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HomeMy WebLinkAbout2017-09-19 CDRB Packet AGENDA CITY OF MAPLEWOOD COMMUNITY DESIGN REVIEW BOARD Tuesday,September19, 2017 6:00 P.M. Council Chambers -Maplewood City Hall 1830 County Road B East 1.Call to Order 2.Roll Call 3.Approval of Agenda 4.Approval of Minutes: a.August 15, 2017 5.Design Review: a.Consider Approval of Comprehensive Sign Plan Amendment, 2945 Hazelwood Street North b.Consider Approval of Design ReviewAmendment,Boaters Outlet, 2000 Rice Street 6. New Business: a.2040 Comprehensive Plan Update Discussion 7.Visitor Presentations: 8.Board Presentations: 9.Staff Presentations: 10.Adjourn MINUTES OF THE MAPLEWOOD COMMUNITY DESIGN REVIEW BOARD 1830 COUNTY ROAD B EAST, MAPLEWOOD, MINNESOTA TUESDAY, AUGUST 15, 2017 1.CALL TO ORDER Chairperson Kempecalled the meeting to order at6:01p.m. 2.ROLL CALL Chairperson, Bill KempePresent Boardmember,Jason LamersPresent Vice Chairperson,Matt LedvinaPresent Boardmember,Melissa PeckAbsent Boardmember,Ananth ShankarAbsent Staff Present:Michael Martin, Economic Development Coordinator Jane Adade, Planner 3.APPROVAL OF AGENDA BoardmemberLamersmoved to approve the agenda as approved. Seconded by BoardmemberKempe.Ayes -All The motion passed. 4.APPROVAL OF MINUTES ChairpersonKempemoved to approve the June 20,2017,CDRB minutes as submitted. Seconded by BoardmemberLamers.Ayes –Chairperson Kempe Abstentions –Boardmember Lamers & Ledvina The motion passed. 5.DESIGN REVIEW a.Consider Approval of Design Review, McDonalds, 2935 Southlawn Drive i.Planner, Jane Adade gave the presentation on Design Review for McDonalds, 2935 Southlawn Drive and answered questions of the board. ii.Planner withLandform Professional Services, Anne Hurlburt, 108South Fifth Avenue, Suite 813, Minneapolis. Boardmember Ledvinamoved to approvethe design plans date-stamped July 25, 2017, for improvements to the McDonald’s building and parking lot located at 2935 Southlawn Drive. Approval is subject to developer complying with the following conditions: August 15, 2017 Community Design Review Board Meeting Minutes 1 1.Approval of design plans is good for two years. If the applicant has not begun construction within two years, this design review shall be repeated. Staff may approve minor changes to these plans. 2.The applicant shall comply with the condition noted in the engineering report by Jon Jarosch dated August 9, 2017. 3.Prior to receiving any building permit, the applicant shall submit a detailed photometric plan that meets the city ordinance. Seconded by Boardmember Lamers.Ayes –All The motion passed. This item does not need to go to the city council. 6.NEW BUSINESS a.2040 Comprehensive Plan Update Discussion i.Economic Development Coordinator, Michael Martin gave an update 2040 Comprehensive Plan. For more information on the 2040 Comprehensive Plan you can go to the website www.maplewoodmn.gov/2040and the information can be found in the steering committee discussion. Staff and board items of discussion: Rush Line Gold Line Hillcrest Area Mixed Use around the Maplewood Mall Highway 36 and commercial businesses Only allowing 3 story residential should be updated Mixed use around the mall and having too much parking lot More walkable community addingmore sidewalks and bike ablecommunity More streetscaping Create residential friendly design standards Setting higher commercial design standards that will make Maplewood a better place No action was required this item was for discussionpurposes. 7.VISITOR PRESENTATIONS None. 8.BOARDPRESENTATIONS None. August 15, 2017 Community Design Review Board Meeting Minutes 2 9.STAFF PRESENTATIONS Next CDRB meeting is Tuesday, September 19, 2017. 10.ADJOURNMENT The meeting was adjourned by Chairperson Kempeat6:55p.m. August 15, 2017 Community Design Review Board Meeting Minutes 3 MEMORANDUM TO:Melinda Coleman, City Manager FROM:Jane Adade,Planner DATE:September 12, 2017 SUBJECT:ConsiderApproval of Comprehensive Sign Plan Amendment, 2945 Hazelwood Street North Introduction Project Description Patrick Giordana of Landform BDH + Young, on behalf of Hazelwood Medical Building LLC, is proposing amending the comprehensive sign plan for the property at 2945 Hazelwood Street North. This plan was last reviewed and approved at the January 17, 2017 community design review board (CDRB) meeting. This amendment request is to eliminate two tenant signage locations on the eastbuilding elevation in exchange for a single,two-line,4’ x 10’ canopy mounted “Drive-Up Pharmacy” sign on the west elevation of the building, at the drive-through pharmacy window. The sign is required by the HealthEast Clinic that will be located on site to identify the location of the drive- through pharmacy as patients traverse the site from the entrance off of Hazelwood Street North around to the west side of the building. Background November 10, 1997: The city council approved a conditional use permit and design review for a fuel station, convenience store, bank and car wash. This project now sits on a separate legal parcel. June27, 2016: The city council approved, a conditional use permit, design plans, a comprehensive sign plan and a lot division for the Hazelwood Medical Commons. September 20, 2016: The community design review board reviewed and approved the start of Phase 2of this project but had not approved all three levels. January 17, 2017: The city approved design plans for phase two of the proposed medical office building and a comprehensive sign plan amendment for the medical office building located at 2945 Hazelwood Street North. Discussion Existing Comprehensive Sign Plan The city’s sign ordinance requires all multi-tenant buildings with five or more tenants to have an approved comprehensive sign plan. The CDRB originally approved a comprehensive sign plan for the medical office building at 2945 Hazelwood Street North on June 27, 2016. On January 17, 2017, the CDRB approved amendments which added wall signage on the south and east elevations of the building and increased the height of the approved pylon sign. Proposed Comprehensive Sign Plan Amendment The applicant is seeking approval of the comprehensive sign plan amendment to eliminate two (2) of the five (5) 3’ x 25’ tenant signs to be located onthe eastbuilding elevation,north of the main entryway;in exchange for a single,two-line,4’ x 10’ canopy mounted “Drive-Up Pharmacy” sign located on the west side of the medical building. Recommendation Approve the comprehensive sign plan amendment request submitted by Patrick Giordana of Landform BDH +Young, on behalf of Hazelwood Medical Building LLC to allow for a single, two-line, 4’ X 10’ canopy mounted sign on the west elevation of the Hazelwood Medical Building while also eliminatingtwo of the five 3’ x 25’ wall signs on the east building elevation, north of the main entry, with the following conditions: 1.Signs on the east elevation shall be limited to one 10’ X 30’ sign over the main entrance and eight 3’ X 25’ tenant signs. Three 3’ X 25’ tenant signs shall be located south of the main entrancethreefive3’ X 25’ tenant signs shall be located north of the main entrance.Locations of the tenant signs shall be restricted to the areas displayed within the applicant’s proposed building elevations. 2.Signs on the south elevation shall be limited to two 3’ X 25’ tenant signs 3.No signs are permitted on thewest ornorth elevations. 4.Signs on the west elevation shall be limited to asingle 4’ x 10’ wall sign. 5.All wall signs shall be individual letters and each letter shall be no more than 48 inches in height. 