 90%. Exterior Materials and Massing 3 The plans provided by the applicant show the exterior of the building consisting of brick, which is consistent with the requirements of the DT zoning district. The southeast corner of the building at the main entrance features a combination of metal and wood-look paneling on a parapet to highlight the entrance. The plans show a projecting sign on the eastern façade of the parapet as well as surface- mounted signage above the entrance. The Tap Society logo will be painted on the brick on elevations not facing the public right of way. Large factory-style windows are shown on the south and west elevations, and a wood fence contains the patio area. The outdoor seating area along the eastern side of the building features an awning to provide protection from rain, while the outdoor seating area near the southeast corner of the building is open and lit with string lights. Landscaping There is not a minimum number of trees or foundation plantings required for a development in the DT zoning district, but there are requirements for a minimum level of landscaping based on the area of parking provided by the site. The parking lot landscaping was reviewed by the Planning Commission as part of the Morrison master development plan and found to be in compliance with the zoning ordinance. The landscaping plan for the proposed tap house restaurant shows trees placed consistent with that of the original approval, and the plan is enhanced by the addition of foundation plantings both within the parking lot islands as well as near the entrance and along the eastern frontage of the outdoor dining area. Access and Parking The DT zoning district has no minimum parking requirements in order to encourage a more walkable, pedestrian-friendly development pattern. When The Morrison was approved, a parking calculation of 4.5 stalls per 1,000 square feet was used when determining how much of the surface parking could be expected for the apartments and the commercial building. This ratio is lower than that for restaurants and eating establishments in the commercial zoning districts, but there is an expectation that more people will be walking to the proposed tap house restaurant from nearby apartments and downtown adjacent neighborhoods than there would be to the businesses along County Road 42. Parking is a concern that always comes up whenever development in the downtown is proposed, and staff has advised the applicant to begin conversations with the owners/operators of nearby businesses that operate during different hours than the proposed tap house restaurant to identify opportunities for shared parking for staff to use in order to maintain as much parking on site for customers as possible. Additional City initiatives to make visitors to the downtown aware of the abundance of parking available at public surface lots is something staff has begun discussing, as there is no real shortage of off-street parking in the downtown. Access points into the site are consistent with those reviewed and approved with the Morrison Master Development Plan, which was also reviewed my MnDOT. The entrance-only drive will be constructed following demolition of the existing Medi-CAR/Chill Salon building. Pedestrian Circulation The applicant’s plans show a sidewalk circling the building with a connection to the public sidewalk along South Robert Trail near the main entrance. A crosswalk providing pedestrian access across an internal drive that separates the tap house restaurant and the apartment buildings is shown on the plans. Mechanical Equipment and Trash Enclosure The location of mechanical equipment is not shown on the plans. Consistent with the requirements of the City Code, those shall be placed so they are not visible from the public right of way. A trash enclosure constructed of the same material as the principal structure is shown on the western side of the building. The plans meet the requirements of the City Code. Signs No freestanding signs are shown on the plans. The applicant’s architectural plans depict signage that 4 appears consistent with the requirements of the zoning ordinance. A projecting sign is shown extending from the eastern façade near the main entrance of the building. Surface mounted signage above the door is also shown. Final approval of any signage is granted administratively through the sign permitting process. Site Lighting No additional site lighting is proposed with the construction of the tap house restaurant. Outdoor lighting in the outdoor seating area will be provided and must be turned off outside of the hours of operation. Utilities The building will access the sewer system at the sanitary line that is located internally to the site. Water will be provided by the main located in the South Robert Trail right of way. Stormwater will be managed by the existing infrastructure. The plans provided by the applicant are consistent with those reviewed by the City Engineer and approved as part of the Morrison planned unit development master development plan. CONCLUSION AND RECOMMENDATION The proposed tap house restaurant meets all the requirements of the zoning ordinance and is consistent with the Morrison planned unit development master development plan. Staff is recommending approval of the requests for a minor subdivision and a site plan review. This recommendation is based on information provided by the applicant and contained in this staff report. ROBERT TRAIL SOUTH (A Public R/W)145TH ST WEST(A Public R/W)36" RCP10" PVCCAMEO AVE W(A Public R/W)12" DIP8" RCP8" PVC6" PVC8" PVC8" PVC 15" RCP 15" RCP110.1232.4 110.0232.6 59.9129.860.1 130.0One Story Block/Brick BuildingAddress: 14555 S Robert TrailFoundation Area: 7,790 Sq. Ft.One Story Brick BuildingAddress: 14605 S Robert TrailFoundation Area: 5,297 Sq. Ft.8" DIP 8" DIP 50.021.044.347.4 45.03.8 49.164.1 1610115131313Wood RampWoodPlatformWoodFence WoodPlatformChain LinkFenceRetaining WallChain LinkFenceConcreteRetaining WallMetalFenceWoodFenceWood Fence27" RCPOne Story Block/Brick BuildingAddress: 14555 S Robert TrailFoundation Area: 25,581 Sq. Ft.One Story Block BuildingOne Story Brick BuildingOne Story Stucco BuildingOne Story Brick BuildingGarageGarage [A] Building Corner 0.7' +/-East of Property Line[A] Building Corner 0.9' +/-East of Property LineBuilding Cornerat Property LineBuilding Corner0.1 S of Property Line(STATE HWY NO. 3)[19] Parking EasementPer