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HomeMy WebLinkAbout2003-143 Council Resolution• CITY OF LINO LAKES RESOLUTION NO. 03-143 RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A COMMERCIAL DAYCARE FACILITY IN A LIMITED BUSINESS ZONING DISTRICT WHEREAS, the City has received an application for a conditional use permit for a commercial daycare facility; and WHEREAS, the City Council makes the following findings: WHEREAS, a commercial daycare facility is listed in the zoning ordinance as a conditional use in an LB, Limited Busienss zoning district. WHEREAS, a public hearing was held before the Planning & Zoning Board on August 13, 2003; and • WHEREAS, the City Council approved Ordinance 19-03 rezoning the site to Limited Business; and WHEREAS, the City Council approved Resolution 03-142 approving a preliminary plat/PUD development plan that includes the commercial site; and WHEREAS, the proposed project meets the criteria for conditional use permits listed in the zoning ordinance as follows: General CUP Standards: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: Land Use Plan, Transportation Plan, Utility (Sewer and Water) Plans, Local Water Management Plan, Capital Improvement Plan, Policy Plan, Natural Environment Plan. The comprehensive plan's future land use map guides the commercial site for commercial use. The road improvements will accommodate the larger development as well as the 13,000 sf commercial building. Sanitary sewer, water, and stormwater management will meet all requirements. The commercial development is consistent with commercial policies in the comprehensive plan. • b. The proposed development application is compatible with present and future land uses of the area. • • The commercial site fulfills the comprehensive plan's design to have the intersection become a commercial area and is compatible with the commercial development on the north side of Birch St. The commercial building provides commercial services to the existing and newly proposed residential development. c. The proposed development application conforms to performance standards herein and other applicable City Codes. The commercial site complies with zoning requirements. d. Traffic generated by a proposed development application is within the capabilities of the City. The roadways will be improved in such a way that they will accommodate the proposed development and correct an existing undesirable situation. e. The proposed development shall be served with adequate and safe water supply. City water is available to the project.. f. The proposed development shall be served with an adequate and safe sanitary sewer system. City sanitary sewer service is available to the project. g. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The City will not be responsible for any premature capital improvements. h. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. No such uses will occur on the commercial site. i. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The site has been part of a farm for many years. No significant features are on the site. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes hereby approves a conditional use permit for a commercial daycare facility with the following conditions: 1. All requirements of the Minnesota Department of Health and Human Services, as may be amended, shall be satisfactorily met and the structure and operation shall be licensed accordingly. 2. Screening is provided along all shared property lines. The landscaping plan shall have additional screening prior to final platting of the site. 3. Adequate off-street parking is provided in a location separated from any outdoor play area(s), as indicated in the approved plans: parking stalls are on the north side of the building and the play area is on the south side. Resolution 03-143, page 2 • 4. A signage plan for the commercial site shall be prepared. 5. This resolution shall not be in effect until Ordinance 19-03 rezoning the site to Limited Business is in effect, because no commercial uses can be allowed unless the site is properly zoned for such uses. 6. This resolution shall not be in effect until the site has final plat approval because the commercial lot will not be created until the final plat is approved. Passed by the Lino Lakes City Council thi ATTEST: Ann Blair, City;lerk • t I^ day of4 2003. son, Mayor Resolution 03-143, page 3 TKDA • ENGINEERS • ARCHITECTS • PLANNERS • • MEMORANDUM 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com To: Jim Studenski, Lino Lakes Engineer Reference: Bruggeman Properties Development Copies To: Traffic Study Comm. No. 12701-002 From: Jeremy M. Gorden Routing: Date: 8-07-03 This memo is in regards to how the proposed Bruggeman Properties development will affect the adjacent roadways including the planned roadway improvements to the intersection of Hodgson Road and Birch Street. It is my understanding that the proposed Bruggeman Properties development will be located in the southeast quadrant of the Hodgson Road/Birch Street intersection, with Hodgson Road serving as its western boundary, Birch Street serving as its northern boundary, and Ware Road as its eastern boundary. The development will consist of 158 town home units