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HomeMy WebLinkAbout11/14/2012 P&Z PacketCITY OF LINO LAKES 40 PLANNING & ZONING BOARD MEETING • Wednesday, November 14, 2012 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. AGENDA I. CALL TO ORDER AND ROLL CALL II. APPROVAL OF AGENDA III. APPROVAL OF MINUTES: September 12, 2012 IV. OPEN MIKE V. ACTION ITEMS A. PUBLIC HEARING to consider a Preliminary Plat for a two -lot subdivision and Conditional Use Permit & Site Plan Review for a motor fuel station at the NE corner of Lake Drive/Main Street VI. DISCUSSION ITEMS A. Temporary Signage VII. ADJOURN • Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4- minute limit • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice - Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. • • • CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT : September 12, 2012 . 6:34 P.M. . 7:11 P.M. : Neil Evenson, Michael Hyden (Vice Chair), Pe Laden, Lou Masonick, Robert Nelson, Michael Root, Paul Tralle (Chair) : None : Michael Grochala rry I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning : Meeting to order at 6:30 p.m. on June 13, 2012. II. APROVAL OF The Agenda liva `approve presented. III. APPROVAL OF August 8, 2012 Mr. Hyden made a MOTION : pprove the August 8, 2012 Meeting Minutes. Motion was supported by Mr. Nelson: Motion carried 6 - 0. IV. OPEN MIKE Vice Chair Hyden declared Open Mike at 6:32 p.m. There was no one present for Open Mike. Mr. Laden made a MOTION to close Open Mike at 6:33 p.m. Mr.Hyden. Motion carried 6 - 0. VI. ACTION ITEMS DRAFT MINUTES Motion was supported by Planning & Zoning Board September 12, 2012 Page 2 A. Variance to reduce the side yard setbacks at 8001 Lake Drive, Miller's On Main Michael Grochala, Community Development Director, presented the staff report. Staff recommended approval of the variance to the side yard setbacks at 8001 Lake Drive. Mr. Grochala noted that bids were opened and the city awarded a contract for the signal project at Lake Dr./Main St. and Birch St. /Ware Rd. Staff explained that on- street parking would be eliminated from the Miller's site as part of the oject. Staff reviewed the scope of the signal project at Lake/M city's police department could assist with traffic contra necessity. Mr. Grochala stated that the contractor will be respo control during the construction period. oard members asked if the ation during times of for all traffic Quinn Bergman, 990 Lois Lane, explained that he is the son -in -law of L' enter who owns the property to the north. Mr. Bergman stated concern that often mes there are trailers parked along the side lot line, so he requested that curb stops be installed along the north edge of the property to avoid encroaching onto Mr. Carpenter's property. Mr. Grochala added that staff does not foresee any major issues with the new parking lot design. Mr. Laden made a MOTION to recommend appro setbacks at 8001 Lake Drive, with a recommendatio north and south parking lot lines. e Variance to the side yard at curb stops be added along the Motion was supported by Mr. Masonick. Motion carried 6 — 0. ed the board that, with the cooperation of property owners, s and sidewalks from 77th street were added to the project to improve B. BLIC HEARING to consider Amending the Conditional Use Permit at 6221 Holly Drive to allow for expansion of the existing satellite communications facilil Mr. Grochala ?resented the staff report. Staff recommended approval of C.U.P. amendment at 6221 Holly Drive. Mr. Grochala noted that the applicant is no longer proposing a solid barrier wall as stated in the staff report. Applicant, John Palmer, Encompass Digital Media, stated that the removal of dirt was nearly complete and 2/3 of the berm had been reduced to the desired grade. He noted that the process was delayed because new recipients were needed to take the dirt. They decided against removing the entire berm as originally intended. They also decided against removing an additional berm in an area that attracts deer to their site. Mr. Palmer DRAFT MINUTES • • • Planning & Zoning Board September 12, 2012 Page 3 said that letters were sent to the neighboring property owners regarding the project and • that neighbors were opposed to a solid barrier wall in favor of a more natural type barrier. • • Mr. Palmer addressed questions from board members. He explained that areas of a chain link fence around the perimeter of the property would need to be fixed. An eight -foot fence with a three -strand barbed wire top would be installed in lieu of the barrier wall. He said that security would be increased with the installation of an interior electronic gate with key card access for customers. Chair Tralle opened the Public Hearing at 7:09 p.m. There was no one present to speak. Mr. Hyden made a MOTION to close the Public mg at 7:10 p.m. Motion was supported by Mr. Laden. Motion carried 6 - Mr. Laden made a MOTION to recommend apal of . ending the C.U.P. at 6221 Holly Drive. Motion was supported by Mr. Evenson. Motion Carr VII DISCUSSION ITEMS A. None VIII. ADJOURNMENT Mr. Hyden made a MOTION to adjourn the meeting at 7:11 p.m. Motion was supported by Mr. Evenson. Motion carried 6 - 0. Respectfully submitted, Dawn Bugge Community Development Assistant DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A • STAFF ORIGINATOR: Breanne Rothstein, City Planner, WSB and Associates MEETING DATE: Public Hearing on November 14, 2012 PROPERTY LOCATION: Northeast corner of Main Street and Lake Drive APPLICANT: Grant Rademacher, owner of Bill's Superette • • REQUEST: Preliminary Plat Review - Bill's Superette Conditional Use Permit for a Motor Fuel Stations Administrative Site Plan Review -G -Will Liquors REVIEW DEADLINE: Application deemed complete — October 18, 2012 60 day review deadline — December 17, 2012 120 day review deadline — February 15, 2013 DESCRIPTION OF REQUEST Grant Rademacher has applied to the city for a preliminary plat review to subdivide the existing lot located on the northeast corner of Main Street and Lake Drive into two lots. The existing lot is 4.65 acres, and is proposed to be divided into a southern lot (2.41 acres) and a northern lot (2.11 acres). Also, the applicant has submitted an application for a conditional use permit to locate a motor fuel station on the southern property. The Bill's Superette motor fuel station is proposed to be 8,460 square feet in size, with a total of 16 fuel pumps. Finally, the city requires an administrative site plan