Book 284 of Deeds, Page 191[19] Ingress/Egress EasementPer Book 284 of Deeds, Page 191[13] Driveway Easement Per Book 160 of Deeds, Page 554 [4] Util. EasementPer Doc. No. 738332[4] Util. EasementPer Doc. No. 738332[15] Ingress/Egress Easement forDelivery and Maintenance Vehicles perBook 284 of Deeds, Page 194Sanitary Sewer LinePer Multiple Easement DocsPID: 340370033010Address: 2990 145th St WOwner: SMAPP LLCPID: 340370035010Address: 3020 145th St WOwner: Dakota CentralRealty LTDPID: 340370039020Address: 3050 145th St WOwner: Ehlen LTD PTNSHPPID: 340380004010Address: 14540 Cameo AveOwner: Richard N & Karleen O SiebenPID: 340380003010Address: 14560 Cameo AveOwner: Scott A & Laura J FrenchPID: 340380002010Address: 14580 Cameo AveOwner: James A &Peggy M SpadaforePID: 340380002021Address: 14590 Cameo AveOwner: Jill GilliesPID: 340380001011Address: 14600 Cameo AveOwner: Renee C Stevenson PID: 340370061051Address: 14635 Robert Trail SOwner: Terry InvestmentsPID: 340370032010Address: 2978 145th St WOwner: Rosemount Cornerstone Inc.PID: 340370032020Address: 14525 Robert Trail SOwner: DA & E Aquisition LLC[5] ▲Access▼▲Access▼ ▲Access▼▲Access▼Found 1/2 InchOpen Iron PipeFound 1/2 InchIron Pipe w/CapNo. 8625S89°24'30"W 299.48S00°38'51"W 358.50 N89°24'30"E 137.50S00°38'51"W 150.00 N89°24'30"E55.00N00°38'51"E 150.00N89°24'30"E 106.95N00°39'11"E 358.50 AREA UNDERCONSTRUCTION[19] Parking EasementPer Book 284 of Deeds, Page 191[19] Ingress/Egress EasementPer Book 284 of Deeds, Page 191[13] Driveway Easement Per Book 160 of Deeds, Page 554 [4] Util. EasementPer Doc. No. 738332[4] Util. EasementPer Doc. No. 73833274.704.00S00°39'02"WS89°24'30"W 75.0275.024.00N00°39'02"E63.0039.00 S00°38'51"W 130.83 61.00Drainage & UtilityEasement perTHE MORRISONDrainage & Utility Easement per THE MORRISONDrainage & UtilityEasement perTHE MORRISONDrainage & Utility EasementDrainage & UtilityEasement perTHE MORRISONSan. Sewer Easementper Book 64 of M.R., Page 297DESCRIPTION OF PROPERTY SURVEYEDLot 1, Block 1, The Morrison, according to the recorded plat thereof.General Survey Notes1.Bearings are based on the Dakota County Coordinate System (1986 Adjustment).2.Site Address: 14589 Robert Trail S, Rosemount, MN 550683.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, CommunityPanel No. 27037C0210E, effective date of December 2, 2011.4.The Gross land area is 115,582 +/- square feet or 2.653 +/- acres.5.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top of nut of fire hydrant located in front of 14605 S Robert Trail. Elevation=972.536.We have received from the client a zoning letter by Anthony Nemcek, Planner for the City of Rosemount Community Development Department datedMay 6, 2020. Said zoning letter notes the following regarding the subject property:1. The Subject Property is designated in the Comprehensive Plan as DT-Downtown.2. The current zoning classification for the subject property is DT-PUD: Downtown Planned Unit Development. The use of the Subject Property for 124 apartment units is an allowed use of the property.3. There are no records in the City files of unsatisfied zoning, subdivision, building, or other ordinance violations.4. The Flood Insurance Rate Map "FIRM" Map. No. 2703C0210E dated 12/2/2011 shows the property to be located in Zone X, which is not known to be prone to flooding.Surveyor's Note: Zoning setback requirements were not included in the above referenced zoning letter. We are unable to list or graphically depict anysuch restrictions that may exist without being provided with said restrictions.7.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plansobtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this informationto develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot beaccurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may benecessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.8.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Dakota County GIS.SURVEY REPORT1.This map and report was prepared with the benefit of the following Commitments for Title Insurance:Issued by Chicago Title Insurance Company, File No. 56481 (Pro Forma), dated March 19, 2020. We note the following with regards to Schedule B of the herein referenced Title Commitment:a. Item no.'s 1-5, and 14 are not survey related.b. The following are numbered per the referenced Title Commitment:[6]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated March 3,1955, filed March 10, 1955, in Book 64 of M.R., Page 295. (Lot 51) Right to ingress/egress for maintaining sanitary sewer appears to beblanket in nature. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[7].Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated March 3,1955, filed March 10, 1955, in Book 253 of Deeds, Page 61. (Lot 34) Right to ingress/egress for maintaining sanitary sewer appears to beblanket in nature. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[8]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated March 3,1955, filed March 10, 1955, in Book 253 of Deeds, Page 60. (Lot 50) Right to ingress/egress for maintaining sanitary sewer appears to beblanket in nature. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[9]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated February 7,1955, filed March 10, 1955, in Book 64 of M.R., Page 296. (Lot 48) Right to ingress/egress for maintaining sanitary sewer appears to beblanket in nature. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[10]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated March 3,1955, filed March 10, 1955, in Book 64 of M.R., Page 297. (Lot 49) Easement located over the west 75 feet of the north 4 feet of Lot 49, asshown hereon.[11]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated March 3, 1955, filed March 10, 1955, in Book 64 of M.R., Page 297. (Lot 49) This Schedule B item appears to be the same as number 16 above, however Page 298 of said document describes a blanket in nature right to ingress/egress for maintaining sanitary sewer. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[12]. Easement for sanitary purposes, in favor of the Village of Rosemount, its successors and assigns, as created in document dated November1, 1954, filed March 10, 1955, in Book 64 of M.R., Page 294. (Lots 52 and 53) Right to ingress/egress for maintaining sanitary sewerappears to be blanket in nature. Sanitary sewer line described in document as shown hereon near the middle portion of subject property.