and a single building which will house a daycare center and will also have spaces available for both offices and retail locations. The development will have three access points. Two of the access points will allow all turning movements to occur, one abutting Hodgson Road and the other abutting Ware Road, and the remaining access point will have only right -in, right -out capabilities, located on Birch Street. Having referenced the Institute of Transportation Engineers Trip Generation Handbook for the proposed development land uses, this development will not generator the amount of traffic that will adversely affect the adjacent roadways. Hodgson Road/Birch Street Intersection The planned roadway improvement for the intersection will consist of adding an exclusive right turn lane on northbound Hodgson Road, and adding exclusive left turn lanes on both southbound Hodgson Road and westbound Birch Street. In the worst case situation, the proposed development would add 25 new southbound left turning vehicles and 21 new northbound right -turning vehicles on Hodgson Road during the PM peak hour. Birch Street/Right-In, Right -Out access to development The proposed development would add 54 vehicles turning into the development and add 26 vehicles turning out of the development during the PM peak hour. Hodgson Road/Full Access Point The proposed development would add 21 northbound right turning vehicles turning into the development from Hodgson Road, 35 westbound left turning vehicles, and 28 westbound right turning vehicles turning out of the development during the PM peak hour. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Memo Page 2 8-07-03 Bruggeman Properties • Ware Road/Full Access Point The proposed development would add 25 southbound right turning vehicles entering the development from Ware Road, and 2 eastbound left turning vehicles exiting from the development during the PM peak hour. It is my opinion that the proposed development will add traffic to the adjacent roadways, but the roadways will be able to handle the increase in traffic with little or no problems with the proposed improvements to Hodgson Road and Birch Street. • • TKDA •ENGINEERS • ARCHITECTS - PLANNERS MEMORANDUM 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com To: James Studenski, City Engineer Reference: Birch Street Commercial Site Copies To: (Bruggeman Properties) From: Scott A. Brink, P.E. Date: July 24, 2003 City of Lino Lakes, Minnesota Comm. No. 12701-002 Routing: A preliminary Engineering Review for this site was provided in a Memorandum by Pat Windier of TKDA, dated February 4, 2003. This subsequent review is based upon the following: • Preliminary Plat (P1), Utility Plan (U1), Grading and Erosion Control Plan (G1), all developed by Metro Land Surveying and Engineering, dated June 9, 2003, and revised July 2, 2003. *Overview The proposed Commercial Site project development generally consists of the construction of a combination of multi-family/residential units, and a day care/office/commercial building on over 33 acres of property. The project site is located between CSAH 49 and Ware Road, just south of Birch Street. The property is generally flat and undulating with combinations of pasture, woodland areas and wetlands, and is undeveloped. The Preliminary Plat divides the proposed development into three (3) phases. Phase I would consist of the day care and commercial construction on the northwest comer of the site, and several townhome units on the south end of the property. Phase I would include all proposed driveway access points, including Birch Street (CSAH 10), Hodgson Road (CSAH 49), and Ware Road. Phase II and Phase III would essentially complete the remaining townhome units on the remainder of the property. General Comments 1. On all plans provided, the streets shown must be provided names/identifications. Some detailed review comments are difficult at this time, as specific locations are somewhat difficult to reference clearly. It is presumed that the proposed streets will be owned and operated by the City of Lino Lakes. 2. Minimum building setback requirements should be confirmed. 3. The proposed development provides for connections to CSAH 49 and CSAH 10, and will therefore require further review, input and approval by Anoka County. Any work within the right-of-way of these roadways will require a permit from Anoka County. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Birch Street Commercial Review Page 2 July 24, 2003 City of Lino Lakes, Minnesota • • • An initial review of the Preliminary Plat was conducted by the Anoka County Highway Department in a letter dated November 20, 2002, (Jane Pemble, Traffic Engineer). The following key points were made in their initial review: • As a result of pending improvements to the intersection of CSAH 49 and CSAR 10, additional right-of-way will be needed by the County along the west and north sides of the proposed development. However, because an actual design had not yet been developed, the extent of right-of-way needed at the time was not known. In addition, trail easements along the County roadways may be required as well. • An EB right turn lane from CSAH 10 into the site is required. Also, the letter discussed - various intersection and turn lane improvements needed at CSAH 10/Ware Road, CSAH 10/CSAH 49, and CSAH 49/Arrowhead. • Intersection sight distance requirements must be maintained in accordance with County requirements. In particular, the Landscaping Plan must allow for proper sight visibilities. The above design issues are currently being reviewed and finalized further by the City of Lino Lakes and Anoka County. Specific designs, scheduling, and cost participations are being jointly discussed and resolved by the City and County. The Developer's Plans will ultimately need to be adjusted accordingly upon final resolution. 