review for the proposed 13,362 square foot G -Will liquor store to be located on the northern parcel. SITE CHARACTERISTICS The subject property is a vacant lot, previously occupied by a single family home. It is relatively flat in elevation and has natural vegetation with mixed species of trees on the property. The site currently has one driveway opening along Lake Drive. The property is surrounded by a single - family neighborhood to the north and east, a motor fuel station and multitenant building to the southwest, a restaurant and auto body shop to the west, and a US Bank to the south. The intersection is currently controlled by a four -way stop control, however, construction to upgrade this to a signalized intersection is currently in progress. COMPLIANCE WITH CITY CODE REQUIREMENTS The city is in receipt of a plan set dated September 7, 2012, revised October 15, 2012 and October 25, 2012. Staff has the comments, as listed below. Land Use /Zoning: The property is guided for commercial in the Comprehensive Plan, and is zoned GB- General Business. The proposed use of the southern lot as a motor fuel station requires the approval of a conditional use permit. The proposed liquor store on the northern lot is a permitted use in the general business zoning district. In accordance with city code, the applicant must prove that all conditions set forth for the motor fuel station land use have been satisfied related to vehicular access, architectural standards, fuel storage systems, drainage, landscaping, and lighting, which will be addressed below in detail. Generally, the application meets the general and specific conditional use permit criteria in city code. Lot Size /Setbacks: The two newly created lots meet the minimum lot size and frontage for the General Business zoning district. The proposed buildings meet all applicable setbacks from property lines, road rights -of -way, and residential areas. Architectural Standards /Height: As part of the conditional use permit application, the applicant must meet specific architectural standards for motor fuel stations and their canopies. Face brick and rock face block are proposed as the predominant materials to be used on the buildings and the canopy regulations are proposed to be met. The height of the buildings meets the city code standard of a maximum of 45 feet. Section 3 of city code also requires thast commercial buildings meet architectural standards relating to harmonious finish treatment. Based on the submitted renderings, the proposed building meets standards for the usage of earth tone with accent colors and limitations on the use of EFIS /stucco and decorative metal. The police department submitted comments recommending the addition of windows on the south and/or east side of both buildings to aid in crime prevention efforts. Utilities: This site is proposed to be serviced by the city sewer and water systems. As city policy, all sewer lines must be extend to the extent of the property, which is proposed by the plans. The existing trunk sanitary sewer and watermain that are being tied into at the southwest corner of the site need to be shown on the utility plans. The City is concerned with the constructability of the trunk sanitary sewer along Lake Drive. The proposed sanitary sewer is approximately 25 feet deep and only 7 feet away from the edge of the existing roadway. The applicant needs to design the sanitary sewer so that an OSHA approved trench can be constructed without impacting the roadway or traffic on Lake Drive. Staff has detailed comments regarding the utility system and asked for revisions to the plan regarding irrigation, which are included in the attached City Engineer's memo. Traffic /Access: The intersection of Lake Drive and Main Street is currently being upgraded to a signal. As the plat is proposed, there is sufficient right -of -way to complete this upgrade. Anoka County Highway Department is requiring the dedication of an additional 15 feet of right -of -way along Main Street. The County has also submitted an advisory comment regarding future median installation by the County at some time in the future, which may restrict these full turning movements. • • • r • • The site proposes to gain access from both Lake Drive and Main Street with full turning movements (left and right exit lanes and one entrance lane) to be shared by both the Bill's Superette gas station and the G -Will liquor store. These driveway cuts exceed city code for driveway width and should be revised to meet the maximum width of 36 feet. The existing driveway on Lake Drive must be shown as being removed. A traffic study has been completed for the site that recommends right turn lanes be installed along Lake Drive and Main Street in order to increase the safety of the intersections. Anoka County Highway Department also discusses right turn lane installation. The Lino Lakes Police Department also recommends turn lanes as part of their review. Off - Street Loading Areas: City Code sets forth standards for loading dock areas, and the proposed plan is satisfactory to city staff and the City Engineer. Parking: The proposed plans indicate a total of 86 stalls of parking for both the Bill's Superette and the G -Will Liquors site. City Code requires one stall per 200 square feet of building area (with a 10 percent credit for unusable floor area), resulting in a total of 99 required stalls. The applicant is proposing "proof -of parking" areas for the deficient 12 stalls. In an effort to reduce impervious surfaces and mitigate storm water runoff, city code allows for "parking deferment" when evidence is provided by the applicant to suggest that the required number of parking stalls are not needed. The applicant has constructed several stores and has provided evidence from these stores that the parking demand is lower than city code requires. Staff is comfortable with the level of parking proposed and allowing a deferment of the remaining 21 stalls. The site plan does not indicate a perimeter curb along the sidewalk/walkway areas adjacent to the building. Staff has requested a perimeter curb in these areas to serve as wheel stops. A raised sidewalk may substitute for this purpose. Surface Water Management /Pollution Prevention: City Code restricts impervious surfaces to no more than 75 percent of the site, which the proposed plan meets. Stormwater is proposed to be routed to an infiltration basin located in the southwest corner of the site. The City Engineer has reviewed the stormwater