[13]. Terms and conditions of and easements contained in driveway easement contained in Warranty Deed, dated May 25, 1967, filed June 6,1967, in Book 160 of Deeds, Page 554. Easement over the east 12 feet of Lot 34 and the west 3 feet of Lot 33, as shown hereon.15. Subject to the following matters as shown on the survey prepared by Civil Site Group, dated November 13, 2019, and designated Job No. 19336:(a). Utilities run through the West 20 feet of Lots 47 and 48 of the Land, and the West 20 feet of the North 70 feet of Lot 61 of the Land. As shown hereon.Issued by Chicago Title Insurance Company, File No. 56482 (Pro Forma), dated March 19, 2020. We note the following with regards to Schedule B of the herein referenced Title Commitment:a. Item no. 1, is not survey related.b. The following are numbered per the referenced Title Commitment: 2. Terms and conditions of and easement for sanitary sewer purposes and appurtenances thereto, in favor of the Village of Rosemount, Minnesota, a Minnesota corporation, contained in Easement Deed dated July 20, 1955, filed August 4, 1955, in Book 64, M.R., Page 509, as Document No. 238912; and in Easement Deed dated October 17, 1955, filed October 27, 1955, in Book 66, M.R., Page 34, as Document No. 240776. (Lot 61) Right to ingress/egress for maintaining sanitary sewer appears to be blanket in nature. Sanitary sewer line described in document appears to lie south of the subject property. Does not appear to affect the subject property.[3.]Terms and conditions of and easement for sanitary sewer purposes and appurtenances thereto, in favor of the Village of Rosemount,Minnesota, a Minnesota corporation, contained in Easement Deed dated March 3, 1955, filed March 10, 1955, in Book 253 of Deeds, Page59, as Document No. 235803. (Lot 54) Right to ingress/egress for maintaining sanitary sewer appears to be blanket in nature. Sanitarysewer line described in document as shown hereon near the middle portion of subject property.[4.] Easement for utility purposes, in favor of the City of Rosemount, a Minnesota municipal corporation, as reserved in Warranty Deed datedAugust 15, 1986, filed August 18, 1986, as Document No. 738332. (Lots 54 and 55) Easements over the north 40 feet of the west 23 feetLot 54; and the south 7.50 feet of the east 125 feet of Lot 54; and the east 125 feet of Lot 55 except the south 52.5 feet thereof; and thewest 20 feet of the east 48 feet of the south 44 feet of Lot 54; as shown hereon.[5]. Subject to State Trunk Highway No. 3 as evidenced in Warranty Deed dated December 31, 1963, filed December 31, 1963, in Book 287 ofDeeds, Page 597, as Document No. 304644. (Lots 54 and 55) State Trunk Highway No. 3 (South Robert Trail) as shown hereon along theeast side of subject property.2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A]. Building on Lots 49 and 50, AUDITOR'S SUBDIVISION NO. 1, encroaches onto the right of way of South Robert Trail (State Hwy No. 3), as shown hereon.[B].Building on Lots 49 and 50, AUDITOR'S SUBDIVISION NO. 1, encroaches onto sanitary sewer easement per Book 64, page 297.SURVEYORS NOTE:See notes on second sheet (V1.1) of this survey for conflicts between existing easements and proposed site plan.VICINITY MAPRosemount Mixed-Use 14589 Robert Trail S, Rosemount, Dakota County, MN 55068 7500 W 78th St, Edina, MN 55439 Ron Clark Construction PROJECT 4931 W. 35TH ST. SUITE 200ST. LOUIS PARK, MN 55416CivilSiteGroup.comPROJECT NO.: 19336.02COPYRIGHT 2021 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV1.0BOUNDARY/TOPOGRAPHICSURVEY........N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LAND SURVEYOR UNDER THELAWS OF THE STATE OF MINNESOTA.7-23-2021NCLIENT60153001530SCALE IN FEETOVERHEAD UTILITIESFIBER OPTIC SANITARY SEWERSTORM SEWERTELEPHONE LINECABLE LINE WATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTFOUND JUDICIAL LANDMARKSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRECONIFEROUS TREEDECIDUOUS TREESURFACEWOODEN FENCELINEGUARDRAILROOF DRAIN 36" RCP10" PVC12" DIP8" RCP8" PVC6" PVC8" PVC8" PVC 15" RCP 15" RCP110.1232.4 110.0232.6 59.9129.860.1 130.0One Story Block/Brick BuildingAddress: 14555 S Robert TrailFoundation Area: 7,790 Sq. Ft.One Story Brick BuildingAddress: 14605 S Robert TrailFoundation Area: 5,297 Sq. Ft.8" DIP 8" DIP 50.021.044.347.4 45.03.8 49.164.1 1610115131313Wood RampWoodPlatformWoodFence WoodPlatformChain LinkFenceRetaining WallChain LinkFenceConcreteRetaining WallMetalFenceWoodFenceWood Fence27" RCPOne Story Block/Brick BuildingAddress: 14555 S Robert TrailFoundation Area: 25,581 Sq. Ft.One Story Brick BuildingOne Story Stucco BuildingOne Story Brick BuildingGarageGarage [A] Building Corner 0.7' +/-East of Property Line[A] Building Corner 0.9' +/-East of Property LineBuilding Cornerat Property LineBuilding Corner0.1 S of Property Line[19] Parking EasementPer Book 284 of Deeds, Page 191[19] Ingress/Egress EasementPer Book 284 of Deeds, Page 191[13] Driveway Easement Per Book 160 of Deeds, Page 554 [4] Util. EasementPer Doc. No. 738332[4] Util. EasementPer Doc. No. 738332[15] Ingress/Egress Easement forDelivery and Maintenance Vehicles perBook 284 of Deeds, Page 194Found 1/2 InchOpen Iron PipeFound 1/2 InchIron Pipe w/CapNo. 8625AREA UNDERCONSTRUCTION[19] Parking EasementPer Book 284 of Deeds, Page 191[19] Ingress/Egress EasementPer Book 284 of Deeds, Page 191[13] Driveway Easement Per Book 160 of Deeds, Page 554 [4] Util. EasementPer Doc. No. 738332[4] Util. EasementPer Doc. No. 73833274.704.00S00°39'02"WS89°24'30"W 75.0275.024.00N00°39'02"E63.0039.00 S00°38'51"W 130.83 61.00Drainage & UtilityEasement perTHE MORRISONDrainage & Utility Easement per THE MORRISONDrainage & UtilityEasement perTHE MORRISONDrainage & Utility EasementDrainage & UtilityEasement perTHE MORRISONSan. Sewer Easementper Book 64 of M.R., Page 297East Line of the SW 1/4 Sec. 29, Twp. 115, Rng. 19 North Line of the SW 1/4Sec. 29, Twp. 115, Rng. 19BLOCK 1SE Corner of the SW 1/4 of Sec. 29, Twp. 115, Rng. 19 (Dakota County Cast Iron Monument) 63.0039.00 S00°38'51"W 130.83Drainage & UtilityEasement perTHE MORRISON74.704.00S00°39'02"WS89°24'30"W 75.0275.024.00N00°39'02"EDrainage & Utility Easement per THE MORRISON 61.00Drainage & UtilityEasement perTHE MORRISONDrainage & Utility EasementDrainage & UtilityEasement perTHE MORRISONSan. Sewer Easementper Book 64 of M.R., Page 297Found 1/2 InchOpen Iron PipeFound 1/2 InchIron Pipe w/CapNo. 