6.One monument sign is allowed alongHazelwood Street. The monument sign must be no more than 16 feet in height and must incorporate material and design in its base. 7.Staff may approve minor changes to the comprehensive sign plan. 2 Reference Information Site Description Site size:9.31acres Existing land use: Undeveloped, construction has started on phase one of the Hazelwood Medical Building Zoning: Light Manufacturing (M1) Surrounding Land Uses North: Senior Housing (Cardinal Pointe) South: Convenience Store (Fuel Station and Bank) West: Bruce Vento Trail East: St. John’s Hospital Attachments 1.Location Map 2.Applicant’s Narrative 3. Proposed Sign 3 Attachment 1 2945 Hazelwood Street North September 5, 2017 City of Maplewood Information O Legend ! I 0480 Feet Source: City of Maplewood, Ramsey County Attachment 2 Attachment 3 Attachment 3 MEMORANDUM TO:Melinda Coleman, City Manager FROM:Shann Finwall,AICP, Environmental Planner DATE:September 12, 2017 SUBJECT:Consider Approval of Design Review Amendment, Boaters Outlet, 2000 Rice Street Introduction Project Description Darlene and Glenn Kloskin, owners of Boaters Outlet, are proposing to construct a 10,680 square foot metal building on the 2.4 acre vacant lot located at 2000 Rice Street. The building will include ashowroom and display area, offices, and a boat service and assembly garage. Exterior boat storage will take place in the rear of the lot, located behind a 7-foot high vinyl fence built on a 3-foot high berm. Once constructed the owners will relocate their business from Roseville to the new location. Background On May 8, 2017, the City Council approved the following land use permits for the new Boaters Outletat 2000 Rice Street: 1) conditional use permit for exterior storage of boats; 2) conditional use permit for a metal building within the Business Commercial Zoning District; and 3) design review. Request Due to poor soils on the north side of the property,Darlene and Glenn Kloskin are proposing to relocate the building to the south side of the property. Changes to the site plan and building elevations require review and approval by the Community Design Review Board. Discussion Rice Street-Larpenteur Avenue Gateway Area Vision Plan The cities of Maplewood, Roseville, and St. Paul are working together to develop a vision for the short and long-term future of the Rice Street-Larpenteur Avenue corridor. The cities have signed onto a cooperative funding agreement and hired a consultant to lead the planning process. The purpose of the project is to understand and respond to barriers, challenges, benefits, and opportunities associated with changes in land use, access, transit services, and other facilitiesaround key nodes in the corridor, and identify potential redevelopment sites throughout the study area. Results of the study will be complete by December 2017, and will be included as part of Maplewood’s 2040 Comprehensive Plan. The Boaters Outlet development is within the study area.For additional information visit the Rice Street-Larpenteur Avenue Gateway Area Vision Plan website at www.riceandlarpenteur.com. Rice Street Transportation Safety Study Rice Street is a County road.Ramsey County is conducting a safety study along Rice Street between University Avenue and Larpenteur Avenue in St. Paul.As part of the Rice Street- Larpenteur Avenue Gateway Area Vision Plan, the County is now including projects in their Transportation Improvement Program to rebuild the section of Rice Street north of Larpenteur Avenue in 2020.During that project pedestrian and bike needs will be addressed by the County.There will be opportunity to review and give input into the project as the County develops the design and the Gateway Area Vision Plan is finalized.The Boaters Outlet development will be included in the 2020 County road project improvements.For additional information visit the Rice Street Transportation Study website at https://www.ramseycounty.us/residents/roads-transit/future-road-construction-projects/rice- street-transportation-safety-study. Design Review Amendment Site Plan Changes to the site plan include: 1.Shifting the building from the north side of the property to the south. 2.Shifting the building 5 feet to the east to establish a 35-foot front yard setback (previously 30 feet). 3.Shifting the building 15 feet from the south property line (previously 10 feet from the north property line). Architectural Boaters Outlet is proposing a marine-style metal building. The building will be constructed of a commercial grade steel with 1-inch tall architectural ribs. To comply with the City’s metal building ordinance which requires that no more than 20 percent of the “metal” portions of the building be visible from the street, Boaters Outlet is proposing that 80 percent of the building façade facing Rice Street (west side) and portions facing south and north include architectural detail to include: stone veneer, Hardi Board horizontal siding, and glass. The metal roof and awnings will be blue, with the remainder of the metal on the building gray to match the Hardi Board. Changes to the elevations include: 1.Adding 68 feet ofHardi Board, brick, and glass exterior on the south elevation (previously 32feeton the north elevation). The addition of architectural detail on the side elevation is required to ensure only 20 percent of the metal portion of the building is visible from Rice Street and the adjacent parking lot. ParkingLot The City’s parking ordinance requires parking lots be constructed of bituminous pavement and concrete curb and gutter. The number of parking spaces required is one parking space per 200 square feet of retail, and one parking space per 1,000 square feet of warehouse. Based on the building footprint submitted, Boaters Outlet requires 25parking spaces. Parking spaces must 2 be at least10 feet wide by 18 feet deep, with reduced stall widths allowed for employee only parking. Boaters Outlet’s parking lot will be constructed of bituminous pavement and concrete curb and gutter as required by the City’s parking ordinance. There will be 25 parking spaces, ranging in size from 9 feet wide by 18feet deep to 11feet wide by 18 feet deep. Boaters Outlet must submit a revised paving plan which shows that all 25 parking spaces comply with the City’s parking ordinance for minimum width and depth. Exterior Storage Lot Boaters Outlet offers boat storage to their customers over the winter months. The boats will be winterized with shrink wrap and stored on the back side of the lot behind a 7-foot high vinyl screening fence. The sides and rear of the boat storage area will be secured with a 10-foot high chain link fence. The applicants estimate that 200 to 225 boats can be stored on the lot. The surface of the lot will include Class 5 along the driving access aisles, and grass where the boats will be stored. The City’s parking ordinance requires that all off-street parking lots have a surface of bituminous material, concrete, or alternative parking method of reinforced turf.The code, however, is silent on the surface requirements for a storage lot. The attached engineering report details how stormwater management will function with the Class 5 surface and stormwater basins. Fence/Screening Boaters Outlet is proposing a 7-foot high vinyl screening fence in front of the boat storage area. This fence will be constructed on a 3-foot high berm. A 10-foot high chain link fence is proposed along the remaining portions of the storage area for security. Boaters Outlet must submit fence design and elevations for approval. Landscaping The landscape plan shows four maple trees and eight arborvitaes planted in front of the 7-foot high vinyl screening fence, one maple tree on the north side of the parking lot, and one maple tree in front of the parking