management plan and has offered detailed comments to the applicant with regard to the system design and requested revisions that should be incorporated into the final plan set. The Rice Creek Watershed District will require a permit for the storm water management on this site, and have submitted several comments regarding this review. An operation, inspection, and maintenance agreement should be completed that indicates the land owner is responsible for the stormwater facilities. Grading /Drainage: For all motor fuel stations, oil /grit separators are required as a mechanism for limiting polluted run -off from entering the storm water system. Staff has requested additional information regarding this system. Staff has provided the applicant with detailed comments regarding the direction and flow of drainage. Applicant is required to provide proof of NPDES permit prior to commencing with grading. To date, staff has not received a final soils report, which will be a requirement for approval. This information will be needed to verify the stormwater plan. Easements: The proposed drainage and utility easement between Lots 1 & 2 is insufficient to provide the necessary space to access and repair the proposed sanitary sewer, watermain and storm sewer in the future. This easement needs to be increased to 20 feet on either side of the property line. A drainage and utility easement needs to be provided along the eastern property line and must be sufficiently wide to accommodate the proposed drainage swale. The proposed drainage and utility easement around the pond must be increased to contain the 10 -day snow melt event water elevation. All of the proposed storm sewer utilities, other than roof leads, must be contained within a drainage and utility easement, including the oil and grit separators. Landscaping /Tree Preservation: City Code and the conditional use permit section for motor fuel stations outlines detailed requirements with regard to landscaping in three different categories: these including standards for canopy cover, foundation landscape, and open areas, and buffering /screening. City Code also requires replacement ratios for trees that must be removed as part of the site grading. After detailed discussions with staff, the plan has been revised to meet the requirements for canopy cover by including four landscaped islands within the parking lot. The foundation landscaping requirements are proposed to be met by the installation of trees and shrubs at one key location per building, which is short of the foundation planting requirements by five trees total. The plan indicates raised planters with annual flowers on approximately 65 feet of the total perimeter to make up for the shortage of foundation plantings. Staff has recommending that these raised planters be installed along both buildings and that they are more clearer marked on this plans. This site requires substantial landscape buffering from the adjacent residential uses. A six foot privacy fence is proposed that is off -set every 75 feet and the planting of shrubs along 50 percent of the fence. Also, a significant number of trees are proposed that would, at full growth, extend over the top of the fence and provide additional screening. Six existing trees are proposed to be preserved that will also contribute to the screening efforts. All other trees on site will be removed as part of the building plans. These trees are mitigated according to city code by the perimeter tree plantings proposed. Lighting: The requirements of the city code and conditional use permit restrict and limit the design, height, and brightness of all lighting on site. According to the submitted plans, the proposed gas station and liquor store meets these requirements for height, maximum foot - candle at right -of -way, and light fixtures. Canopy illumination shall be limited to the hours of 5:00 a.m. to 11:00 p.m. Signage: Per the conditional use permit requirements, signage is limited to either the wall of the building or the canopy and the plans indicate only wall signage. One monument sign per frontage is permitted for motor fuel stations and one per property is allowed for all other businesses. All signage will require separate permitting. Parks /Trails: As part of the preliminary plat review staff has requested (and the plan set indicates) the dedication of a trail easement and construction of trails extending from the intersection along the southernmost property line and north along the westernmost property line. Based on the need for additional right of way, we propose locating the trail within the County right -of -way which will need to be verified with the County. This will be deducted from the park dedication fees owed for the subdivision of the site. The applicant needs to confirm with the power company that the proposed trail easement can be recorded within the easement power line easement. Development Fees: The applicant will be required to pay appropriate park dedication, sewer, water, and surface water trunk and connection charges as part of this subdivision and site plan review. These fees will be calculated at the time of final plat and the drafting of the development agreement. RECOMMENDATION: The Environmental Board met on October 24, 2012, and recommended several changes to the site plan, as outlined in the attached memo. The plan set has been revised to address these comments. Soil borings are still needed to verify the suitability of soils for infiltration. Staff recommends that the Planning Commission recommend approval of the preliminary plat for Bill's Superette, site plan review for Bill's Superette and the G -Will Liquor store, and approval of the conditional use permit to allow for a motor fuel station, subject to the following conditions: 1) Submission of a revised plan set that incorporates the comments from the City Engineer's memo dated November 5, 2012; 2) An oil /grit separator is submitted and meets the approval of the City Engineer; 3) Submission of a soils report, and reviewed by City Engineer; 4) Cross access easements are submitted and approved by city staff to allow both businesses to utilize both accesses; 5) Submission of a revised plan set indicating the installation of right turn lanes into the site from both Main Street and Lake Drive; 6) Submission of a revised plan set that shows the driveway widths to a maximum of 36 feet; 7) The plat shall dedicate an additional 15 feet of right of way along Main Street; 8) Access along Lake Drive