862555.00N89°24'30"ES00°38'51"W 150.00 N89°24'30"E 137.50S00°38'51"W 358.50S89°24'30"W 299.48N00°39'11"E 358.50 N89°24'30"E 106.95N00°38'51"E 150.00LOT 1LOT 2S89°24'30"W33.012098.38 N00°38'51"E Drainage & UtilityEasement124.02S89°21'09"E 92.20S19°51'24"E 129.23VICINITY MAPPROJECTPROJECT NO.: 19336.02COPYRIGHT 2021 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV2.0PRELIMINARY PLAT............N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.7-23-2021NCLIENT Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDOJRN..PRELIMINARY PLAT GENERAL NOTESPROPERTY DESCRIPTION:Lot 1, Block 1, THE MORRISONDATE OF PREPARATION:7-23-2021APPLICANT:Ron Clark ConstructionMike Roebuck952-947-30227500 West 78th StreetEdina, MN 55439BENCHMARKS:Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of fire hydrant located in front of 14605S Robert Trail. Elevation=972.53 feetEXISTING ZONING:P.U.D. (Planned Unit Development)PROPOSED ZONING:P.U.D. (Planned Unit Development)AREAS:Proposed Lot 1 = 101,477 Sq. Ft. or 2.33 AcresProposed Lot 2 = 14,105 Sq. Ft. or 0.323 AcresTotal Property Area = 115,582 Sq. Ft. or 2.653 AcresFLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per FloodInsurance Rate Map, Community Panel No. 27037C0210E, effective date of December 2, 2011.PRELIMINARY PLAT:THE MORRISON2ND ADDITIONOVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSBSOIL BORINGLIGHT POLE60153001530SCALE IN FEETRosemount Mixed-Use 14589 Robert Trail S, Rosemount, Dakota County, MN 55068 7500 W 78th St, Edina, MN 55439 Ron Clark Construction East Line of the SW 1/4 Sec. 29, Twp. 115, Rng. 19 North Line of the SW 1/4Sec. 29, Twp. 115, Rng. 19BLOCK 1SE Corner of the SW 1/4 of Sec. 29, Twp. 115, Rng. 19 (Dakota County Cast Iron Monument) 63.0039.00 S00°38'51"W 130.83Drainage & UtilityEasement perTHE MORRISON74.704.00S00°39'02"WS89°24'30"W 75.0275.024.00N00°39'02"EDrainage & Utility Easement per THE MORRISON 61.00Drainage & UtilityEasement perTHE MORRISONDrainage & Utility EasementDrainage & UtilityEasement perTHE MORRISONSan. Sewer Easementper Book 64 of M.R., Page 297Found 1/2 InchOpen Iron PipeFound 1/2 InchIron Pipe w/CapNo. 862555.00N89°24'30"ES00°38'51"W 150.00 N89°24'30"E 137.50S00°38'51"W 358.50S89°24'30"W 299.48N00°39'11"E 358.50 N89°24'30"E 106.95N00°38'51"E 150.00LOT 1LOT 2S89°24'30"W33.012098.38 N00°38'51"E Drainage & UtilityEasement124.02S89°21'09"E 92.20S19°51'24"E 129.23THE MORRISON 2ND ADDITIONKNOW ALL PERSONS BY THESE PRESENTS: That The Morrison Partners, LLC, a Minnesota limited liability company, fee owner of the following described property:Lot 1, Block 1, THE MORRISON, according to the recorded plat thereof.Has caused the same to be surveyed and platted as THE MORRISON 2ND ADDITION and does hereby dedicate to the public, for public use, the public way and the drainage and utility easements as createdby this plat.In witness whereof said The Morrison Partners, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officerthis day of , 20.(COMPANY NAME)By: ItsSTATE OF , COUNTY OF The forgoing instrument was acknowledged before me this day of , 20,By:, of The Morrison Partners, LLC, a Minnesota limited liability company, on behalf of the company. My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,SURVEYORS CERTIFICATEI Rory L. Synstelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correctrepresentation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within oneyear; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public waysare shown and labeled on this plat.Dated this day of , 20.Rory L. Synstelien, Land SurveyorMinnesota License No. 44565STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 20, by Rory L. Synstelien, a Licensed Land Surveyor. My Commission Expires:Notary Public, Signature Notary Public, Printed NameNotary Public County,CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, STATE OF MINNESOTABe it known that a meeting held on this day of , 20, the Planning Commission of the City of Rosemount, Minnesota, did hereby approve this plat ofTHE MORRISON 2ND ADDITION.By:, ChairCITY COUNCIL OF ROSEMOUNT, COUNTY OF DAKOTA, STATE OF MINNESOTAThis plat was approved by the City Council of Rosemount, Minnesota at a regular meeting thereof held this day of , 20,and hereby certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.By:, Mayor By: , City ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approvedthis day of , 20.By Todd B. Tollefson, Dakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on real estate hereinbefore described, have been paid.Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered on this day of , 20 .By Amy A. Koethe, DirectorCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of THE MORRISON 2ND ADDITION was filed in the office of the County Recorder for public record on this day of , 20 ,at o'clockM. and was duly filed in Bookof Plats, Page, asDocument Number .By Amy A. Koethe, County RecorderREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of THE MORRISON 2ND ADDITION was filed in the office of the Registrar of Titles for public record on this day of , 20 ,at o'clockM. and was duly filed in Bookof Plats, Page, asDocument Number .By Amy A. Koethe, Registrar of TitlesNBearings are based on the east line ofLot 1, Block 1, THE MORRISONhaving an assumed bearing of S 00°38'51" W.Denotes a Found Iron Monument (Type as shown on plat)Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565"60153001530SCALE IN FEETVICINITY MAPSEC. 29 - T115 - R19DAKOTA COUNTY, MINNESOTANNOT TO SCALE ROBERT TRAIL SOUTH (A Public R/W)Wood FenceN89°24'30"E 137.50(STATE HWY NO. 3)Address: 14525 Robert Trail SOwner: DA & E Aquisition LLC14.0'REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONMATCH,TYP.CONSTRUCTION LIMITSEOF=969.86R8.0'N89°24'30"E 137.50MAKE CONNECTION TOEXISTING 6" WATER6"-45° BEND57254.1'24.0'6.7' 5.7'18.7'14.0'12.0'8.5'2 6 . 5 '5.0'CONCRETE SIDEWALKPER MNDOTSTANDARDS, TYP.R2.0'R20.0'R3.0'R3.0'R10.0'REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONB612 C&G,TYP.CONCRETE DRIVEWAYAPRON PER MNDOTSTANDARDS, TYP.MATCH, TYP.CURB TAPER, TYP.CURB TAPERS, TYP.ACCESSIBLE PARKING SPACE, INCL.SIGNAGE, STRIPING AND RAMPSMATCH, TYP.CONSTRUCTION LIMITS5.0' MIN.TPAR14.4'REINSTALL SALVAGEDLIGHT POLE. COORD.W/ ELEC'L, TYP.TURNING MOVEMENTR3.0'9.0'18.0'18.0'9.0'6.1'5.5'CONC. WALK, MAINTAIN MIN. 4.5' BET. BLDG. & B.O.C.MATCH EXIST. CURBPROTECT EXIST. CURB, TYP.4.7'8.5'DECORATIVE SCREEN FENCE,SEE ARCH. FOR DETAILINGR3. 