4. A detail sheet must be provided showing all applicable City of Lino Lakes standard details and standard plates. This would include water, sanitary sewer, erosion control, roadway, storm sewer, and outlet structure details. 5. As part of the construction, existing structures and facilities shall be removed in accordance with City requirements, including removal of all underground facilities (foundations, septic systems, etc.), and replaced with suitable fill material. Any existing wells shall also be capped in accordance with State of Minnesota requirements. 6. All construction activity shall be performed in accordance with the recommendations provided in the Geotechnical Report (Braun Intertec, July 18, 2002). Generally, the existing soils are fine grained and moisture sensitive, and may be of poor strength or difficult to compact if they become wet during construction. Therefore, some areas (particularly for street construction) may require additional subcutting and replacement with more suitable compactable fill. Recommendations for utility installation (including dewatering) should also be adhered to. In addition, groundwater levels may have an effect upon the holding capacity of the stormwater detention ponds, and should be considered accordingly. Birch Street Commercial Review Page 3 July 24, 2003 City of Lino Lakes; Minnesota • Preliminary Plat • • Standard drainage and utility easements (5- and 10 -foot widths) shall be provided along all property lines. Drainage and wetland easements shall also be provided to cover all wetland and ponding areas as proposed. All easements shall be platted (shown on the preliminary and final plats). Grading, Drainage, and Erosion Control Plan and Drainage Calculations 1. The proposed Plans will require the review and approval of the Rice Creek Watershed District (RCWD), and the Developer shall submit a permit application accordingly. A copy of the permit application (including a wetland delineation report and drainage calculations) must be provided to the City of Lino Lakes. Drainage calculations were provided in January 2003. However, revised drainage calculations with drainage maps must be provided. 2. According to the City's Comprehensive Drainage Plan, the site area falls into two sub -watershed areas, Rice Lake SW and Baldwin Lake East. The proposed ponding and discharge locations as shown on the Grading Plan generally appear to be in conformance with the Comprehensive Plan, with the exception of Pond B on the northwest part of the site. Pond B is shown discharging north across Birch Street (to Rice Lake) whereas the Plan suggests that it should discharge west (across Hodgson Road) to Baldwin Lake. This issue should also be addressed with the Rice Creek Watershed District as part of their review. If stormwater drainage is intended to be carried north across Birch Street, accommodations for the drainage between Birch Street and Rice Lake must be reviewed further. 3. The Grading Plan (Sheet Gl) must provide additional information prior to construction. Construction notes, typical of grading plans must be provided. These notes would include a legend, provisions for erosion and sedimentation control, provisions for private utilities, references to traffic control and safety requirements (MUTCD), provisions for sweeping and dust control, working hours, and other pertinent information required for construction purposes. Some additional grading and drainage related comments for use in revising the Plans are as follows: • Any imported topsoil, fill material, or granular materials to be used as roadway or building pad fill must be approved by the City Engineer (material and source). • Any notes regarding clearing of trees should be revised to include language stating that clearing and grubbing shall be performed in accordance with the requirements of Mn/DOT 2101. • Notes regarding seeding, mulching and turf establishment should refer to the appropriate Mn/DOT Specification for turf establishment (2575) and for the seed mixture specified (3876), or City of Lino Lakes seed specifications as appropriate. Birch Street Commercial Review Page 4 July 24, 2003 City of Lino Lakes, Minnesota • • • All grading shall be confined to the property. No additional runoff from the site shall enter upon neighboring properties. If grading requires any work into the adjoining property, the Contractor shall be responsible for attaining authorization as needed. 4. Proposed storm sewer outlet and inlet invert elevations, and drainage structure rim elevations must be shown on the Grading Plan at all locations. 