and Main Street shall be dedicated on the plat to Anoka County; 9) Obtain all necessary permits from the Rice Creek Watershed District, and provide a copy of that permit to the city; 10) Pond areas must be planted with a native seed mix acceptable to the city and managed for a minimum of three years by an approved city contractor; 11) Sign and enter a maintenance agreement to the city for the maintenance and operation of the storm water infrastructure onsite prior to issuance of a building permit; 12) Revised plans are submitted that indicate the addition of raised landscaping beds on both buildings, and that such beds are clearly marked on the plan set; 13) Submission of colored elevations of the gas canopy and pump islands that meets city code; • 14) Canopy illumination level shown on the photometric plan shall be allowed between 5:00 a.m. and 11:00 p.m. Outside of these hours, the fuel pumps may operate but the canopy light level shall be significantly reduced to approximately 10 percent of full illumination; 15) The public address system shall be limited to an intercom system and shall not play music or advertising; 16) Any video advertising devices integrated into the fuel pumps shall be inaudible from the surrounding properties and rights -of -way; 17) The proposed motor fuel stations meets all noise and lighting ordinance at all times; 18) All outstanding land use or escrows shall be paid in full prior to issuance of a building permit; 19) Title work satisfactory to the City Attorney shall be submitted and reviewed prior to final plat recording; 20) Preliminary plat approval shall be valid for one year from the date of this approval. The plat and associated development agreement shall be recorded within one year of approval. REQUESTED MOTION: Motion to recommend that the City Council approve the preliminary plat for Bill's Superette, subject to the conditions listed in the staff report, and direct staff to prepare a resolution declaring terms of the same; AND Motion to recommend that the City Council approve the conditional use permit for Bill's Superette motor fuel station, subject to the conditions listed in the staff report, and direct staff to prepare a resolution declaring terms of the same; ATTACHMENTS: 1) City Engineer's Memo dated November 5, 2012 2) Anoka County Highway Department memo dated November 2, 2012 3) Recommendation memo from the Environmental Board discussion dated October 24, 2012 4) Lino Lakes Police Department memo, dated November 6, 2012 5) Plan Set, dated September 7, 2012, revised October 15, 2012 and October 25, 2012 • • • • • WSB & Associates, Inc. Infrastructure • Engineering • Planning • Construction Memorandum To: Grant Rademacher, Applicant 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 - 541 -1700 From: Jason Wedel, City Engineer WSB & Associates, Inc. Date: November 5, 2012 Re: Engineering Review — Bill's Superette and G -Will Liquor Store WSB Project No. 2029 -34 The City Engineer has reviewed your application dated October 24, 2012 for preliminary plat approval for Bill's Superette, conditional use permit for the motor fuel station, and administrative site plan review for G -Will Liquor Store, and we have the following comments: General 1. The proposed drainage and utility easement between Lots 1 & 2 is insufficient to provide the necessary space to access and repair the proposed sanitary sewer, watermain and storm sewer in the future. The proposed easement needs to be increased to 20 feet on either side of the property line. 2. The applicant needs to confirm with the power company that the proposed trail easement can be recorded within the easement power line easement. 3. A drainage and utility easement needs to be provided along the easement property line and must we sufficiently wide to accommodate the proposed drainage swale. 4. The proposed drainage and utility easement around the pond must be increased to contain the 10 -day snow melt event water elevation. 5. All of the proposed storm sewer utilities, other than roof leads, must be contained within a drainage and utility easement. This includes the oil and grit separators. 6. The gate valve for the liquor store water service must be contained within a drainage and utility easement. 7. The site accesses should be revised to indicate a maximum driveway width of 36 feet. 8. There appears to be no curbing along the sidewalk adjacent to the building. Please provide evidence that there will curbing along the walkway, or a raised sidewalk could substitute for this purpose. 9. Anoka County is requesting additional right of way along Main Street. Please amend the trail easement to be right -of -way, which can accommodate the trail in this location (per review by the County). Utility Plans 1. There are two existing wells shown on the plans. The applicant needs to identify which well is proposed to be used for irrigation and which well is being sealed. In addition, the applicant needs to demonstrate how the site irrigation will be handled in the future once the existing well fails. This is necessary because the City will not allow the existing well to be re- drilled in the future. At the time of failure, the applicant will need to connect the irrigation to the municipal water supply. 2. The existing trunk sanitary sewer and watermain that are being tied into at the southwest corner of the site need to be shown on the utility plans. 3. The City is concerned with the constructability of the trunk sanitary sewer along Lake Drive. The proposed sanitary sewer is approximately 25 feet deep and only 7 feet away from the edge of the existing roadway. The applicant needs to design the sanitary sewer so that an OSHA approved trench can be constructed without impacting the roadway or traffic on Lake Drive. 4. A temporary hydrant is required at the north end of the trunk watermain along Lake Drive for flushing purposes. 5. The sanitary sewer service for the liquor store cannot connect directly to the sanitary sewer manhole. The service is required to connect to the 8 -inch sewer main with an 8" x 6" wye. 6. Please confirm that there is a minimum of 18 inches of clearance between the liquor store sanitary sewer service and the 8 -inch watermain. 7. The detail plates included in the plans are not the City of Lino Lakes standard detail plates. The City's plates are currently being updated and will be provided to the applicant once they are complete. Grading Plan 1. The City is concerned with the proposed valley gutter that is shown crossing the southerly driveway access onto Main Street. It appears that this could be an issue in the spring with freezing and thawing which could create unsafe driving conditions. The applicant needs to explore alternative methods for conveying storm water across this location. 