lot. The infiltration basin in front of the building will be planted with grasses, redtwig dogwoods,daylilies, and one river birch tree. The infiltration basin in the back of the building will be planted with grasses, red twig dogwoods, and daylilies.Additional landscaping is listed on the planting detail sheet to include plant material around a proposed freestanding sign and proposed landscape bedsaround the building. These details are not shown on the landscape plans submitted. Boaters Outlet must submit a revised landscape plan that adds more variety in tree species and the shows the location of all landscaping listed in the planting detail sheet. In addition, the environmental review attached outlines additional planting requirements for the infiltration and filtration basins. Lighting The lighting site plan shows four, 15-foot-high pole-mounted LED area lights in the parking lot andfive wall pack lights. These lights meet the City’s lighting ordinance which restricts exterior light poles to 25 feet in height and light illumination at the property lines to .4 foot candles of 3 illumination. The lighting details include several LED architectural flood light designs, which are not shown on the lighting site plan. Boaters Outlet must submit a revised lighting site plan which shows the location of all architectural flood lights to ensure they meet the City’s lighting ordinance. Engineering Please see Jon Jarosch’s September 13, 2017, Cityengineering report attached to this report. Recommendations Approve the plans date-stamped September 1 and 8, 2017, for Boaters Outlet at 2000 Rice Street. Approval is subject to the applicant complying with the following conditions: 1)Approval of design plans is good for two years. If the applicant has not begun construction within two years, this design review shall be repeated. Staff may approve minor changes to these plans. 2)The applicant shall comply with the conditions noted in Jon Jarosch’s engineering report dated September 13, 2017. 3)The applicant shall comply with the conditions noted in Shann Finwall’s and Virginia Gaynor’s environmental report dated September 12, 2017. 4)Submit to staff prior to issuance of a building permit the following: a)A revised paving plan which shows: (1)That all 25 parking spaces comply with the City’s parking ordinance for minimum width and depth. b)Fence designs and elevations. c)A revised landscape plan that adds more variety in tree species and the shows the location of all landscaping listed in the planting detail sheet. In addition, plantings within the infiltration basins must comply with the September 12, 2017, environmental review. d)A revised lighting site plan which shows the location of all architectural flood lights to ensure they meet the City’s lighting ordinance. 5)All signage on the property must comply with the City’s sign ordinance and requires separate sign permits. 6)The applicant shall remove and dispose of all debris and garbage that is on the site. 7)Boats shall not project above the fence in the west portion of the site, this is defined as any areas west of the eastern extent of the building. 8)Theapplicant shall provide an irrevocable letter of credit or cash escrow in the amount of 150 percent of the cost of installing the landscaping, before getting a building permit. 4 REFERENCE INFORMATION SITE DESCRIPTION Site size:2.4 acres Existing Use: Undeveloped SURROUNDING LAND USES North:Maplewood Collision Center, 2020 Rice Street South:McCarron’s Pub and Grill, 1986 Rice Street West:Rice Street and American Dairy Association building across the Street in Roseville East:Undeveloped city-owned property with a Manage A wetland PLANNING Land Use:Business Commercial Zoning: Business Commercial APPLICATION DATE The application for this request was complete on September 6, 2017. State law requires that the city take action within 60 days of receiving complete applications for a land use proposal. The 60-day deadline for this request is November 5, 2017. Attachments 1.Narrative 2.Site Plan 3.Paving Plan 4.Grading Plan 5.Utility Plan 6.Landscape Plans 7.Lighting Plans 8.Elevations 9.Environmental Review 10.Engineering Plan Review 5 Attachment 1 .ƚğƷĻƩƭ hǒƷƌĻƷ ЋЉЉЉ wźĭĻ {Ʒ͵ ağƦƌĻǞƚƚķͲ ab ЎЎЊЊЌ {ŷğƓƓͲ ŷĻ ƩĻƨǒĻƭƷ ŅƚƩ ƷŷĻ ĭŷğƓŭĻ ƚŅ ƷŷĻ ĬǒźƌķźƓŭ ƌƚĭğƷźƚƓ ŅƩƚƒ ƷŷĻ bƚƩƷŷ ƭźķĻ ƚŅ ƦƩƚƦĻƩƷǤ Ʒƚ ƷŷĻ {ƚǒƷŷ ƭźķĻ źƭ ğƭ ŅƚƌƌƚǞƭʹ ЊΜŷĻ ƒğźƓ ƩĻğƭƚƓ ŅƚƩ ƷŷĻ ƩĻƌƚĭğƷźƚƓ ƚŅ ƷŷĻ ĬǒźƌķźƓŭ źƭ ƷŷĻ ƭƚźƌ ĭƚƓķźƷźƚƓƭ ğƷ ƷŷĻ bƚƩƷŷ ĻƓķ ƚŅ ƷŷĻ ƦƩƚƦĻƩƷǤ͵ ŷĻǤ ŷğķ Ʒƚ ķźŭ ķƚǞƓ Ʒƚ ЊЍ͸ ĬĻŅƚƩĻ ŷźƷƷźƓŭ ƓğƷǒƩğƌ ƭƚźƌƭ͵ ŷźƭ Ǟƚǒƌķ ĭğǒƭĻ ǒƭ Ʒƚ ŅƌźƦ ƷŷĻ ƭƚźƌ ğƓķ ğķķ ƭğƓķ Ʒƚ ƷŷĻ ĻǣźƭƷźƓŭ ƭƚźƌ͵ ŷźƭ ƦƩƚĭĻƭƭ Ǟƚǒƌķ ŷğǝĻ ĬĻĻƓ ǝĻƩǤ ĭƚƭƷƌǤ ğƷ ƷŷĻ ƷǒƓĻ ƚŅ ƚǝĻƩ υЋЉЉͲЉЉЉ͵ЉЉ͵ ŷĻ ƭƚźƌ ĭƚƓķźƷźƚƓƭ ğƷ ƷŷĻ {ƚǒƷŷ ĻƓķ ƚŅ ƷŷĻ ƦƩƚƦĻƩƷǤ ŷğǝĻ ĬĻĻƓ ƷĻƭƷĻķ ğƓķ ĻƭƷğĬƌźƭŷ ƷŷğƷ ǞĻ Ǟźƌƌ ƓĻĻķ ƒźƓźƒğƌ ĭƚƩƩĻĭƷźƚƓ ğƓķ ğƩĻ ƭǒźƷğĬƌĻ ŅƚƩ ƚǒƩ ĬǒźƌķźƓŭ͵ ЋΜŷĻ ƭĻĭƚƓķ ƩĻğƭƚƓ ŅƚƩ ƷŷĻ ƒƚǝĻ źƭ Ʒƚ ĭĻƓƷƩğƌƌǤ ƌƚĭğƷĻ ƷŷĻ ĬǒźƌķźƓŭ ĬĻƷǞĻĻƓ ağƦƌĻǞƚƚķ /ƚƌƌźƭźƚƓ ğƷ ƷŷĻ bƚƩƷŷ ĻƓķ ğƓķ aĭ /ğƩƩƚƓ͸ƭ tǒĬ Ʒƚ ƷŷĻ {ƚǒƷŷ ĻƓķ͵ ŷźƭ Ǟźƌƌ ƒğƉĻ ƚǒƩ ĬǒźƌķźƓŭ ğƌƚƓŭ wźĭĻ {Ʒ͵ ƌƚƚƉ ƒƚƩĻ ǒƓźŅƚƩƒĻķ ğƓķ ğĻƭƷŷĻƷźĭğƌƌǤ ƦƌĻğƭźƓŭ ǞźƷŷ ƚǒƩ ƌğƓķƭĭğƦĻ ğƓķ ƭźŭƓğŭĻ͵ 9ƓĭƌƚƭĻķ źƭ ƷŷĻ ƌźƭƷ ƚŅ ƩĻğƭƚƓƭ ŅƚƩ ƓƚƷ ğķķźƓŭ ğķķźƷźƚƓğƌ ƷƩĻĻƭ ğƌƚƓŭ wźĭĻ {Ʒ͵ ƚƓ ƷŷĻ ĬƚǒƌĻǝğƩķʹ ЊΜƩĻĻƭ Ǟźƌƌ ĭƚǝĻƩ ǒƦ ƷŷĻ ƭŷƚǞƩƚƚƒ ķźƭƦƌğǤ ǞźƓķƚǞƭ͵ ЋΜƩĻĻƭ Ǟźƌƌ ĭƚǝĻƩ ǒƦ ƷŷĻ ƭźŭƓğŭĻ͵ ЌΜƩĻĻƭ Ǟźƌƌ źƒƦĻķĻ ƷŷĻ ǝźĻǞ ƚŅ wźĭĻ {Ʒ͵ ǞŷĻƓ ĭǒƭƷƚƒĻƩƭ ğƩĻ ƦǒƌƌźƓŭ źƓ ğƓķ ƚǒƷ ƚŅ ƚǒƩ ƦğƩƉźƓŭ ƌƚƷ ǞźƷŷ ƷŷĻźƩ ĬƚğƷƭ ğƓķΉƚƩ ƷƩğźƌĻƩƭ ƒğƉźƓŭ źƷ ǒƓƭğŅĻ͵ ŷğƓƉ —ƚǒͲ DƌĻƓƓ YƌƚƭƉźƓ .ƚğƷĻƩƭ hǒƷƌĻƷ Attachment 2 City HallsSchoolsHospitalsFire StationsPolice StationsRecreational CentersParcel PointsParcel BoundariesAirports Enter Map Description LegendNotes accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION is for reference only. Data layers that appear on this map may or may not be This map is a user generated static output from an Internet mapping site and Feet 2000 Rice Street 400.0 200.00 0 400.0 NAD_1983_HARN_Adj_MN_Ramsey_Feet© Ramsey County Enterprise GIS Division Attachment 3 C 2016 Larson Engineering, Inc. All rights reserved. MAPLEWOOD, MN 55113 www.larsonengr.comwww.larsonengr.com 2000 RICE STREET 651.481.9120 (f) 651.481.9201651.481.9120 (f) 651.481.9201 Description White Bear Lake, MN 55110White Bear Lake, MN 55110 Site Revisions City Comments SITE DESIGN Landscape Plan Owner Revisions Parking Lot Grading 3524 Labore Road3524 Labore Road NJNMJW 1216612611.16.16 BOATERS OUTLET 08.14.1702.03.1702.21.1703.01.1703.30.17 11.16.1641885 PAVING PLAN C2.0 707.12.17CRWD Permit83456 Project Title: Rev.Date Date: Reg. No.: specifications or report was preparedand that I am a duly licensedof the state of Minnesota.Matt Woodruff, P.E. I hereby certify that this plan,by me or under my direct supervisionProfessional Engineer under the lawsProject #:Drawn By:Checked By:Issue Date:Sheet Title: NOT FOR CONSTRUCTION 08.22.2017 40 NORTH 1020 d e t 0 a SEE DETAIL 1/C5.0SEE DETAIL 2/C5.1SEE DETAIL 2/C5.0VARIES SEE PLAN, SEE OWNERSEE DETAIL 10/C5.0 NEW 3" BITUMINOUS PAVEMENT OVERNEW 8" BASE AGGREGATENEW 2.5" BITUMINOUS PAVEMENT OVERNEW 6" BASE AGGREGATEMATCH EXISTINGNEW 6" CONCRETE PAVEMENT OVERNEW 6" BASE AGGREGATENEW 6" GRAVEL SURFACINGNEW VINYL FENCE, HEIGHTFOR SPECIFICATIONSNEW 10' CHAIN LINK FENCE 6 e 1 n i l0 e2 . D t c s a O , d y SYMBOL LEGEND n a a r l t p e o B W f y l l o e e 10' CHAIN LINK FENCE K g ' 0 dy 0 1 EB 10' CHAIN LINK FENCE 15' 7' 2 50' 7' 2 50' 7' 2 ' 5 4 1 ' 5 2 1 (GRASS) BOAT STORAGE ' 0 0 1 (GRASS) (GRASS) (GRASS) BOAT STORAGE BOAT STORAGE BOAT STORAGE 10' CHAIN LINK FENCE ' 5 2 ' 1 ' 3 5 2 89' ' 9 R 60' 5' 4 10' CHAIN LINK FENCE ' 1 5 . 5 8 '27' 9 0 1 2 (GRASS) (GRASS) BOAT STORAGE BOAT STORAGE 3' 7' 5 ' 5 ' 5 . 