5. Pond outlet details for each outlet area are needed, and can be provided on a Detail Sheet. This information is also needed to verify the pond information in the HydroCAD model. The City of Lino Lakes prefers reverse grade pond outlets over baffled weirs. Utility Plan The Utility Plan submitted at this time provides a general overall design for the utility system (water, sanitary sewer, and storm sewer). Much of the detailed information required for construction Plans has not yet been provided. However, the following general comments can be made regarding the Utility Plan at this time: 1. Profile sheets, construction notes, service locations, and other pertinent information typical of utility construction Plans shall be provided accordingly. All utility system materials and installation methods shall follow City of Lino Lakes engineering standards, and the requirements of the Standard Utilities Specifications of the City Engineers Association of Minnesota. These requirements must be specified on all Utility Plan sheets, along with additional construction notes that include the following: a legend, provisions for private utilities, references to City of Lino Lakes requirements for utility notifications and shut -downs, traffic control and safety requirements. 2. The proposed Utility Plan provides for work within the right-of-way or street itself for all three surrounding roadways (Birch Street, Hodgson Road, and Ware Road). The Plan must state the following: all work within the County right-of-way, including grading, utility, roadway, and restoration work shall be performed in accordance with the requirements of Anoka County. All bituminous shall be sawcut to full depth, and traffic control must be provided per the requirements of MUTCD and Anoka County. The City Utility and Street Superintendents must be notified at least 48 hours prior to any work. 3. The Developer shall provide permanent easements for all public utilities not located within the public right-of-way. At this time, it appears that sanitary sewer and water extensions from the main serving multiple units need to be covered by easements, including hydrants. 4. All utility installations shall be performed in accordance with the recommendations of the Geotechnical Report (Braun Intertec, July 18, 2002). 5. Information provided on the Plans for individual services shall be provided, including locations and sizes. Birch Street Commercial Review Page 5 July 24, 2003 City of Lino Lakes, Minnesota • 6. All trenches (including services) shall be backfilled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3 -feet. Watermain The following comments, specific to watermain are provided as follows: 1. The site area is surrounded by existing watermain pipe as follows: 16 -inch (Birch Street), 12 -inch (Hodgson Road), and 8 -inch (Ware Road). The proposed Plan provides for the installation of 8 -inch main throughout the site, and connecting to all three of the above existing mains. The proposed Water Distribution Plan for the site is therefore acceptable. All proposed main sizes (8 -inch) and types (D.I.P. CL 52), shall be labeled on the Plan accordingly. Construction activity and restoration of property and roadways shall be performed in accordance with the requirements of Anoka County. 2. Watermain appurtenances must be specified as follows: Hydrants - Waterous Pacer WB -67; Valves - Mueller A2370-20 or equal; Corp Stop - Mueller H-15000; Curb Stop and Curb Box - Mueller 11- • 15154 Mark 2 Oraseal and Mueller H-1300 w/Mpls. Top. DIP pipe shall be Class 52. 3. The Developer shall provide to the City of Lino Lakes a copy of the completed Minnesota Department of Health (MDH) Permit for watermain installation. • 4. All watermain shall be tested, disinfected approved per the requirements of the City of Engineers Association of Minnesota Standard Specifications and Minnesota Department of Health prior to acceptance by the City. Sanitary Sewer The following comments, specific to watermain are provided as follows: 1. 8 -inch diameter sanitary sewer is shown as extending into the site from two locations: From an existing manhole north of Birch Street on Ware Road (Spirit Hills), and from Ware Road near the south end of the property. 2. The majority of the site would be serviced from the Spirit Hills connection. Per the City's Comprehensive Sewer Plan, the Spirit Hills connection point was recommended to be extended westerly down Birch Road to Hodgson, and south on Hodgson Road to extend to a point located south of the proposed development to service properties along Hodgson Road and to the south in the future. Upon review, the sewer extension as proposed will accomplish the same purpose provided the following revisions are made: Birch Street Commercial Review Page 6 July 24, 2003 City of Lino Lakes, Minnesota • Extending the 8 -inch sewer the remaining distance to Hodgson Road at the southwest comer of the site. • Extending the sewer westerly from the front of the day care/office facility to Hodgson Road. This will allow properties along the west side of Hodgson Road to eventually connect to sanitary sewer. 