2. Curb cuts and associated grading must be clearly shown on plans to ensure that runoff is directed to ditch on east side of property. One particular area of concern is the northeast corner where runoff not captured in the ditch could drain onto adjacent parcels. 3. Ditch cross section for the east ditch should be provided to ensure that the ditch has adequate capacity to convey runoff without overtopping into the adjacent parcel. 4. The existing driveway on Lake Drive must be shown as being removed. 5. Applicant is required to provide proof of NPDES permit prior to commencing with grading. Storm Water 1. Soil borings should be completed near the proposed infiltration basin to verify presence of sand soils and groundwater elevations at the proposed facility. 2. The configuration of the drainage system with the SAFL Baffles and Prinsco systems may not be effective. Rather than having parallel lines, it seems that the Prinsco systems could be increased in size and offer greater benefit. 3. Access ports for the Prinsco systems should be indicated on plans. 4. An operation, inspection, and maintenance agreement should be completed that indicates the land owner is responsible for the stormwater facilities. 5. The applicant may wish to specify the invert of the Prinsco system as the inlet pipe invert to avoid confusion during construction. 6. The applicant is advised that the Prinsco system may be difficult to maintain as currently configured. It is recommended that sump manholes be placed within the systems' • • • • • alignment to allow efficient maintenance. Larger access ports may also be desirable to allow full access to the system. 7. Routing in the Hydrocad model must be revised to direct building runoff into infiltration basin. COUNTY OF ANOKA Public Services Division HIGHWAY DEPARTMENT 1440 BUNKER LAKE BLVD. N.W., ANDOVER, MINNESOTA 55304 -4005 (763) 862 -4200 FAX (763) 862 -4201 "Our passion is your safe way Home.' November 2, 2012 Mike Grochala City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 Re: Site Plan - Bill's Superette Dear Mike, We have reviewed the site plan for Bill's Superette, to be located in the northeast quadrant of CSAH 14 (Main Street) and CSAH 23 (Lake Drive) within the City of Lino Lakes, and I offer the following comments: Based on a review of the current right of way information, it has been determined that the existing right of way along CSAH 23 adjacent to this site equals 70 feet, which should be adequate for future reconstruction purposes. However, the existing right of way along CSAH 14 adjacent to this site equals 60 feet, which will not be adequate, as 75 feet of right of way will be required for future reconstruction purposes. Consequently, an additional 15 feet of right of way along CSAH 14 adjacent to this site should be dedicated to Anoka County. If the additional right of way cannot be dedicated through the City's site plan process, the setbacks to buildings, structures, etc. should take the future right of way needs along CSAH 14 into consideration. Contact Curt Kobilaresik, Engineering Program Manager (email: Curt.Kobilaresik @co.anoka.mn.us , phone: 763.862.4223) should you have questions regarding right of way for this site plan. The site plan proposes 1 new access point onto CSAH 14 and 1 new access point onto CSAH 23. It should be noted that while neither access point meets current access spacing guidelines, denying access to the county highway system for this parcel is not an option as there are no local roadways available for the site to gain access from. Given the close proximity of the access points to the CSAH 14 /CSAH 23 intersection, they do have the potential to be problematic from a safety perspective. Consequently, construction of a NB CSAH 23 right turn lane and a WB CSAH 14 right turn lane at the new access points for this site will be required to be completed by the developer /City in conjunction with this development. At some point in the future, both CSAH 23 and CSAH 14 will be reconstructed to include raised median channelization, so both access points will become right in/right out (RI/RO) access points when medians are constructed. The right of access along the remaining portions of CSAH 14 and CSAH 23 should be dedicated to Anoka County. It appears that there are sight distance deficiencies for the Intersection Sight Distance Requirements on CSAH 14 and CSAH 23 at the proposed accesses, with the obstruction being bushes. It is anticipated that the bushes will be removed as a part of the site development. Please note no signs or plantings will be permitted within the county right of way. In addition, care should be exercised when locating buildings, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight distance obstructions at the access points. Affirmative Action / Equal Opportunity Employer The ACHD Engineering Plan Review Process will apply to this site plan. Calculations must be provided along with a grading and erosion control plan that delineates the drainage areas for this site. The post - development rate /volume of runoff must not exceed the pre - developed rate /volume of runoff for the 10 -year, critical design storm. An engineering plan review fee estimated at $500.00 will apply for this development. Contact Brett Voth, Engineer III (email: Brett.Voth@co.anoka.mn.us ; phone: 763.862.4263), should you have any questions regarding the ACRD Engineering Plan Review Process for this site. Following completion of the ACHD Engineering Plan Review Process, the ACHD Permit Process can begin. Two Access Permits (Commercial Access Permits = $250 /each = $500.00 fee) and two ROW Permits (ROW Permits = $150 /each = $300.00 fee) will be required and must be obtained prior to the commencement of any construction. Contact Terri Vaughan, Permit Technician, (email: Terri.Vaughan @co.anoka.mn.us ; phone: 763.862.4239) for further information regarding the permit process, or view the information online at: http: / /ww2.anokacounty.us /v3 highway /permits.aspx Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, Jane K. Rose Traffic Engineering Manager xc: File: CSAH 14 +CSAH 23 /Plats +Developments /2012 Curt Kobilarcsik, Engineering Program Manager Larry Hoium, County