0 ' 19.5'B612 C&GPVMT. STRIPING, TYP.54.5'10.4'4.8'OUTDOOR STORAGEENCLOSURE, SEE ARCH. FORDETAILINGBLDG. STOOP, SEE ARCH.BLDG. STOOP, SEE ARCH.BLDG. STOOP, SEE ARCH.CONC. WALK & PATIO PVMT.PLANTING AREA, SEE LANDSCAPE PLANPLANTING AREA, SEE LANDSCAPE PLANCONC. WALK & PATIOSTND. DUTY BIT. PVMT.,SEE DETAIL, TYP.PVMT. MARKING, STND. TRAFFIC DIRECTION ARROW,PROVIDE DIAGRAM & SHOP DRAWINGS PRIOR TO CONST.ACCESS. CURBRAMP, TYP.ACCESS. CURBRAMP, TYP.CURB TAPERSAS NEC., SEEGRADING PLANCONC. WALK & PATIO PVMT.MATCH BIT. PVMT.,ENSURE SEAMLESSTRANSITIONMATCH BIT. PVMT.,ENSURE SEAMLESSTRANSITIONPROTECT EXIST.PVMT. , TYP.TRASH ENCLOSURE TO MATCH BLDG,SEE ARCH. PLANS FOR FINAL LAYOUTAND DETAILINGREINFORCED CONC. PVMT.MATCH C&G TAPERS &CURB RAMPBLDG. STOOP,SEE ARCH.DECORATIVE SCREEN FENCE,SEE ARCH. FOR DETAILING5.5'PROTECT EXIST.PVMT. , TYP.PROTECT EXIST.PVMT. , TYP.STND. DUTY BIT. PVMT.,SEE DETAIL, TYP.STND. DUTY BIT. PVMT.,SEE DETAIL, TYP.STND. DUTY BIT. PVMT.,SEE DETAIL, TYP.R10.0'R104.0'Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060TAP SOCIETY SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 13372 COUCHTOWN CT., ROSEMOUNT, MN 55068 TAP SOCIETY PROJECT 48776David J. KnaebleLICENSE 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.7/23/21ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:19336.02DRAWN BY:REVIEWED BY:BN, RBDK, RB..............7/23/2021 12:32:57 PMCOPYRIGHT CIVIL SITE GROUP INC.cCP ____-__..............REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.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 REQUIRED AFTERCOMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER.ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREETOPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITEIMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW ANDAPPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.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.6.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.7.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.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.9.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.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEELANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF ROSEMOUNT SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 10'-0"10'-0"5'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO. ON AREGULAR SCHEDULE.DELIVERIES:MAIL/PARCEL DELIVERIES SHALL OCCUR AT THEFRONT DOOR VIA STANDARD COMMERCIALDELIVERY VEHICLES (UPS, FED-EX, USPS).COMMERCIAL DELIVERIES SHALL OCCUR ATMULTIPLE LOCATIONS AROUND THE BLDG. ATSPECIFIC, LOW TRAFFIC TIMES.SEE PREVIOUS PROJECT FOR SITE AREA CALCULATIONS. THESECALCULATIONS HAVE BEEN APPROVED BY THE CITY FOR THE ENTIRE SITE.NO MAJOR DEVIATIONS HAVE OCCURRED BETWEEN THE ORIGINAL PLANAND THIS PROPOSED PLAN. ROBERT TRAIL SOUTH (A Public R/W)Wood FenceN89°24'30"E 137.50at Property Line(STATE HWY NO. 3)REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONMATCH,TYP.CONSTRUCTION LIMITSEOF=969.86N89°24'30"E 137.50MAKE CONNECTION TOEXISTING 6" WATERSERVICE, COORD. WITHCBMH 13RIM=969.13IE=965.9970 LF 15" RCPSTORM @ 0.50%MH 2RIM=971.60IE=959.6674 LF 15" RCPSTORM @ 0.50%63LF 15" RCPSTORM @ 0.50%X3X46"-45° BENDCONSTRUCTION LIMITSEOF=969.86PROPOSED GATEVALVE AND VALVE BOXMAKE WET TAPCONNECTION TOEXISTING WATERMAIN, COORD. WITHCITYSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=958.91COORD. W/MECH'L8" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'L85 LF 15" RCPSTORM @ 0.72%CBMH 31RIM=969.33IE=964.40CB 32RIM=969.01IE=965.0135 LF 15" RCPSTORM @ 0.74%BLDG ROOF DRAIN STUBSTUB IE=964.80COORD. W/ MECH'L40 LF 12" SCH40STORM @ 1.00%CONNECT TOEXISTING STUBIE=958.3528 LF 8" PVC SCH40PVC SAN. SERV. @2.00%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060TAP SOCIETY SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 13372 COUCHTOWN CT., ROSEMOUNT, MN 55068 TAP SOCIETY PROJECT 48776David J. KnaebleLICENSE 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.7/23/21ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:19336.02DRAWN BY:REVIEWED BY:BN, RBDK, RB..............7/23/2021 12:33:06 PMCOPYRIGHT CIVIL SITE GROUP INC.cCP ____-__..............REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF ROSEMOUNT UTILITY NOTES:1.WATER VALVES MAY ONLY BE OPERATED BY CITY PUBLIC WORKS STAFF.01" = 10'-0"10'-0"5'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (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 THEDIRECTION 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 SCH40 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 FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR 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 CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.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 OTHERWISENOTED. 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 SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED 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 MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR 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 SUBMITTHESE 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 WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0. ROBERT TRAIL SOUTH Wood FenceN89°24'30"E 137.50Building Cornerat Property LineOwner: DA & E Aquisition LLCEOF=969.86N89°24'30"E 137.50BLOCK 1X3X4EOF=969.8641 - KFG1 - SHL17 - BAJ2 - SGJ5 - SGJ1 - CSO6 - GLS6 - BAJ1 - SGJ1 - BAJ19 - SOBS6 - GLS26 - SOBS83 - SOBS8 - GLSTREESQTYCOMMON / BOTANICAL NAMECONTSHL1Skyline Honey Locust / Gleditsia triacanthos 'Skyline'2.5" Cal. B&BCSO1Crimson Spire Oak / Quercus robur x alba 'Crimschmidt' TM2.5" Cal. B&BSHRUBSQTYCOMMON / BOTANICAL NAMESIZESGJ8Sea Green Juniper / Juniperus chinensis `Sea Green`24" HT.BAJ24Blue Arrow Juniper / Juniperus Scopulorum `Blue Arrow`36" HT.GLS20Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`24" SPRD.GRASSESQTYCOMMON / BOTANICAL NAMESIZEKFG41Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#2 CONTSOBS128Standing Ovation Little Bluestem Grass / Schizachyrium scoparium `Standing Ovation`#2 CONTPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060TAP SOCIETY SOUTH ROBERT TRAIL, ROSEMOUNT, MN 55068 13372 COUCHTOWN CT., ROSEMOUNT, MN 55068 TAP SOCIETY PROJECT LICENSE 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. Binder7/23/21ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:19336.02DRAWN