2' R8 7' VINYL FENCE, SEE OWNER FOR SPECIFICATIONS 7 1 FFE = 890.50 16' ' 1 PROPOSED BUILDING 1 ' 5 7' VINYL FENCE, SEE OWNER FOR SPECIFICATIONS ' 9 4' 3 ' 9 ' SEE STRUCTURAL 0 1 9' ' ' 0 ''2R 4 1 8 1 4 ' 8 8 9' N O TYP ' P ' 3 A 2 8 R . K 1 I 1 N G 1 ' ' 5 3 . 3 2 . 1 3 9 ' 9'3 15' 3 . TYP 9 ' 3 3 . 5 9 ' 8 ' 13 3 SEE DETAIL 3/C5.1' CURB CUT WITHRAIN GUARDIAN .2 5 9 3 3 3 ' 5 1 3 30' 30' 2 2 3 2 3 2 ' ' 5 5 ' ' 1 1 5 5 RR 1 1 RR eciR ertS te P:\\Projects\\Projects - 2016\\12166126 - Boaters Outlet Site Design\\C. Design\\Drawing Files\\12166126 - C2.0.dwg Attachment 4 C 2016 Larson Engineering, Inc. All rights reserved. MAPLEWOOD, MN 55113 www.larsonengr.comwww.larsonengr.com 2000 RICE STREET 651.481.9120 (f) 651.481.9201651.481.9120 (f) 651.481.9201 Description White Bear Lake, MN 55110White Bear Lake, MN 55110 Site Revisions SITE DESIGN City Comments Landscape Plan Owner Revisions Parking Lot Grading 3524 Labore Road3524 Labore Road 12166126NJNMJW11.16.16 PLAN BOATERS OUTLET 08.14.1702.03.1702.21.1703.01.1703.30.17 11.16.1641885 GRADING AND C3.0 707.12.17CRWD Permit83456 Project Title: Rev.Date EROSION CONTROL Matt Woodruff, P.E.Date: Reg. No.: I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.Checked By:Sheet Title: Project #:Drawn By:Issue Date: NOT FOR CONSTRUCTION 08.22.2017 40 NORTH 1020 0 GRADE BREAK LINEGRADE SLOPESILT FENCE EXISTING CONTOURSPROPOSED CONTOURS - MAJOR INTERVALPROPOSED CONTOURS - MINOR INTERVALRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATIONSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEEO - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIED 950.00 TC 949.50 GL OVER EXCAVATE IN BOTTOM OF INFILTRATION BASINS UNTILNATIVE GRANULAR MATERIAL IS ENCOUNTERED. SEEBORINGS. BACKFILL WITH FINE FILTER AGGREGATE (MNDOT3149 J.2) OR APPROVED ONSITE MATERIAL. 9509509492.0% , d y n a a r l 5 t drip line shall be in place prior to beginning any grading or demolitionwork at the site.vary significantly, notify the Engineer for further instructions.All construction shall be performed in accordance with state and localstandard specifications for construction.exceed 2.0% in any direction.place until the final completion of the project or vegetation has beenestablished (whichever is later).of dry weather and completed before a rainfall event. Placement ofengineered soils shall be on dry native soil only.a toothed bucked.depth of 18 inches prior to placing engineered soil.dips or swales.before and during installation.until all construction activity has ceased and tributary surfaces arecleaned of sediment. Restore all disturbed areas with 4” of good quality topsoil and seed.Pavement grades within ADA parking stalls and access aisles shall not p e o 5 LEGEND GRADING NOTES 2.Allelevations with an asterisk (*) shall be field verified. If elevations3.Grades shown in paved areas represent finish elevation.4.5.6.EROSION CONTROL NOTESINFILTRATIONBASIN CONSTRUCTION NOTES 2.Installation of infiltration/filtration practices shall be done during periods3.Excavation of infiltration areas shall be completed using a backhoe with4.Native soils in infiltration areas shall be de-compacted to a minimum5.The bottom excavation surface of infiltration areas shall be level without6.Engineered soil shall remain uncontaminated (not mixed with other soil)7.During construction, stormwater must be routed around infiltration areas8.Basins may need to be re-seeded to achieve sufficient plant density. 1.Tree protection consisting of snow fence or safety fence installed at the1.See Erosion Control Notes on Sheet C5.0.1.Infiltration perimeter control and erosion control practices shall remain in B W f y l l o e e K 5 g 88 1 dy EB 885.27 OF 9 5 8 8 BASIN-3100-yr HWL: 885.51BOT: 883.50MEDIA BOT: 881.00 9 0 5 . 3 8 8 4 8 8 5 8 8 6 8 8 7 8 8 8 8 8 9 8 98 8 8 9 10 2 3 4 9 9 9 9 9 88 8 8 8 % 0 0 . 1 889.40 90 89 88 889.32 TC889.02 GL % 0 0 . 1 0 890.12 TC889.62 GL 889.68 TC889.38 GL 9 8 890.04 TC889.54 GL 890.29 TC889.79 GL FFE = 890.50 PROPOSED BUILDING 890.02 TC889.52 GL 895 97 88 889.62 TC/GL890.29 TC889.79 GL 88 08 % 0 4 . 1 98 88 % 0 892.64 TC892.34 GL 0 . 1 889.35 TC889.05 GL 892.98 TC892.48 GL 9 1 2 9 9 0 8 8 4 9 98 8 5 887.75 OF 6 887.80 3 7 88 9892.73 TC892.23 GL 8 886 892.93 TC892.43 GL 92 8 0 9 48 9 8 895.13 TC894.63 GL 9 5 893.47 TC892.97 GL 889.76 TC 889.26 GL BASIN-1 1 9 8 BOT: 886.00 3 TYP 7 100-yr HWL: 888.26 890.22 TC/GL 891.67 TC/GL 894.79 TC/GL891.79 TC/GL 893.16 TC/GL 890.07 TC/GL eciR 890.00* TC/GL eertS t 891.69* TC/GL 893.00* TC/GL 894.63* TC/GL P:\\Projects\\Projects - 2016\\12166126 - Boaters Outlet Site Design\\C. Design\\Drawing Files\\12166126 - C3.0.dwg G CONSTRUCTION Y TO NOT BE USED Attachment 5 C 2016 Larson Engineering, Inc. All rights reserved. MAPLEWOOD, MN 55113 www.larsonengr.comwww.larsonengr.com 2000 RICE STREET 651.481.9120 (f) 651.481.9201651.481.9120 (f) 651.481.9201 Description White Bear Lake, MN 55110White Bear Lake, MN 55110 Site Revisions City Comments SITE DESIGN Landscape Plan Owner Revisions Parking Lot Grading 3524 Labore Road3524 Labore Road NJNMJW 1216612611.16.16 BOATERS OUTLET 08.14.1702.03.1702.21.1703.01.1703.30.17 11.16.1641885 UTILITY PLAN C4.0 707.12.17CRWD Permit83456 Project Title: Rev.Date Date: Reg. No.: specifications or report was preparedand that I am a duly licensedof the state of Minnesota.Matt Woodruff, P.E. I hereby certify that this plan,by me or under my direct supervisionProfessional Engineer under the lawsProject #:Drawn By:Checked By:Issue Date:Sheet Title: NOT FOR CONSTRUCTION 08.22.2017 40 NORTH 1020 TELEPHONE UNDERGROUND LINEWATERMAIN PIPE CABLE UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINENATURAL GAS UNDERGROUND LINESANITARY SEWER PIPESTORM SEWER PIPEDRAINTILE PIPE 0 FILTRATION BASINSEE DETAIL 6/C5.1 1 n i l0 e2 . D t c s a O , d y n a a r l These connections include but are not limited to water, sanitary sewer,the City.t Where 7 ½' of cover is not provided over sanitary sewer and water lines, necessary utility connections and relocations from existing utilitylocations to the proposed building, as well as to all onsite amenities.cable TV, telephone, gas, electric, site lighting, etc.local standard specifications for construction. Utility connections(sanitary sewer, watermain, and storm sewer) may require a permit fromexisting utilities prior to any demolition or excavation.utility companies 72 hours prior to construction. All necessaryprecautions shall be made to avoid damage to existing utilities.code 4714.1109 where located within 10 feet of waterlines or thebuilding.meet ASTM D3212 joint pressure test. Installation shall meet ASTMC2321.Maintain a minimum of 7 ½' of cover over all water lines and sanitarysewer lines. Install water lines 18” above sanitary sewers, where thesanitary sewer crosses over the water line, install sewer piping ofmaterials equal to watermain standards for 9 feet on both sides andmaintain 18” of separation.install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi.Insulation shall be 8' wide, centered over pipe with 6” sand cushionbetween pipe and insulation. Where depth is less than 5', use 4” ofinsulation.otherwise.and local requirements.PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. fordepths of 26' or more. p e o UTILITY NOTES 4.The contractor shall notify all appropriate engineering departments and 1.It is the responsibility of the contractor to perform or coordinate all2.All service connections shall be performed in accordance with state and3.The contractor shall verify the elevations at proposed connections to5.Storm sewer requires testing in accordance with Minnesota plumbing6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.9.10.All watermain piping shall be class 52 ductile iron pipe unless