Surveyor Randy Bettinger, Traffic Engineering Coordinator Josie Scott, Traffic Engineering Technician Terri Vaughan, Permit Technician Brett Voth, Engineer III • • • • Recommendations of the Lino Lakes Environmental Board October 24th, 2012 Bill's Superette The following recommendations were made by the Lino Lakes Environmental Board concerning the Bill's Superette project on Lake Drive and Main Street: • In the Landscape Plan change the Sugar maples and Lindens to a species more adapted to droughty soils. Recommendations for substitution species include, but are not limited to Oaks, hackberry, disease resistant American elms such as Princeton, Heritage, Accolade or New Horizon, and Red maple. • Find a lower growing plant to substitute for the Alpine current in the parking lot island. Plants should not exceed 22 inches. • Move trees inside Great River Energy power line easement out to at least 35 feet. Otherwise obtain an encroachment agreement with Great River Energy. • • Demonstrate how future buffer requirements will be addressed in the "phantom" parking • lot areas should the parking spaces be used. • CPTED review must be submitted. • All sod areas must be irrigated. • Developer showed interest in changing the top vegetation to a native fescue instead of recommended Blue Gramma. The County is planting native Blue Grama on the top side of their pond. Staff recommended similar material; however, native fescue would work. • Tree preservation measures must be shown for adjacent property trees that have dripline within the project limits. The tree preservation plan should also have tree identity numbers depicted on the tree preservation map. • SWPPP notes, on the construction details must include the name and phone number of the person responsible on site for SWPPP implementation. The phone number must be a 24 hr accessible number. The plan must show the location on site of the SWPPP plan, and all required inspection sheets. • Recommend removal of infiltration pond rock bottoms • Recommend changing the clay lined pretreatment ponds to a storm chamber type of oil grit separator large enough to accommodate the water volumes generated on the site and include the 800 gal oil capture capacity as required by city code. • Recommend soli borings to verify that all infiltration areas including swales are not in the SoA soil type. • Recommend that the site meet the .5 inch infiltration requirement to the extent possible, and a variance given from RCWD to the project for remainder of this requirement not attainable. • Recommend that as a part of their MS4 requirements that maintenance plan and yearly inspection submittal to the city be submitted for all storm water features on the site. • Recommend that the second well shown registered to the original owner in the county well point index be located and sealed if it can be located. This well point is located on the eastern property line. • • • Lino Lakes Police Department e Memo To: Chief John Swenson From: Officer William Owens CC: Sergeant Mike Rumpsa Date: November 8, 2012 Re: CPTED Review After reviewing the plans there are no obvious drastic public safety problems. However there are some things which may require some more attention or explanation. • Is the "C" store a 24 hour operation? • Will the car wash operate 24 hours a day or have a closing time? Traffic: • The City should consider the results of a traffic study on Lake Drive and on Main Street to determine if the new driveways will cause traffic congestion. A solution would be to add a turn lane on westbound Main Street leading up to the driveway and a passing lane for eastbound Main Street on the south side of the roadway. The same should be considered for the Lake Drive driveway. • Within the lot, we should be aware of the car wash and the issues it will present in the winter. The water which drips from cars as they leave the wash will freeze onto the road. If vehicles cut through the parking lot between the gas pumps and the gas station it could present a slipping hazard to people walking from the pumps to the gas station and a hazard to passing motorists. Natural Surveillance: • There are no windows on the south side or east side of the gas station which will inhibit natural surveillance into and out of the business. By adding a set of windows we could alleviate this. This is particularly a concern for the east side because that is where the trash enclosure is. As it stands now, employees are taking the trash out and are concealed by the tree line and no windows. • For the liquor store, there is only one set of windows on the building, which incorporates the front door. I would recommend adding more windows to increase natural surveillance. • Encourage both the C store and the Liquor store to limit advertisements placed on glass doors and window that block natural surveillance into the businesses. Camera's /Locks • I would like to view a camera /security outline when available • • Locks should be an anti - spreading type and have dead bolt capability. Snow Removal: • Snow removal can be a concern with this type of design. If they are going to pile the snow on -site we should be conscious of where it is being stored. We want to avoid storing the snow in area which will obstruct the view of traffic entering and exiting the complex. Additionally, we want the snow to be stored in an area which does not affect the natural surveillance of the parking lot. Lighting: • I am unable to read the lighting plan for the business complex as it was not included with the full size plan. A white LED shining down on the lot and canopy should be a good option, as long as it does not alter the color of vehicles when viewed through the surveillance cameras. Wail packs are a good option, but care should be used when installing them to not blind passing motorist and hinder natural surveillance. Pole mounting is the best option as it does not hinder natural surveillance and allows for a more uniform light pattern. • Page 2 • • • — LEGEND • FOUND MONUMENT — — RIGHT -OF -WAY - — — — - EASEMENT LINE SET MONUMENT — — — UNDERLYING LOT - -- -.- SETBACK LINE MARKED LS 47481 DESCRIPTION All of Lots 5, 6 and 7, Forest View Acres and those parts of the vacated service road and Lot 1, Forest View Acres, lying South of the North line of Lot 5 extended Westerly to the highway right 05way, Anoka County, Minnesota and lying southeasterly cif the northwesterly 30 feet of said Lot 1. PROPERTY SUMMARY 1. Subject property's address is unassigned, Its property identification number is 04- 31 -22- 330036 and 04- 31 -22- 33-0035. 