BY:REVIEWED BY:BN, RBDK, RB..............7/23/2021 12:33:16 PMCOPYRIGHT CIVIL SITE GROUP INC.cCP ____-__..............LANDSCAPE NOTES:01" = 10'-0"10'-0"5'-0"NKnow what'sbelow.before you dig.CallRPROPOSED 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 - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGING - COMMERCIAL GRADE 4" ALUMINUM EDGING, INCLUDE ALLCONNECTIONS, FITTING & STAKES, INSTALL PER MANUF.SPEC./INSTRUCTIONSLEGEND1.SEE MULCH SCHEDULE (INSTALLATION AND/OR TOP DRESSING OPERATIONS).2.ALL TREES SHALL BE MULCHED PER MULCH SCHEDULE, IF APPLICABLE, TO OUTER EDGEOF SAUCER OR TO EDGE OF PLANTING BED. ALL MULCH SHALL BE KEPT WITHIN AMINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OFNURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE,DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAININGPLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ONTHE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECTTHROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THECONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROMSUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYERTOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEADUTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE INTHE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.8.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.9.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPECONTRACTOR'S ACTIVITIES.10.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROMLANDSCAPE CONTRACTOR'S ACTIVITIES.11.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BEFULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEMSHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERINGONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.12.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDINGPRICING FROM OWNER, PRIOR TO INSTALLATION.REQUIRED LANDSCAPE CALCULATIONSZONING: (DT) DOWNTOWN DISTRICTADJACENT ZONING: N-E-S- (DT) DOWNTOWN DISTRICT; W = (R1A) LOW DENSITY RESIDENTIAL1.PARKING LOT LANDSCAPING (PER CHAPTER 4 OF CITY CODE)1.1.SCREENING: MINIMUM 50% OPACITY SCREEN TO A HEIGHT OF AT LEAST 4' REQUIRED.1.2.LANDSCAPING:1.2.A.MINIMUM 10% OF PARKING AREA TO BE LANDSCAPED. TOTAL PARKING AREA: 30,816 SF TOTAL X 10% = 3,081.6 SF LANDSCAPING REQ'D (4.278 SF PROVIDED)1.2.B.ONE ISLAND PER 6,000 SF OF VEHICULAR USE: 30,816 / 6,000 SF 5.1 ISLANDS REQ'D; 153 SF X 5.1 = 780.3 SF OF ISLANDS REQ'D (1,181 SF ISLANDS PROVIDED)1.2.C.MINIMUM OF 1 TREE PER 250 SF OF REQ'D LANDSCAPE AREA 3,081.6 / 250 SF = 12.32 TREES REQ'D (13 TREES PROVIDED)2.LANDSCAPING REQUIREMENTS (PER CHAPTER 6 OF CITY CODE)2.1.TREE PRESERVATION - NOT APPLICABLE.2.2.LANDSCAPE REQUIREMENTS (11-6-3) (DT - DOWNTOWN DISTRICT)2.2.A.NO OVERSTORY OR FOUNDATION PLANTINGS REQUIRED2.3.BUFFER YARD REQUIREMENTS (DT - DOWNTOWN DISTRICT)2.3.A.N-E-S BOUNDARIES = NO BUFFER REQ'D2.3.B.W BOUNDARY = (R1A) LOW DENSITY RESIDENTIAL2.3.B.A.10' WIDE BUFFER YARD REQ'D; 50% OPACITY WITH TREES, SHRUBS, AND SOD. MINIMUM HEIGHT OF 3'.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMITIRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUNDFACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TOUNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTINGDAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER 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 THEPROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFYWITH 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 THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE ANDCAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN ANDSQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENTFORMULATED 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 AREAS WHENEVER POSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATIONWIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICEONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRETO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHESTVALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BYINDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOWCONTROL 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 TIMESIN 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 DEPTHOF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVELSHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOXCOVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:REQUIRED LANDSCAPE CALCULATIONS , AS SHOWN BELOW, WEREAPPROVED BY THE CITY FOR THE ENTIRE SITE. THIS CALCULATION HASBEEN INCLUDED FOR REFERENCE ONLY. NO REDUCTIONS OF REQUIREDPLANT MATERIALS ARE PROPOSED AS PART OF THIS PLAN.MULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSPLANTING BEDS4" DEPTH, 2" CRUSHED ROCK, DK. GREYTRAP ROCKYESNONOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALS CORRUGATED METAL PANEL PAINTED THIN BRICK WOOD PANEL/ WOOD LOOK PANEL CAST STONE SILL/CURB FACTORY STYLE WINDOWS CORRUGATED METAL AWNING ON SUBSTRUCTURE W/ PATIO HEATERS BELOW WOOD FENCE W/ EXTENDED POST FOR FESTOON LIGHTING SELF ILLUMINATED BLADE SIGNAGE Tap Society II CONCEPT PERSPECTIVE 07/23/21 S Robert Trail , Rosemount MN PAINTED THIN BRICK CLADDING CAST STONE SILL/CURB PAINTED SIGNAGE PAINTED SIGNAGE TRASH ENCLOSURE TO MATCH BUILDING FACADE WITH CORREGATE METAL GATE KEG STORAGE W/ CHAIN LINK FENCE ENCLOSURE Tap Society II CONCEPT PERSPECTIVE 07/23/21 S Robert Trail , Rosemount MN 1010 FRZ24" 72"21" 48" 21" 54"21" 48" 21" 54"18" 42" 24" 60" 24" 60" 24" 72" 24" 60" 24" 60"24" 42" 24" 72"24" 60" 24" 60" 24" 60"18" 30" 24" 54" 24" 30" 36"36"DCWI CWO HC HCE1E2 D1 CHEMH1 H2 RA DD D36"2 MP1.5 1 MP1.5 2 MP1.6 1 MP1.6 10' - 0" Scale:1/16" = 1'-0" Tap Society II SITE PLAN 07/23/21 S Robert Trail , Rosemount MN FRZ24" 72"21" 48" 21" 54"21" 48" 21" 54"18" 42" 24" 60" 24" 60" 24" 72" 24" 60" 24" 60"24" 42" 24" 72"24" 60" 24" 60" 24" 60"18" 30" 24" 54" 24" 30" 36"36"DCWICWOH HCE1E2 D1 CHEMH1 H2 RA DD D36"2 MP1.6 1 MP1.6 TO GO/ CURBSIDE MERCH12' x 8' MOVEABLE STAGE FENCED AREA FOR KEG STORAGE DUMPSTER, RECYCLE, GREASE LINE ORDER HERE TAP WALL DRY STOR HW JAN KEG COOLER WIC DISH FR ORDER HERE WATER + ROOT BEER TAPSERVERSHAKES 10' - 0" 70' - 6"54' - 0 3/4"19' - 0 11/16"35' - 0 1/16"24' - 7"46' - 9 5/8"4' - 8 3/8"50' - 3"PLAN NORTH Scale:1/8" = 1'-0" Tap Society II FLOOR PLAN 07/23/21 S Robert Trail , Rosemount MN TRASH ENCLOSURE TO MATCH BUILDING FACADE WITH CORREGATE METAL GATE PAINTED THIN BRICK CLADDING KEG