noted11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', B W f y l l o e e K g 7 dy EB STORM MANHOLECATCH BASINCURB INLETSANITARY MANHOLEGATE VALVE & BOXWATER SHUTOFFLIGHT POLE FLARED ENDHYDRANT LEGEND 7 4 7 7 40 LF 4" PVC SCH. 40 @ 2.00% INV: 880.50 4 FFE = 890.50 COORDINATE W/ MECH 7 PROPOSED BUILDING 7 RAIN GUARDIAN eciR eertS t P:\\Projects\\Projects - 2016\\12166126 - Boaters Outlet Site Design\\C. Design\\Drawing Files\\12166126 - C4.0.dwg Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment 6 Landscape Plan Attachment Lighting Plan Attachment Submitted by Luma Sales Associates, Inc. on Mar 3, 2017Carianne Maki Proj: Boaters Outlet - LS952-2510-3-030222017 Type:AA XALM FT LED HO 40 UE BRZ IL / 4SQB3 S07G 22 S BRZ / 122559BRZ / 122609AB LED AREA LIGHTS - LSI MIRADA (XALM) US & Int'l. patents pending DISTRIBUTION/PERFORMANCE - Proprietary silicone refractor optics provide exceptional coverage and uniformity in Types 2, 3, 5W and FT. Internal Louver (IL) option available for improved back-light control without sacrificing street side performance. ENERGY SAVING CONTROL OPTIONS - DIM - 0-10 volt dimming enabled with controls by others. Available with integrated LSI Controls wireless modules. OCCUPANCY SENSING (IMS) Optional integral passive infrared motion and daylight sensor activates switching of luminaire light levels. High level light is activated and increased to full bright upon detection of motion. Low light level (30% maximum drive current) is activated when target zone is absent of motion activity for ~2 minutes. Sensor is located on the center of the access cover and has a detection cone of approximately 45°. LEDS - Select high-brightness LEDs in 5000K, 4000K, and 3000K color temperature, 70 CRI. HOUSING - Rugged die-cast aluminum housing contains factory prewired driver and optical unit. Cast aluminum wiring access door located underneath. Fixture sealed to IP65. DOE LIGHTING FACTS MOUNTING - Tapered rear design allows fixtures to be mounted in 90° and 120° Department of Energy has verified representative product test configurations without the need for extension arms. Use with 3Ž reduced drilling pattern. data and results in accordance with its Lighting Facts Program. Wall mount brackets are available for direct mounting to wall. Visit www.lightingfacts.com for specific catalog strings. ELECTRICAL - Two-stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal LIGHT OUTPUT - XALM voltage power supply 120-277 VAC (50/60Hz input), and 347-480 VAC. Optional PCR and Lumens (Nominal)Watts Type 2, Type 5W, Type 3 and Type FT (Nominal) photocells (PC) are available in 120, 208, 240, 277, 347 and 480 volt (supply voltage must SS 17100154 be specified). HO 25300242 DRIVER - Available in SS (Super Saver), HO (High Output) and VHO (Very High Output) VHO 31700315 drive currents. Components are fully encased in potting material for moisture resistance. SS 18300154 Driver complies with FCC standards. Driver and key electronic components can easily be HOHO 2800028000242242 accessed. VHO 33000315 OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F) SS 18500154 ® FINISH - Fixtures are finished with LSIs DuraGrip polyester powder coat finishing process. HO 29300242 The DuraGrip finish withstands extreme weather changes without cracking or peeling. VHO 35300315 Other standard LSI finishes available. Consult factory. LED Chips are frequently updated therefore values may increase. WARRANTY - LSI LED fixtures carry a limited 5-year warranty. PHOTOMETRICS - Please visit our web site at www.lsi-industries.com for detailed photometric data. SHIPPING WEIGHT (in carton) - One fixture: 30 lbs. (13.6 kg). LISTING - UL listed to U.S. and international safety standards. Suitable for wet locations. For a list of the specific products in this series that are DLC listed, please consult the LED Lighting section of our website or the Design Lights website at www.designlights.org. This product, or selected versions of this product, meet the standards listed below. Please consult factory for your specific requirements. ARRA IP65 Fundin g Co m p lian t wet location Fixtures comply with ANSI C136.31-2010 American National Standard for Roadway Lighting Equipment - Luminaire Vibration 1.5G requirements. Project Name Fixture Type © 2016 Catalog # LSI INDUSTRIES INC. Lighting Plan Attachment Submitted by Luma Sales Associates, Inc. on Mar 3, 2017Carianne Maki Proj: Boaters Outlet - LS952-2510-3-030222017 Type:AA XALM FT LED HO 40 UE BRZ IL / 4SQB3 S07G 22 S BRZ / 122559BRZ / 122609AB Lighting Plan Attachment Submitted by Luma Sales Associates, Inc. on Mar 3, 2017Carianne Maki Proj: Boaters Outlet - LS952-2510-3-030222017 Type:F AFB50U641KSBSS PROJECT NAME:_____________________________CATALOG NUMBER:__________________________ NOTES:______________________________________FIXTURE SCHEDULE:_________________________ Page: 1 of 2 PRODUCT DESCRIPTION: LED ARCHITECTURAL FLOOD AF SERIES applications include general area lighting, facade, landscape as FEATURES: ‘ 5,660 to 13,940 lumens ‘7.) LPW ‘ /0.+055T Slgtcpq_j Tmjr_ec Bpgtcp 100K HOURS ‘ ‘GN43+p_rcb CA O T L I TO EN W ‘ CRI: >70 AFB50U641KSBSS S AFC80U641KLBSS E U L I TB‘ CCT: 4000K (nominal) A ‘ /..*... fmsp jgdc &J5.' ‘ /. i? qspec npmrcargml mnrgml_j ‘ CONSTRUCTIONS: ‘ ‘GN43 rated ‘ ‘ ‘ Rckncpcb dpmlr ej_qq ‘ ‘ AFD110U641KLBSSAFD150U341KLBSS ‘ ANSI C62.41.2 ‘ Mncp_rgle Rckncp_rspc P_lec9 +00¬D rm /.2¬D (-30ºC to 40ºC) MODEL SELECTION (Full list of order codes on pg. 2)Typical order example: AFD110U641KLBSS AFB50U641 KSBSS SIZE, NOMINAL POWER VOLTAGE AND FAMILYCCTMOUNTINGCOLOROPTIONS (EQUIVALENCY)DISTRIBUTION AF=AF=LED LED B50=B50=B Size, 50W (175W B Size, 50W (175W U6=U6=120-277V std and 120-277V std and 41=41=4100K4100K KS=KS=Ilsaijc Qk_jj &/-0” rfpc_bcb _pk'Knuckle Small (1/0” rfpc_bcb _pk)B=B=Bronze,std Bronze,std SS=SS=10kA Surge 10kA Surge Architectural ArchitecturalMH)MH)NEMA 6Hx6NEMA 6Hx6 TT SuppressorSuppressor FloodFlood AFC80U641 KLBSS SIZE, NOMINAL POWER VOLTAGE AND FAMILYCCTMOUNTINGCOLOROPTIONS (EQUIVALENCY)DISTRIBUTION LED C Size, 80W (250W 120-277V std and 4100KBronze, std 10kA Surge AF=C80=U6=41=KL=B=SS= Architectural MH)NEMA 6Hx6 T Suppressor Flood AF41 KLBSS SIZE, NOMINAL POWER VOLTAGE AND FAMILYCCTMOUNTINGCOLOROPTIONS (EQUIVALENCY)DISTRIBUTION LED D Size, 110W (400W 120-277V, std and 4100KBronze, std 10kA Surge AF=D110=U6=41=KL=B=SS= Architectural MH)NEMA 6Hx6 T Suppressor Flood D150=D Size, 150W (400W U3=/0.+055T std and MHNEMA 3Hx3V MAX15095 Revised: 12-27-16 Phone: 1-800-555-5629 | Fax: 973-244-7333 | Web: www.maxlite.com | E-mail: info@maxlite.com Lighting Plan Attachment Submitted by Luma Sales Associates, Inc. on Mar 3, 2017Carianne Maki Proj: Boaters Outlet - LS952-2510-3-030222017 Type:WP1 WP-WMP30UT2-50B PROJECT NAME:_____________________________CATALOG NUMBER:__________________________ NOTES:______________________________________FIXTURE SCHEDULE:_________________________ Page: 1 of 4 FEATURES: LED WALLMAX ‘ Pcnj_acq sn rm 2..U KF cosgt_jclr PRECISION WALL PACK ‘ Sn rm /..*... fmsp J5. jgdcrgkc* RK+0/ qr_lb_pbq > 03¾A WP-WMP SERIES ‘ Fc_tw+bsrw bgc+a_qr _jskglsk nmjwcqrcp fmsqgle C OA LT I TO EN W ‘ Nmubcp am_rcb rm `c psqr _lb amppmqgml npmmd S E U L I TB‘ Fgef+os_jgrw qf_rrcp+pcqgqr_lr ej_qq A TIO ON M ‘ ‘ .