3. The Developer shall be responsible for extension of sanitary sewer from Spirit Hills. The proposed extension will impact both City and County Roadways, and may require boring, jacking, or other means to limit impacts and disruptions. This issue should be investigated further and provided for on the Utility Plan accordingly. 4. The invert elevations provided on the sewer on the west side of the property appear to be incorrect (5 successive manholes have invert elevations of 887.8). 5. The Developer shall provide to the City of Lino Lakes a copy of the completed MPCA Sanitary Sewer Permit, including correspondence and approval of Metropolitan Council Environmental Services (MCES). 6. The Utility Plans shall include notes providing for erosion and sedimentation control. The Developer must provide a televised inspection of all sanitary sewer pipes upon completion of installation. Any required cleaning of sediment from the sewer pipes after construction shall be the responsibility of the Developer. 7. All sanitary sewers shall be tested and approved per the requirements of the City of Engineers Association of Minnesota Standard Specifications prior to acceptance by the City. Storm Sewer All storm sewer mainline pipes must be RC pipe. Backyard HDPE pipe leads will be allowed by the City Engineer. Wetland Delineation Report and Wetland Replacement Plan A Wetland Delineation Report must be prepared and provided with the permit application submittal to the Rice Creek Watershed District. Additional Comments 1. The lowest building opening must be a minimum of 1 -foot higher than the emergency overflow elevation. Basement floor elevations must be at least 4 -feet above the normal water elevation and 2 -feet above the design flood level. 2. Typical street sections (pavement section and design) must be provided. All street system components shall, as a minimum, meet Mn/DOT and City of Lino Lakes Engineering Standards. Birch Street Commercial Review City of Lino Lakes, Minnesota 1111 • • Page 7 July 24, 2003 Standard curb design D412 modified shall be provided as shown. B618 curb shall be provided at all radiuses less than 30 -feet, with curb transition from surmountable to non -surmountable per City of Lino Lakes standards. Additional subcuts, placement of suitable base material, and recommendations of the Braun Geotechnical Report must also be adhered to. 3. A Tree Preservation Plan shall be provided as required by the City. 4. 4 -inches of topsoil on all boulevards shall be provided and seed or sod as approved by the City. 5. A certified as -built survey shall be provided by the Developer's Engineer upon completion of grading, that certifies that all grading complies with the Grading Plan. This certification shall be required prior to the issuance of any building permits. Lino Lakes Public Services Department 600 Town Center Parkway Lino Lakes, MN 55014 (651) 982-2440 Fax (651) 982-2439 www.ci.lino-lakes.mn.us August 5, 2003 TO: Jeff Smyser, City Planner FROM: Rick DeGardner, Public Services Director SUBJECT: Park Board Review of Bruggeman Properties Preliminary Plat The Bruggeman Properties Preliminary Plat was discussed at the July 7, 2003 and August 4, 2003 Park Board Meetings. A motion was made by Mr. Bill Kusterman, "to recommend to the City Council that the proposed recreation area remain private with an undetermined percentage of credit given for development of the park area and trails to be determined by the City Council." Ms. Katie Boyle seconded the motion and the motion passed 3-1 with Mr. Paul Montain voting nay. Subdivision VI of the current Park Dedication Ordinance states, "Where private open space for park and recreation purposes is provided in a proposed subdivision, such areas may be used for credit, at the discretion of the City Council, against the land for cash dedication requirement for park and recreation purposes, provided the City Council finds it is in the public interest to do so." There seems to be a consensus among the Park Board Members that some credit should be given to the developer for providing the private recreation area and concrete sidewalks in Phases 1 — 3. However, the proposed percentage varied from as much as 100 percent credit to as little as 40 percent credit. Since the purpose of the Park Dedication Fund is to provide recreational and leisure opportunities for residents of Lino Lakes, designating the recreation area as private made some Park Board Members uncomfortable with giving full credit. Future residents in the Bruggeman Properties Development could use the private recreation area as well as the City's parks and trail system. However, the rest of Lino Lakes' residents would not be afforded the opportunity to utilize the private park area. Assuming the Planning and Zoning Board and City Council are comfortable with the proposed sidewalks and trails, I suggest that the developer not be responsible for construction of the 8' wide bituminous trails along Hodgson Road and Birch Street. It would make more sense to construct the trails during the road improvement process of Hodgson Road and Birch Street. A portion of the cash dedication for this development could be designated for the trails along Hodgson Road and Birch Street (approximately $35,000). I have attached a copy of the cost estimate for the proposed recreation area improvements received from Bruggeman Properties