STORAGE W/ CHAIN LINK FENCE ENCLOSURE FACTORY STYLE WINDOWS CORRUGATED METAL AWNING BLADE SIGN CORRUGATED METAL PANEL WOOD LOOK METAL PANEL CORRUGATED METAL PANEL WOOD LOOK METAL PANEL BLADE SIGN SURFACE MOUNTED SIGNAGE FACTORY STYLE WINDOWS CAST STONE SILL/CURB WOOD FENCE PLAN NORTH Scale:1/8" = 1'-0" Tap Society II ELEVATIONS 07/23/21 S Robert Trail , Rosemount MN 1/8" = 1'-0"MP1.5 1 SOUTH ELEVATION 1/8" = 1'-0"MP1.5 2 EAST ELEVATION LEVEL 1 100' - 0" ROOF 114' - 0" PAINTED THIN BRICK BLADRE SIGN PAINTED LOGO CAST STONE SILL/CURB CORRUGATED METAL AWNING WOOD FENCE EXTERIOR LIGHTING CHAIN LINK FENCE KEG STORAGE PAINTED THIN BRICK PAINTED LOGO CAST STONE SILL/CURB WOOD FENCE W/ EXTENDED POST FOR LIGHTING TRASH ENCLOSURE TO MATCH BUILDING FACADE WITH CORREGATE METAL GATE PLAN NORTH Scale:1/8" = 1'-0" Tap Society II ELEVATIONS 07/23/21 S Robert Trail , Rosemount MN 1/8" = 1'-0"MP1.6 1 NORTH ELEVATION 1/8" = 1'-0"MP1.6 2 WEST ELEVATION MEMORANDUM To: Anthony Nemcek, Planner CC: Kim Lindquist, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Stephanie Smith, Assistant City Engineer Date: January 14, 2020 Subject: The Morrison Preliminary and Final Plat - Engineering Review SUBMITTAL: The following review comments were generated from the following The Morrison submittal documents prepared by Civil Site Group, Braun Intertec and Wenck:  Final Plat  Civil plans (dated 12/16/2019) comprised of the following: ▫ Existing Conditions Survey ▫ Removal Plan ▫ Site Plan ▫ Grading Plan ▫ Utility Plan ▫ SWPPP  Stormwater Management Report (dated 12/16/2019)  Geotechnical Report (dated 11/20/2019)  Traffic Memo (dated 12/19/2019) EASEMENTS: 1. The final plat shows a 5-foot perimeter drainage and utility easement around the property. This shall be revised to have a 10-foot drainage and utility easement along the front and rear lot lines. 2. Trail access easement is required over the bituminous walkway on the west and south sides of the apartment building. DRIVEWAY AND PARKING LOTS: The applicant is proposing to reduce the number of accesses on Trunk Highway 3. The proposed accesses to the site are an entrance onto Trunk Highway 3 aligned with 146th Street West, an in-only access on Trunk Highway 3 north of the proposed commercial building, and an access onto 145th Street West. The applicant submitted a traffic memo that used the ITE Trip Generation Manual to compare traffic generation of the existing site uses to the proposed site uses. This comparison resulted in a net reduction of traffic by more than two thirds. Staff will note that this conclusion is not based on traffic counts, and the existing usages on the site are likely under the assumed trip generation. The two thirds reduction from the memo is what would be expected in a highest use of the existing buildings. 3. The applicant shall obtain a MnDOT permit for their work within the Trunk Highway 3 right-of-way. 4. The maximum driveway grade is 10%. The driveway to the underground parking shall be revised to meet this requirement. 5. Applicant shall provide a turning movement for a single-unit truck entering the underground parking. 6. Staff recommends the loading zone shall meet parallel parking standard of an 8-foot wide stall rather than the 6-foot wide aisle shown in the plans. 7. Civil plans do not show a landscaped island at the main entrance, while the architectural plans and rendering do show an island. Applicant shall revise plans to be consistent. 8. The 45-degree parking north of the commercial building is longer than required. Applicant may reduce this. 9. Street lights on Trunk Highway 3 that are impacted by the construction shall be removed and replaced in coordination with the electrical utility. SIDEWALKS: 10. Sidewalk and bituminous walkway internal to the site shall be owned and maintained by the property owner. 11. The sidewalk along Trunk Highway 3 shall be owned by the City, but it shall be maintained for snow by the property owner. 12. Applicant shall install pedestrian ramps as required by ADA and per the MnDOT standard detail plates. 13. Applicant shall provide more details on pavement markings and how the parking and pedestrian movements will function on the southeast corner of the apartment building where the bituminous walkway is level with the parking surface of Ace Hardware. WATER & SANITARY UTILITIES: The applicant proposes to connect to City water existing under Trunk Highway 3 and sanitary sewer that runs north-south at the center of the site. The applicant is removing the portion of the sanitary line that will no longer be needed. The existing sanitary pipe is vitrified clay pipe and is over 60 years old. The pipe will be replaced or lined dependent on further investigation of the pipe condition. 14. Water utilities internal to the site shall be privately owned and maintained. 15. Applicant shall abandon unused water services on their site. 16. Abandoned water services shall be removed to the main. 17. Existing hydrant near the Shenanigans building shall be removed and replaced with a new hydrant, rather than salvaging the existing. 18. The watermain shall be located within the roadway to minimize future impacts to boulevard trees in the proposed landscaping plan. 19. Sanitary sewer shall be publicly owned and maintained. 20. Applicant has noted use of PVC-SDR 26 for sanitary sewer lines. As the depth of the lines is less than 18 feet, applicant may use PVC-SDR 35. 21. Watermain and Sanitary Sewer will be revised during final design. Typical revisions will include number and placement of hydrants, gate valves and manholes. RETAINING WALLS: The proposed plan calls for two retaining walls. The wall along the northern-most parking area is approximately 170 feet long and a height of 1.5 feet. The wall along the underground parking driveway is approximately 100 feet long and a height of 6 feet. 22. The grading plan shall be revised to show the top and bottom wall elevations for the wall along the underground parking driveway. 23. The plans shall specify the retaining wall material. 24. The retaining wall along the northern-most parking area is located within the perimeter drainage and utility easement. An encroachment agreement is required for the wall to be built in this location. 25. Retaining walls exceeding 4 feet in height shall require a plan prepared by a licensed structural engineer submitted for review and approval by the Building Official for a wall permit. GRADING AND DRAINAGE 26. The developer is required to obtain a grading permit from the City prior to construction grading activity. 