+/.T bgkkgle bpgtcp qr_lb_pb S R E NO S ‘ Ckcpeclaw `_aisn mnrgml _t_gj_`jc ‘ Ksjrgnjc amlbsgrq dmp c_qw ugpgle ‘ ?pafgrcarsp_j bcqgel ugrf _lejcb uglbmu dmp kmrgml qclqmp 100K HOURS and photocontrol placement ‘ JK+57-JK+6. b_r_ _t_gj_`jc ‘ 3+wc_p Jgkgrcb U_pp_lrw CONTROLS: 120-277VAC Photocontrol: Universal voltage photocontrol Motion/Daylight Sensor: 1-10V microwave-based motion sensor with integral photocontrol, allowing for three output PRODUCT DESCRIPTION: A stunning blend of architectural design and performance, the Precision DIMENSIONS: PHOTMETRICS: Providing 77 percent in energy savings alone, the Precision Wall Pack may MODEL SELECTION (Typical order example: WP-WMP30UT2-50B WP-WMPT2-50B NOMINAL WATTAGE, FAMILYDISTRIBUTION-CCTFINISHOPTIONS VOLTAGE EQUIVALENCY 30W, 175W MH 30W, 175W MH5000K5000KNone WP-WMP=WP-WMP=30=30=U=U=T2=T2=-50=50=B=B=(Omit)= PrecisionPrecisionequivalenteqquivalent H=HH=H 347-480V347480V347480V347480V MS2= 120-277V Photocontrol 60=PC= equivalent EM=Battery Backup 90W, 400W MH 90= equivalent MAX16079 Phone: 1-800-555-5629 | Fax: 973-244-7333 | Web: www.maxlite.com | E-mail: info@maxlite.com Revised: 12-13-16 Lighting Plan Attachment 8 Elevations Attachment 8 Elevations Attachment 8 Elevations Attachment 8 Elevations Tory Williams 2017 aƚƩƷƚƓ.ǒźƌķźƓŭƭ͵ĭƚƒ Attachment 8 Elevations Tory Williams 2017 aƚƩƷƚƓ.ǒźƌķźƓŭƭ͵ĭƚƒ Attachment 8 Elevations Tory Williams 2017 aƚƩƷƚƓ.ǒźƌķźƓŭƭ͵ĭƚƒ Attachment 9 Environmental Review Project: Boaters Outlet Dateof Plans:September 4, 2017 LandscapePlan July 12, 2017 Tree Plan Date of Review: September 12, 2017 Location:2000 Rice Street Reviewer: Shann Finwall, Environmental Planner (651)249-2304; shann.finwall@maplewoodmn.gov Virginia Gaynor, Natural Resources Coordinator (651)249-2416; virginia.gaynor@maplewoodmn.gov Background The owners of Boaters Outlet are proposing to build a new retail boat sales building and boat storage facility on the 2.4 acre vacant lot located at 2000 Rice Street. There is a Manage A wetland located on the vacant lot to the east, significant trees located on the lot, and infiltration/filtration basins proposed as part of the stormwater management. The project must comply with the City’s wetland ordinance, tree preservation ordinance, and infiltration/filtration basin planting standards. Discussion 1.Wetlands: The wetland ordinance requires a 100-foot average buffer for Manage A wetlands.No building, grading, or stormwater structures can be located within the buffer. Wetland Impacts:A wetland delineation report was prepared for the Manage A wetland in October 2016. The wetland delineation was approved by the Capital Region Watershed District and the City of Maplewood. Based on the delineation, the 100-foot wetland buffer encroaches onto the northeast corner of the lot as shown on the civil plans. Within the buffer there is a slope downward, to the wetland. There will be no impacts to the wetland buffer with the development of the property. Wetland Recommendations: a)Wetland Buffer Signs:Prior to grading, the applicant shall install City approved signs at the edge of the approved wetland buffer that specify that no building, mowing, cutting, grading, filling or dumping be allowed within the buffer. The signs must be placed every 100-feet along the edge of the buffer at a minimum. The sign locations must be verified with a survey to ensure proper placement. Attachment 9 2.Trees:Maplewood’s tree preservation ordinance describes a significant tree as a hardwood tree with a minimum of 6 inches in diameter, an evergreen tree with a minimum of8 inches in diameter, and a softwood tree with a minimum of 12 inches in diameter. A specimen tree is defined as a healthy tree of any species which is 28 inches in diameter or greater. The ordinance requires any significant tree removed to be replaced based on a tree mitigation calculation. Tree Impacts:There are 28 significant trees on site, totaling 450 diameter inches. The applicant is removing 13 significant trees, totaling 230 diameter inches. Based on the number and size of trees removed, versus the number and size of trees preserved, the City’s tree replacement calculation does not require tree replacement as part of the tree preservation ordinance. Tree Preservation Recommendations: a)Tree Protection Plan:Prior to grading, the applicant will submit a tree protection plan showing how the preserved trees will be protected. 3.InfiltrationBasins:There are two infiltration basins, one in front of the building and one in the storage lot behind the building. The basins will be planted with grasses, Red Twig Dogwoods,and Daylilys. InfiltrationBasin Recommendations: The applicant must submit a revised landscape drawing for each basin showing plantings to include: a)A list of species, container size, spacing, and quantities. b)A minimum of 5,000 square feet ofthe bottom of the basins must be planted with native plants instead of being seeded. Plants may be shrubs, grasses, and/or perennials. The City recommends shrubs (#2 or #3 containers) for ease of establishment. c)Details on seeding. The City recommends using a no-mow fescue mix rather than a native prairie mix. Attachment 10 Engineering Plan Review PROJECT: Resubmittal - Boater’s Outlet – 2000 Rice Street PROJECT NO: 17-07 COMMENTS BY: Jon Jarosch, P.E. – Staff Engineer DATE: 9-12-2017 PLAN SET: Engineering plans dated 8-14-2017 REPORTS: Storm Water Management Report – Dated 8-22-2017 The applicant has revised the previously approved site plan for anew retail boat sales building and storage facility at 2000 Rice Street. The applicant is requesting a review of the revised design. As the amount of disturbance on this site is greater than 0.5 acre, the applicantis requiredto meet the City’s stormwater quality, rate control, and other stormwater management requirements.The applicants proposed design meets the City’s requirements via the use of an infiltration basin, an underground infiltration chamber, anda filtration basin. This review does not constitute a final review of the plans, as the applicant will need to submit construction documents for final review.Thefollowing are engineeringreview comments on the design and act as conditions prior to issuing permits. Drainage and Stormwater Management 1)The applicant shall meet all requirements of the Capitol Region Watershed District.The revised plans and calculations shall be submitted to CRWD for review. 2)An emergency overland overflow for Basin 1 is shown to discharge onto the neighboring property to the south. Grading in this area shall be revised to ensure that runoff does not flow south onto the neighboring property. 3)Adequate scour protection/energy dissipation shall be installed at the draintile outlet location near the southeast corner of the property. 4)In order to prevent compaction of the filtration basins (which is necessary to maintain the hydraulic conductivity of the basins), vehicles and boats/trailers shall not enter within the basin footprint. Attachment 10 Grading and Erosion Control 5)All disturbed areasof the bituminous trail along the properties Rice Street frontage shall be replaced with the engineered trail section shown on the plans. Likewise, the entire segment of bituminous trail between the proposed entrance drive shall be replaced. 6)Silt fencingalong the south and east sideof the site shall be heavy-duty mesh backed or double-rowstandard silt fence to protect the neighboring ponding areasand properties. 7)All slopesshall be 3H:1V or flatter. 8)Inlet protection devices shall be installed on allexistingand proposedonsite storm seweruntil all exposed soils onsite are stabilized. This includes storm sewer on adjacent streets that could potentially receive construction related sedimentor debris. 9)Adjacent streetsand parking areasshall be swept as needed to keep the pavement clear of sediment and construction debris. 10)All pedestrian facilities shall be ADA compliant. 11)A copy of the project SWPPP and NDPES Permit shall be submitted prior to the issuance of a grading permit. 