dated July 25, 2003. If you have any questions or need additional information, please contact me at 651 982-2444. RD: sw sw/Rick/Park Board Review of Bruggeman Properties Preliminary Plat — Smyser Memo.doc • • Esti m1 ..................... . ......................... ......................... tmprvements in Date: Municipality: Recreation Area Land Sitefurriishings; .................................... Play equ pment l stall equipment:& furrtisha gs> lm pact attenuatin matee�als l?rajnacge materials lrngatton .Tu.rf w/. seed. dr4l ...................................... ...................................... Trees:;: Total Recreation .Are ....................................... .......................................... Tots>:: ................. .................. ....................................................... 8'i trail Hodgson Road 8'trail Birch Stteet .................................................... S'tra+l - Phase1 <' : ................................................ 5'traH ;Phase 2 ...........................:............. ......................................... 5'tra l ;Phase Total Trails Total Parkland Trait IFees: ............................................. ............................................ Residential Ccrnrnercial Total: Less credit Total Fees Estimate Qty Unit Cost Total 1.2 Acs $45,000 1.2 Acs 1,000 1 LS 2,000 1 LS 30,000 1 LS 10,000 1 LS 1,500 1 LS 1,500 1.1 Acs 5,000 1.1 Acs 3,000 20 Ea 275 10,260 SF 7,029 SF 9,837 SF 10,494 SF 1,341 SF 152 Units 1.7 Acres $54,000 1,200 2,000 30,000 10,000 1,500 1,500 5,500 3,300 5,500 114,500 1.90 19,494 1.90 13,355 2.75 27,052 2.75 28,859 2.75 3,688 92,447 206.947 1,665 253,080 2,175 3,698 256,778 (206,947) 49,830 Description See attached Exhibit A See attached Exhibit A 9" certified, engineered wood fiber 5/8" drain aggregate w/ geotextile fabric See landscape plan See landscape plan Asphalt Asphalt Concrete Concrete Concrete ParkCredit072403 7/25/031:30 PM • • • Exhibit A Date: 7-24-03 Bruggeman Properties, LLC Lino Lakes The following structures will be purchased and installed by the developer. They will include impact attenuating certified engineered wood fiber and will meet all current ADA, ASTM, CPSC laws, regulations & standards respectively. Fumishings or equipment of equal quality may be substituted with approval of the City of Lino Lakes. Site Fumishinas 1 Pilot Rock, maintenance free, vandal resistant, recycled plastic, 6' ADA picnic table 6 Pilot Rock, maintenance free, vandal resistant, recycled plastic, 4' bench, cedar color 2 Pilot Rock, maintenance free, vandal resistant, recycled plastic, pedestal mounted 55 gallon trash receptacle w/ secured dome lid, cedar color Play Equipment 1 Kompan Elements spring rider toy 1 Burke single post, 2 bay swing, 2 strap seats, 2 toddler seats, non "S" hook system 1 Burke composite structure designed for 2-12 yr olds including, at minimum, the following play events: 1 rocky mountain adventure climber 1 triple monster slide 2 handicap transfer stations 5 multi -branch tree climbers 1 triple rail slide 1 adventure climber (includes panel & sliding pole) 1 satellite climber 1 12' dual kid coaster — attached 1 loop rung ladder 1 ground level car panel 1 3T transition stair 1 overhead wheel deal 1 overhead roundabout 4 sky pods 2 fun phones Play Equipment Example • Memo To: Michael Grochala FrOm: Marty Asleson CC: Jeff Smyser Date: February 3, 2003 Re: Environmental Board Recommendations/January 29, 2003 Bruageman Properties The Environmental Board Recommended on January 29, 2003 that the proposed .Bruggeman-Properties Development be denied, because: 1. The lack of input from Rice Creek watershed District and the Minnesota Department of Natural Resources. 2. The proposal to build a car wash and gas station in a Lake Protection Zone and an area with high sensitivity to ground water pollution. The Environmental Board made the following additional recommendations should the proposal go forward for approval: 1. Follow Staff Recommendations in Environmental Board Meeting Report 2. That the Developer would work with Staff on Landscaping Plan changes. The large NURP pond proposed in the NW comer should be entirely landscaped. The City native grass and flower seed list should be used. 3. Grit and oil filters should be part of the design. • 4. The Developer should follow lighting guidelines in the new Draft Zoning Ordinance. * Page 1 4I • 5. The surface water plan must be evaluated to determine environmental impacts. 6. That any proposed lighting canopy is designed with recessed lights and with no fascia lighting. 7. That parking be reduced to City minimum standards. Motion by Snyder, second by Grundhoffer. All approved. Living Waters Lutheran Church The Environmental Board Recommended on January 29, 2003 that the proposed Living Waters Lutheran Church Addition be approved with the following comments: 1. There are high-priority protection areas to the North of the existing path. This area should not be disturbed. 2. City native seed mix should be used in proposed pond and swale areas. The landscape plan should include building foundation plants. 3. Proposed sod should have at least 4 inches of topsoil thoroughly incorporated into the ground. 