27. The survey shall be revised to show first floor elevations for nearby structures. 28. Flow arrows shall be added to the grading plan. 29. Emergency Overflow (EOF) routes shall be shown for all low points. High points shall be shown along EOF routes with directional flow arrows. 30. 2% minimum slope is required for stormwater flow. Applicant shall revise grades along the gutter line north of the proposed commercial building. STORMWATER MANAGEMENT: WSB Engineering reviewed The Morrison stormwater and SWPPP submittal on behalf of the City. The full memorandum, dated January 8, 2020, is included as an attachment. Their comments are summarized below: 31. Application will be required to show proof of NPDES permit coverage prior to start of construction. 32. No detail for the retaining wall by the entrance into the apartment building is provided. See Engineering Guidelines for further details on retaining wall requirements. 33. Construction entrance may be needed off 145th street or signed no construction traffic. 34. Add inlet protection for CB 32. 35. Label emergency overflow routes/points on grading plan. 36. There is a 0.61 foot separation between the low point and the garage door. Please show percent slope of driveway and entrance to garage. 37. Casting types were not called out in the plans. 38. Please provide utility crossing for where the storm crosses the sanitary sewer and watermain. 39. MnDOT drainage permit may be required for connection from CBMH 11 into EX. CB in TH 3. Existing Gas and electric in vicinity of the EX. CB in TH 3 should be assessed for conflict. 40. Narrative “Volume Reduction and Water Quality (City of Rosemount)” is incorrect. The City’s Volume control and Water Quality Requirement is to retain and infiltration the 100- year 24hr storm event. Redevelopment shall meet this requirement to the maximum extent practical (CSWMP 5.3.8). Volume Control and Water Quality Requirements are being met in the existing City regional stormwater pond (EP-578). 41. The difference in impervious between existing and proposed conflicts with each other. HydroCAD reports 16,596 sf difference, while the plans callout 14,778 sf. Please update HydroCAD to match the plan sheet. 42. Delineation map is incorrect. PR1A should not include drainage area DA 3, and DA 3A. 43. Rate increases will need to be assessed after updates are made to the stormwater management plan. 44. Clearly delineate offsite discharge points in the narrative and on Ex and Proposed drainage area maps. 45. Existing conditions map appears to show flow east into the MnDOT ROW. Any increases in discharge rate into the MnDOT ROW may require a MnDOT drainage permit. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015. K:\017022-000\Admin\Docs\Tap Society\Tap Site Review Memo.docx Memorandum To: Anthony Nemcek, Planner CC: Adam Kleinberg, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: August 20, 2021 Re: Tap Society Site Plan Review Grading, Drainage, Erosion Control & Utility Plan Review WSB File No 0017022-000 SUBMITTAL: A Site Plan, Grading, Drainage, Erosion Control & Utility Plan for Tap Society have been submitted. Engineering review comments were generated from the following plat documents consisting of: ▪ Site Plan ▪ Grading, Drainage, Erosion Control Plan ▪ Utility Plan GENERAL COMMENTS: Tap Society is a standalone development that is part of the Morrison Project and is located on the west side of South Robert Trail between 145 Street and 146th Street. The parent parcel included a commercial building that is currently being razed. The proposed development proposes a single building with adjacent patio, and parking lots. 1. The development Fees are indicated below based on the 2021 Schedule of Rates and Fees. Fees will be due with the Conditional Use Permit/Building Permit (development agreement) if they have not been previously paid. ▪ Sanitary Sewer Trunk Charge: $1075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/ net developable acre 2. The survey identifies an easement in the southeast corner of the parcel. It is unclear what the easement is for, should the easement no longer be utilized it should be vacated. Kyle Klatt August 20, 2021 Page 2 K:\017022-000\Admin\Docs\Tap Society\Tap Site Review Memo.docx GRADING AND EROSION CONTOL The existing site drains from the southwest corner to the north east at a very flat grade. The proposed grading plan identifies collecting surface runoff in a catch basin along the northern property line and a catch basin located in the southwest corner of the site. The runoff is collected by privately maintained storm sewer that extends from existing storm sewer located in central area of the Morrison Development. A storm sewer stub extends to the proposed building to collect rooftop runoff. ACCESS AND EGRESS The proposed driveway to the site extends from South Robert Trail at the northwest corner of the parcel. This driveway location requires the relocation of an existing streetlight. Access is also provided from the west side of the building along the alley drive constructed with the Morrison Project. Parking stalls extend from these two drive isles. SANITARY SEWER AND WATERMAIN Sanitary sewer service is extended from an existing City maintained sanitary lateral that extends along the west side of the site. The sanitary sewer service should extend toward the kitchen area of the building. A grease trap is required on the sanitary sewer service. Water service is identified to be obtained by extending an 8-inch water service from the City maintained watermain located within South Robert Trail. The developer is also required to remove existing one-inch services that extend from the same main and are adjacent to the site. These two water service excavations need to be located in the same area so there is only one excavation into South Robert Trail. City construction records identify a 6-inch water service in the general vicinity of the proposed building. The location of the service needs to be field verified to determine if it can be utilized for the proposed building. SURFACE WATER MANAGEMENT Surface Water Management was reviewed with the development of the Morrison Project. Engineering comments and recommendations from the Morrison Project review must also be implemented.