12)The total grading volume (cut/fill) shall be noted on the plans. Sanitary Sewer and Water Service 13)The applicant shall be responsible for paying any SAC, WAC, or PAC charges related to the improvements proposed with this project.A SAC determination is required prior to the issuance of permits. 14)The applicant shall meet all requirements of the City of Roseville as it pertains to the water service connection. Ramsey County Requirements 15)The following comments were provided byErin Laberee, Ramsey County Traffic Engineerand shall be addressed prior to permit issuance. a.The applicant shall provide information (such as turning movement diagrams) justifying the need for two drive entrances onto Rice Street. b.A Ramsey County Right-of-Way permit is required for any work within the Rice Street right-of-way. Public Works Permits Attachment 10 The following permits are required by the Maplewood Public Works Department for this project. The applicant should verify the need for other City permits with the Building Department. 16)Grading and erosion control permit 17)Sanitary Sewer Service Permit 18)Storm Sewer Permit -END COMMENTS - MEMORANDUM TO:Melinda Coleman, City Manager FROM:Michael Martin, AICP, Economic Development Coordinator DATE:September 13, 2017 SUBJECT:2040 Comprehensive Plan Update Discussion Introduction At the September 19, 2017 planning commission and community design review board meetings, the city’s comprehensive planning consultant –HKGi –will be present to discuss the first draft of the future land use plan map and the draft land use category descriptions. Discussion Throughoutthe lastmonth the city’s comprehensive planning consultantandstaff have been working on creating the attached draftfuture land use plan for review and discussion with the planning commissionand community design review board.These draft maps and documents have been created by implementing the feedback received at the following: Public engagement efforts Commission and steering committee meetings Discussions with city staff Requirements of the Metropolitan Council. Recommendation Review the attachment andprovide feedback and direction on September 19. Attachments 1.HKGI Memo: Maplewood 2040 Comprehensive Plan –Future Land Use Attachment 1 Hoisington Koegler Group Inc. MEMO Date:September 13, 2017 Maplewood Planning Commission To: From: Rita Trapp and Britt Palmberg, Planning Consultants RE: Maplewood 2040 Comprehensive Plan Future Land Use Over the last month the Consultant Team and Staff have been working on creating the attached draft future land use plan for review and discussion with the Planning Commission, Housing and Economic Development Commission (HEDC), and Steering Committee. The future land use plan implements the areas of discussion from last months Planning Commission meeting with new mixed use districts and a proposed land use category name change from IndustrialŽ to EmploymentŽ. The proposed land use category descriptions are attached for your reference and review. Analysis of vacant parcels in the community found that there are limited, but significant, opportunities for new development. As seen in the attached maps, there are 391 gross acres of vacant land across 271 parcels with a few, larger areas where development may occur. It is anticipated, therefore, that much of the growth and development in the community will come from redevelopment and reinvestment. A key directional change to support redevelopment and reinvestment is the addition and expansion of mixed use districts in the community. In addition to supporting reinvestment in small neighborhood nodes, the mixed use districts also seek to meet the requirements of the Metropolitan Council to support investments in transit for the Rush Line and the Gold Line. The three proposed mixed use districts are Mixed Use NeighborhoodŽ, Mixed Use Neighborhood High DensityŽ, and Mixed Use CommunityŽ. The Mixed Use Neighborhood Category is the same as the current Mixed Use Category. This category is applied throughout the community at small neighborhood commercial nodes and strip centers. The Mixed Use Neighborhood High Density Category is similar to the existing mixed use category but incorporates higher residential density ranges to meet Met Council requirements for the Rush Line Corridor. Currently this category is only designated around the proposed Gladstone stop. The Mixed Use Community category is guided in multiple locations throughout the community, including the Rice and Larpenteur area, Maplewood Mall, and the areas to the north of 3M and around the Interstate 94 and Century interchange, to support the Gold Line. This category is intended to have higher densities, as well as more regional or commercial scale retail, offices, and services. NOTGNIHSAW YTNUOC N EVA YRUTNEC SMAR YTNUOC YE EVA ERIALLEB DR THGIN KCMN DR THGINK CM R A EB E T IH W R Y IT R E P S O R P H WLEZA TS DOO TS HSILGNE R D 6 Y A W Y 1 6 Y AWH GIH WKPRELLEKN TS EDACRA 7 REGDE N TS NOT 1 0 2 / 2 1 / 9 0 T F A KCAJ N TS NOS R D 2040 PLANNED LAND USE AVE ARYLAND M 5 ") OAKDALE NWA COY A V E 94 § ¨ ¦ 7 1 0 2 / 2 1 / 9 0 T F A R D D R TON AF PER UP ST. PAUL WOODBURY 2040 PLANNED LAND USE E D AV WOO IGH H City BoundaryHigh Density Residential Transitway Mixed Use - Neighborhood Gold Line Mixed Use - Neighborhood High Density Planned Gold Line Stations Commercial Rush Line Alignment Mixed-Use - Community Rush Line Stations Public/Institutional 494 § ¨ ¦ Half Mile Station Buffer Employment RVER CA MRCCA Utility Future Land Use Open Space Rural/Low Density Residential Park Low Density Residential ROW Medium Density Residential Water 00.250.50.751Miles ° NEWPORT OTGNIHSAW YTNUOC N N EVA YRUTN EC AR YTNUOC YESM EVA ERIALLEB DR THGIN DR THG NKCMINKCM M HGINKC DR T R A EB E TI H W R Y IT R E P S O R P H WLEZA S DOO T T S HSILGNE R D 6 Y A W Y 16 Y AWH GIH WKPRELLEKN TS EDACRA 7 REGDE N TS NOT 1 0 2 / 2 1 / 9 0 T F A KCAJ N TS NOS R D VACANT PARCELS AVE ARYLAND M 5 ") OAKDALE 7 1 0 2 / 2 1 / 9 0 T F A R NWA COY A V D E 94 § ¨ ¦ D R TON AF PER UP ST. PAUL # Vacant of Land UseParcelsGross Acres Rural/Low Density Residential1029 Low Density Residential168121 Medium Density Residential3323 High Density Residential1148 Mixed-Use - Neighborhood993 Mixed-Use - Neighborhood HD42 Commercial1436 WOODBURY Mixed-Use - Community1520 Employment718 Total271391 E D AV WOO IGH H VACANT PARCELS City BoundaryCommercial Vacant ParcelsMixed-Use - Community Future Land Use Public/Institutional 494 § ¨ ¦ Employment Rural/Low Density Residential RVER CA Utility Low Density Residential Open Space Medium Density Residential High Density ResidentialPark ROW Mixed Use - Neighborhood Water Mixed Use - Neighborhood High Density 00.250.50.751Miles ° NEWPORT Maplewood Future Land Use Categories Rural/Low Density Residential (0.5 1.5 units per net acre) The City intends the Rural/Low Density Residential classification to offer a rural residential setting and to help protect the Citys natural resources. Future land uses and development shall maintain and embrace the existing rural character as an essential element of neighborhood planning and design. Rural, not urban, planning and servicing principles will apply to these areas. Maplewood intends the rural-style and low density housing to be a long-term and enduring land use in this area. The City may allow the use of density bonuses if the applicant or property owners show how their proposal meets the Citys highest development standards. This classification is intended to have a mix of sewered and non-sewered developments. If appropriate densities are achieved in new developments, they will be sewered. Otherwise, the Citys sanitary sewer plan (contained within the Comprehensive Plan) will be used to determine when urban services should be