8. Any new lighting should follow lighting guidelines in the new Draft Zoning Ordinance. 4. Sugar maples in the plan should be changed to Red maple or Oaks. Motion to approve by Haien, Second by Donlin. All approved. Memorandum To: Michael Grochalla CC: Jeff Smyser From: Marty Asleson Date: 2/4/2003 Re: Staff Report Recommendations/Bruggeman and Living Waters Luther Church/Environmental Board Meeting, January 29, 2003 Staff made the following Recommendations: aan Development tint 3 shows the Lake Protection areas, Zone 1 and 2 Protection =irface water flow patterns, and Nigh Priority Protection areas. This ;site is in a Lake Protection Zone. Existing agricultural drainage tls water for the most part to Baldwin Lake. A small area on the SE cagier travels to Rice Lake. Surface water issues are the most important issues on this site. Water is ditched directly into Baldwin Lake. Surface water is proposed to be directed into a new NURP pond. Water from this NURP pond will be discharged to the existing ditch. Surface water information will have to be evaluated to determine impacts, if any, to Baldwin Lake. Given there is a gasoline service facility planned for the site, there should be some structural plan for containment. The Landscape Plan does not show landscaping for the proposed pond. The plan should show this pond area with City of Lino Lakes Native Pond and Drainage area seed mix. A suggestion should be made to obtain a landscape company experienced in this type of landscape establishment and maintenance. 1 February 4, 2003 There is no plan for ground story plantings in the existing plan. If there is proposed sod for these areas, than these areas should be shown as irrigated. The plan should show intentions of ground story and cover for all landscaped areas including islands. All soils in these areas should be thoroughly tilled with at least an additional 4" of topsoil added before tilling. Norway maples and Amur maple should be substituted with a non-invasive species. White oaks in this area would be more appropriate than Lindens. Since there are a number of oaks proposed for removal from this site, oaks should be placed back in. Additional oaks should be required around the maintenance pond. There should be a tree inventory submitted that is in data base form and readable. It is difficult to tell from the plan how many oaks and what size oaks are proposed for removal. Several more oaks should be planted in the "S", and East Side of the Retail Building area of the landscape plan to screen housing to the East later. Oaks should be substituted for Laurel leaf willow on the East Side of the Retail Building. The Pre -settlement vegetation for this area is depicted on Exhibit 6. The lighting plan should be low -impact, "no -spill", downward focused, minimum lumen type of focus with any canopy enclosures unlit. The existing lighting descriptions do not meet this requirement. This plan needs revision. Surface Water Management is very important on this site. Existing and proposed water conveyance systems indicate a direct connection to Baldwin Lake by the ditch. Since this is in a lake protection area, the developer should show creativity in attenuating volume and quality issues. Post development should try to lower volumes, maintain required rates, and reducing nutrient loads. Pre and post -nutrient modeling should be demonstrated. Surface water direction on impervious areas should be directed to curb drops by the pond if this can be made to work. It appears that before ditching, water flowed to Rice Lake and had a bit more buffer before reaching the Lake. This might be an alternative. The Anoka County Sand Plane Ground Water Modal depicts this area as very sensitive to ground water pollution potential. (Exhibit 5). Any infiltration anticipated or planned should have at least the 3 -foot minimum recommended separation from the seasonally high water table. If the proposed pond is large enough to contain all surface water storm events for a 100 -year flood, than the environmental concerns become much less. 2 • February 4, 2003 A Best Management plan should be required for development and post development agreement. This plan should address soil and toe protection during development, and site keeping after development. Site keeping after development should include parking area sweeping, Iitter pick-up, storage of any hazardous rnaterials, turf and native -area maintenance plans, and pond maintenance. All topsoil on the site should remain on the site. Any intention to import solis, must have the approval of the City, and be submitted to RCWD for review of surface water infiltration rate changes Livina Waters Lutheran Church: Since 1993 (the time The church was built), the Environmental Board has consistently asked new surface water management features to buffer watershed features. The Area to the North is designated as a High -Priority Protection Area in the Lino Lakes Handbook for Conservation Design. Soils in ths area are aandy, and pervious. If an infiltration train were designed into the site plan, there appears to be enough seration between the OHW and a designed rainpond/swail area. The ram pondpond area must be in an area where the Seasonafly high water table is at least 3 feet from the bottom of the pond. Please refer to (Attachment 8). The seasonafly high ground -water level should be verified. Peak flow analysis indicates a.23 cfs increase in water volume flow in a two year event, a .32 cfs increase in water volume flow in a 10 year event, and a .36 increase in water volume flow for a 100 year event for the entire site. The basin should be designed if possible to accommodate this extra surface water volume, if not for the entire site. Additiona ponding is shown in the turf areas. No surface -water analysis inforrnation is avaUable at this time. The soil areas around proposed remaining pervious areas should be protected from compaction during construction. A buffer of native plants incorporated into edges and a surface -water -treatment -train should be planted. Ground story materials should be native in the ponding and drainage areas. A1I proposed sod areas should have at Ieast 4 inches of topsoil tilled thoroughly into the subsoil as deep as possible. Adetai\wd|ondacapep|anmhouidindiosdomnorefounda1ion plants. A few oak trees shoud be plantedirdotheourfonmvmuartreetnnentareaa. Suggest changing the Sugar maples to a variety of Red maple or oak. Aithough there is no proposed lighting fortbe added space on the church, the possibility exists that there may be a need to light the building in the future. If this should happen, than the lighting shoud be down ward focused, no -spill type lighting. 3 AMEN am NEW EN= a� am rIMIiO MIS ll Om EMS DMZ 11,1 =1117 own mime =WI 00 0= Eam MINN.. MCDia M.r OM MIEN MU= Nom■= 111111 � MUM i� f a1� a�aoeo ESN WM o ,off e©WI= 1120111 orm.RO„Tor® IMO ENFEE 11):4 imsmriWEJ= it _40 ■®' Ft ,F!:Ptj.9 VatP m neeeo of — o D PU .0 1m, m 11i� �1o ,.m 60 m► �C� moo o d d .m0°0`:• m . , �rai Ear %II o �ia0 Q� aim gin! r� �� vitt,' ., eem s 1_ ©Npis�o�Nb��' mai n= 041p 1" ten• p' �D©n a©oaEn��nn ®a Qi 54ol //,��.� -s_..m. d0�eo aeeeeeeeeele�OCE+ ��immi. �u Aep'��° 2zr�� me ©�o d► t� „ mO � e.1` 0 la o limmisims �;cec,�- oaoP� oag it. o {,�'ra P. .n eeouao o�GR°v ©�'� ,o Migfrieginmisillm xi ISS 16111. : ICICEIFSTA =YAM n,z art —fi„n Q , • 000miaa n� Q ' 111110I r�L` oo m .` • • PROPOSED LAND USE PLAN LINO LAKES COMPREHENSIVE PLAN Commercial Low Density Sewered Residential Low Density Unsewered Residential a NIdCtslistikrrr 1111111. Medium Density Sewered Residential MUSA line axe JI1IIl!i11 ■ rw' p1r ®l a 1 ;. NE gut Iodidin aim 10110 INV* 7 Miller's Crossroads Sign Plan Hodgson Road and Birch Street Lino Lakes, MN .1 i 1111k- 'fe 111111111/ta'::!. IIII uI.tk.. IIMiI1niiii t a41 i' -i t fill111FrairlI R :Sfai langiu ml, ttl , salllim ter; °, ,"; »� ��3 n . r r ra-,sr--1.••..r r -M-16-NT I TJ S GN: S GN H- 1.: i; , ,1—II. t , -� t" ."j _ � �- �� i i i I i, C F 1 i 1 1 1 i I i r � f i 1 -. . 1'�xg +L: sial M�wRySaF�..�FiY �6'�r6. i�-l-R Iii Building Signs sign at 32 square feet per the sign ordinance. All signage will existing commercial areas. Each tenant has one face the north toward Miller's Crossroads Sign Plan Hodgson Road and Birch Street Lino Lakes, MN 1. Sign Materials Vinyl Shake Siding Channel Sign 2. Sign Material EIFS Sign Band Channel Sign .1 i 1111k- - IIaR1111111111M,. �,. - 1111111111111MIOW. .iIItI1III:.i, - nms.. 1�� IIa1111111 hC'"�i�1 1M11lI N,. 111111111/ta'::!. IIII uI.tk.. IIMiI1niiii t a41 i' -i t fill111FrairlI 1 1IIUiC' t ,I .' t I I Z,i �t(is 11 an gtic,e. rit1fal11m�1111ai langiu ml, ttl , salllim , , ,1—II. Hi . . ....11 J ~ Iii 1 _v_..4......4,-...00:-.- ...r.__,,.. .1:-...7._-:72_...._s_,....z4,7,_ 1. Sign Materials Vinyl Shake Siding Channel Sign 2. Sign Material EIFS Sign Band Channel Sign 1 II II II U LI LI LI 1[ 1 1 1 1 1 [SIGN, 2 f 1 11 E =ti J ~ Iii • Community Monument Signage A base made of Eucalyptus Ledgestone by Cultured Stone Corporation. The sign area will be of low maintenance material with metal standoff signage. Sign area will be 50 square feet as per your sign ordinance. The dimensions of the monument are 16' wide by 4' tall. Two signs total. Character of the Signs Signage for small "Mom and Pop" type tenants. Tenants to have their trade dress incorporated in the signage for familiarity of their product. Commercial Monument Signage A base made of Eucalyptus Ledgestone by Cultured Stone Corporation. The sign area will be of translucent lighted panels with metal standoff "center" sign. Sign area will be 50 square feet as per your sign ordi- nance. The dimensions are 10' wide x 8' tall. One sign total. Channel Letters An example of typical channel letters and trade characters. These can be sized to stay within the 32 square foot per tenant allowed by the ordinance, either front lit or ON, JO Wrl nn [9919.09C499 HI/SCOMIS RIM 7913k13TICX) Old AkfYlVald 1014.14,1011. VS1110•••• ,SIN• leahl 1911111:14794 1.1.190091•1 MINN Al) rJi- nattAnAttot NcEntatactututtrancaucatmattractrEctuccuccractucccucccurEctaciantilig mummomnssinumoNsmaprumurrms:::mons "c^r 7^^P 71-77r p ro- rrfl r r r lIIItI NEE11101111111111111111111111111111111111111Pill11111111 M1111111111111111111111111111111111111111111011{111111101111111{1111111111 t9 CVOU 31:1VM — • an� � � NVY B X�FEl 0.11318 IVICilEIRVi00 NV'IdOWOND03 d 1.07 Miran. Kr 0. RYYiiiiYi C7 V/613.0. 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