extended and where it would be appropriate. For developments that are lower in density and will need to utilize on-site systems the Individual Sewage Treatment System (ISTS) standards must be met and will have to provide for adequate acreage. Low Density Residential (2.6 6.0 units per net acre) Low Density Residential is by far Maplewoods largest residential classification. The City intends for residential densities of 2.6 to 6.0 units per net acre in this land use category. Maplewood intends to continue this classification for the Citys present practice of mixing attached and detached single- family housing types (including traditional single-family detached homes, detached town houses and two-family homes). Medium Density Residential (6.1 10.0 units per net acre) The City intends the Medium Density Residential land use for moderately higher densities ranging from 6.1 to 10.0 units per net acre. Housing types in this land use category would typically include lower density attached housing, manufactured housing and higher density single family detached housing units. Some forms of stacked housing (condominiums and apartments) could be integrated into Medium Density areas, but would need to be surrounded by additional green space. High Density Residential (10.1 25 units per net acre) Maplewood intends the High Density Residential land use for higher housing densities ranging from 10.1 to 25 units per net acre. Housing types in this category would include higher density townhome, condominium and apartment developments in stacked or attached configuration. These housing areas are often located along the freeway and major road corridors and near major shopping and employment areas. Also of importance to the location of High Density Residential is proximity to the parks and open space system, employment, goods and services, and transit. Mixed Use Neighborhood (8 31 units per net acre) The City intends the mixed use - neighborhood classification to be for neighborhood serving (small scale buildings that serve a market at a neighborhood scale) commercial retail or service businesses, offices, and medium- to high-density housing. This district would lean residential, with at least 50 percent of development being residential in nature. Commercial and residential development may be combined vertically in the same building or horizontally on the same or adjacent sites. When uses are mixed within a building, retail, service, offices, and civic uses should be focused on the ground floor, while housing should be focused on the upper floors. Parking may be in structures to maximize land development intensity. Park space should be small and intimate and may occur in the form of plazas. The intensity of mixed use - neighborhood development will vary depending on its location within the City, surrounding uses, and transit service. Mixed Use Neighborhood High Density (25 50 units per net acre) The City intends the mixed use - neighborhood high density classification to be for neighborhood serving (small scale buildings that serve a market at a neighborhood scale) commercial retail or service businesses, offices, and high-density housing. This district would lean residential, with at least 50 percent of development being residential in nature. Commercial and residential development may be combined vertically in the same building or horizontally on the same or adjacent sites. When uses are mixed within a building, retail, service, offices and civic uses should be focused on the ground floor, while housing should be focused on the upper floors. Parking should be in structures to maximize land development intensity. Park space should be small and intimate and may occur in the form of plazas. Higher intensities in mixed use - neighborhood high density development are encouraged to support nearby transit service. Commercial The commercial classification includes a wide variety of commercial land use activities that focus on retail goods, services, offices, restaurants, and entertainment. This classification may also include but is not limited to areas for offices and related uses, car dealerships, and auto repair services. Light industrial uses which accommodate manufacturing, processing, warehousing, and research and development are also allowed. Low-intensity commercial uses, such as clinics, child care facilities, and smaller retail uses that cater to convenience shopping are included as well. This land use classification will work to provide for a transition between high-intensity employment and mixed use centers and residential districts. The City may allow high-intensity uses in this area, subject to performance guidelines. Mixed Use Community (25 50 units per net acre) The City intends the mixed use - community classification to be for community and regional serving commercial retail or service businesses, offices, and high-density housing. This district would lean commercial, with at least 50 percent of development being commercial in nature. Commercial, office, and residential development may be combined vertically in the same building or horizontally on the same or adjacent sites. When uses are mixed within a building, retail, service and civic uses should be focused on the ground floor, while housing and offices should be focused on the upper floors. Parking should be in structures to maximize land development intensity. Park space should be actively programmed, surrounded by active ground floor uses, and may occur in the form of plazas and central greens. The intensity of mixed use - community development will vary depending on its location within the City and surrounding uses, but generally will be more intense in nature. Because frequent and reliable transit service greatly benefits mixed use community centers, its construction and maintenance in and around these centers should be supported. Employment Land use activities within the employment designation place a special emphasis on job retention and creation. The employment classification includes both lower- and higher-intensity manufacturing and industrial areas and major employment centers such as the 3M campus and the St. Johns Hospital campus. Higher-intensity office, clinical, and business uses are supported to provide an integrated and attractive employment center. Industrial uses may include but are not limited to; warehouses, laboratories, wholesale businesses, radio and television stations and other manufacturing and industrial uses. Because frequent and reliable transit service greatly benefits large employment centers, its construction and maintenance in and around these centers should be supported. Park Maplewood intends the parks classification to represent active or passive recreation areas. Some uses are informal recreation areas while others are more formal with groomed fields. Open Space The City intends the open space classification to reflect lands that are either undevelopable or that city intends to not develop. Maplewood wants these areas to be used for passive recreational needs, habitat restoration, or as a preserve. Public/Institutional The Public/Institutional classification includes uses such as public schools, fire stations, libraries, water- system facilities, religious institutions, cemeteries, private schools, and other City-used and owned properties. There is currently no zoning district designated for public/institutional uses. The city requires the approval of a conditional use permit for public/institutional land uses in all zoning districts in Maplewood. Utility The utility classification may include uses such as, but not limited to, electrical substations, telecommunication towers, and natural gas storage.