2. The gross area of the subject property is4.47 Acres or 194,952 Square Feet. 3. The subject property is toned GB - General Business, per the City of Lino Lakes toning map. BENCHMARKS 1. The vertical datum 6 based on NAVD88. The originating bench marks are MNDOT 26RDS and MNDOT 0280M, both referenced from the MnDOT Geodetic Database BENCHMARK 41 most t southerly Anoka County Highway Right -of -Way disk located as the southeast corner of the property as shown on the Survey. Eiev. 909.95. BENCHMARK 42 Top nut of fire hydrant located in the northeast quadrant of Lake Drive and Main Street as shown on the Survey. Elev. 915.17. SURVEY NOTES 1. Bearing system is based on the South line of Lot 7, Forest View Acres, having an assumed bearing of .. 2. Field work was completed on 08/31/2012. 3. There are no wetlands located on the property. VICINITY MAP MAIN 5T C 5w NORTH 0 30 60 nge SCALE IN FEET / / // N / �ti r / / - / - i/ ``/ � / - / > } /// / 6 / 1 gig / //,/ J /I/ f., ,./ / / I ki // LOT 1 464/ / I 109 AC O/4/ / I� / / I` 1 / in i /FWD. OPEN IP NW MAIN LAKE PRELIMINARY PLAT N. UNE, LOT 5 889'59'35'E 282.41 LOT 5 90,974 SF • FND 5 P8505 :~ 4 '1 / V✓i \ CO s 9a .$\\ rr � *.> vIr —�, -5. -v 9 N, \ �c \ 5. UNE, SEC. 4, TWP. 31, RCE. 22 —, 4/893935 "f4 .577.47 / 0 LOT 7 ` - -- .S2i9393777a66 c 589•59'35 -E 407.11 5893935T .509.66 LOT 2 2.39 AC 103,978 SF LOT 6 EASEMENT FOR POWER UNE PURPOSES PER DOC. NO 149129 AR61$7FIPAF11WL- RE$A715OE-N6. - 547Lr43= - 10' MAIL EASEMENT- 135.91 �$ y 58939757 567.67 END P 9235 ANOKA COUNTY R/WiUON•5.-.. m .� N. UNE, ANOKA COUNTY RAN PLAT NO. 17 --'� HAi,. .s , , N89'59'35'W 367.98 s. UNE FOREST VIEW ACRES -- / / / / • T D IP 1' 500°00'25 "W 515.06 / / N00'00'25'E 10.00" FND lP 99,75 \�N89'59 35'E 2.45 J engineering surveying planning energy 14800 2801 Ave. N, Ste 140 Plymoutlt, Minnesota 55447 1763] 476.6010 telephone 1763)476.6532 facsimile www.mtra.com Client ran Ell P'atit&i on CONSTRUCTION Fendler Project BILL'S SUPERETTE Location LINO LAKES, MN Certification 0\*b O� 45 `O O� Summary Designed: MCB Drawn: ABS Approved: MCB Book / Page: 727/55 Phase:PREUM Initial Issue:09 /07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG WATERSHED COMMENTS B 30/15/12 111 CM COMMENTS C 101112 KIT CM LANDSCAPE COMMENTS Sheet Title PRELIMINARY PLAT Sheet No. Revision 02.02 C Project No. FEN19355 29.0 —7" / 67.3 J PROP SED LOT PLR p GAS STATION 8,087 SF FFE= 915.90 /L 10 FTSRAIL EASEMENT / 15 FT PARKING Irratz MAIN STREET NORTH D 40 B0 SCALE IN FEET LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW COop00000 -t- • STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING DEVELOPMENT SUMMARY PARKING ANALYSIS CITY CODE REQUIRED= (1/200 SF) BILLS- 8,087. G -WILL - 13,362 = TOTAL REQUIRED PROVIDED BILLS= G -WILL = TOTAL PROVIDED FUTURE PARKING = TOTAL= BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD (INTERIOR) SIDE YARD (STREET) ZONING EXISTING ZONING PROPOSED ZONING GREEN SPACE TOTAL AREA PERCENT GREEN SPACE REQUIRED PERCENT GREEN SPACE 40 STALLS 67 STALLS 107 STALLS 33 STALLS 53 STALLS 86 STALLS 23 STALLS 109 STALLS 40 FEET FROM R.O.W. 30 FEET 10 FEET 15 FEET 10 FEET 10 FEET 15 FEET GB - GENERAL BUSINESS DISTRICT GB - GENERAL BUSINESS DISTRICT 59,634 SF 194,931 SF 25% 30% DEVELOPMENT NOTES A. ALL DIMENSIONS ARE ROUNDED TO THE NEARESTTENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. C ALL AREAS ARE ROUNDEDTO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 10' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF UGHT POLE H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. AU. GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 %(1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALLBEZ.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. L DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS KEY NOTES A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR 0. P. R. B. DETAILS) 8-612 CONCRETE CURB AND GUTTER (SEE DETAIL C9.02) C INTEGRAL SIDEWALK (SEE DETAIL C9.02) D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.02) 5. E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) T. F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) U. G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FOR DETAILS) H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS) L PEDESTRIAN CURB RAMP (SEE DETAIL C9.01) J. 6' CURB CUT / RAIN GUARDIAN (SEE DETAIL 09.02) K FUEL PUMP (SEE ARCHITECTURAL PLAN FOR DETAILS) L PROPANE STORAGE CAGE (SEE ARCHITECTURAL PLAN FOR DETAILS) M. UNDERGROUND FUEL STORAGE TANKS (SEE ARCHITECTURAL PLAN FOR DETAILS) N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS) CONCRETE PIPE BOLLARD 10' WIDE PAVED TRAIL VACUUM (SEE ARCHITECTURAL PLAN FOR DETAILS) RIBBON CURB 6' WIDE VALLEY GUTTER CONCRETE TRENCH BOX (SEE DETAIL C9.02) EXISTING WELL, CONTRACTOR TO PROTECT STRUCTURE DURING CONSTRUCTION. FIELD VERIFY LOCATION Oa... Ipz. • 13213m • us.,uT mmoncTsmet sswe euMnons of rru, englneenn0 surveying planning energy 14800 2861 Ave N, Ste 140 RymoWl, Minnesota 55447 1763) 476.6010 Telephone 1768 476.8532 facsimile www.mfra.com Client r2 ill CONSTRUCTION Fendier Patterson Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this Man. ..Oho supervision was and that by me or yn0er o djrEct supen•ISion dthKlame duly b professional ENGINEER under Ib f the slate of Minnesota. IC` 7 Michael C. .T dt Registry 2661 Date:09 /07/2012 Ifp apB h is conata lgcse u sutpoorn a rweaeut0sigt nea dMcFoRpAy, oItntch b p 1,, MN office. Summary Designed: MCB Drawn: ABS Approved: MCB Book / Page: 727/55 Phase:PRELIM Initial Issue: 09/07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG WATERSHED COMMENTS B 10/15/12 RA COY COMMENTS C 10.25.12 KR CRT LANDSCAPE COMMENTS Sheet Title SITE PLAN Sheet No. Revision 03.01 C Project No. FEN19355 19.2 X 7P 17.19 TP 17.74 15 47.58 914 = 16 9 6" 16.45 \\\ TP 16.85 17.88 98 TP 160 TC 17.95 11. 17 16.78 1P 16.38 TP 16.25 '916 1P 16 �. ■ 7.60 14.80 .% 1P:/4.80 1578 ',: :14.41 15.50 20 4C/TT;15.7 14.40 14.2 1P 13.0 • '11.:12.25 • / 2.20 2. 412 • 7P 13.0 ? TP 0 11? 12.I254: : 130 I 12.55 ; i la 1P 1fy�1_, 1 911 16231P MAIN STREET - LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND UMITS TREEUNE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS OOOCoo0067.00. ommsommemonmetrorem 9625 EOF 700(X a 962.5 X sr� sor14F NORTH 0 40 80 SCALE IN FEET GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. B. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER our WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IM CURB. C. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 %(1:20), EXCEPT AT CURB RAMPS (L'12), AND A MAXIMUM CROSS SLOPE OF 2.08%11:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.09%(5'48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. O. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38-02 TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UDUTY DATA'. THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL NOTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION-CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1- 800.252 - 1166). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREES TO BE 50115 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N TO AVOID PROPERTY DAMAGE E. THE ADJACENT T PRECAUTIONS NECESSARY CO TRACTOR PROPERTIESOS SOLELY CONSTRUCTION FOPYDSESAGES T PROJECT. ADJTHE CONTRACTOR WILL BE GDURING E CONSTRUCTOR ANY DAMAGES TORTE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TOCONFRACTORS: IN ACCORDANCE WTI GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SUE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A 560501 HNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY- TBD ADDRESS: PHONE: DATED: THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. H. THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. I. PRIOR TO PLACEMENT OF THE AGGREGATE BASE A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA 508GRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROVING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE 50115 ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER 1. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS ATM ROLL REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT MUTABLE SOIL AT NO ADDmONAL COST TO THE OWNER. K. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED 10 PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTORS EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM RN TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BYTE ENGINEER COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. L THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO \ THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE RESTRICTED AREA HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT THE EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 9.95 T. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTNRIES WITH18 THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVEADDIONAL TREES AS DIRECTED BY THE OWNER. ACTIVmES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE. BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT° OR OTHER TOXIC MATERIAL THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL 57 NO TIME SHALL THIS FENONG BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN R. FINAL PLACEMENT OF ALL PROTECTIVE FENCING 51431 BE COMPLETE BEFORE ANY WORK COMMENCES ON-SRE N. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERETURF IS TO BE ESTABUSHED. TO A DEPTH OF 41NCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 41NCHES. 0. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN OMITS OP GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL RE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDmON OR TO THE REQUIREMENTS OF THE NEW WORK. P. TOLERANCES 1. THE COMMERC IAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE 2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 065 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 030 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. R. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OK SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERML TO THE SITE. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP-. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURRY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. T. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY ME ENGINEER WITH THE LOCATION, SIZE INVERT AND IF THEME UNE IS ACTIVE. NO ACTIVE GRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. U. INFILTRATION BASIN CONSTRUCTION REQUIREMENTS: 1. HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE INFILTRATION BASIN AREA EXCAVATION WITHIN THE INFILTRATION BASIN SHALL BE PERFORMED IN USE OF A SALOME BUCKET WITH TEETH. THE CONTRACTOR SHALL DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER. 2. INFILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION OF SITE GRADING, UTILITIES, AND STREETS. ALL DEPOSFTED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF P059BLE. 3. ALL FLARED ENO SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINALSTABILQATION BASIN HAS OCCURRED. 4. THE CONTRACTOR SHALL RESEED OR REPTANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. 5.IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY THE CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER. B COSTS FOR REMOBILIZATION (IF REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BECONOUCIED AT THE CONTRACTOR'S EXPENSE. fra 8ng(0BB1Og SBIVByID5 planning energy 14880 28th Ave. N. Ste 140 Plymouth, Minnesota 55447 (763) 476.6010 telephone (763) 476.8532 facsimile www.mttasom Client r■ s CONSTRUCTION Patterson Project BILL'S SUPERETTE Location LINO LAKES, MN Certification 1 hereby certify that this plan, specIfica report was prepared bymapr under, supervision and that i am a duly li professional ENGINEER under of the state O 1 Minnesota. �O\ Michael C. dt Re8Btratjp©.. 2661 Date: 09/07/2012 Nap by{ contact us Tor a wet signed ropy of This p�h Is available upon request at MFRA Inc, h, MN office. Summary Designed: 81519 Drawn:ABS Approved: MCB Book / Page: 727/55 Phase:PRELIM Initial Issue: 09/07/2012 Revision History No. Date By Submittal / Revision A 09/20/12 SEG WATERSHED COMMENTS B 10/15/12 LTA CT COMMENTS C 10.25.12 KIT CITY IANDSCAPECOMMENTS Sheet Title GRADING PLAN Sheet No. Revision 04.01 C Project No. FEN19355 FES 77 LF - 12" CMP 10A5% IE= 916.60 12" PVC SANITARY STUB 12" PLUG, 15 =891.77 12" DIP WITH 12" PLUG ' - . +LF -12 "PVC PNc @ 022% / / 805 IE=91625 3 CY RIP RAP 12" / VALVE 8" GATE 12 "X8 "TEE MH 02 OUTSIDE DROP RE =91750 15=905.90 E \ IE =892.43 NE, SW 38 LF - 15" 11001 @ 0.59% FB-301 / / / IE=906.85 3 CYCL3 RIP RAP /// / 32 LF - 12" HOPE @ 2.2% 1 Ir, / 200 F -8 "PVC @0 % WATERMAI /a__ MH -105 _ WITH SAFL BAFFLE 32" ROOF DRAIN RE= 913.00 �OFiNEC'f IE=908.86 IE= 910.85 SUMP= 904.86 5910 -12 INSTALL 90" ELBOW_ MIN. 1' INTO SUMP PVC @ 2. 11 LF /15 ° HOPE @1.0% / 13 LF .15" HOPE @ 1.2 FES -302 IE =908.15 / 3 CY CL 3 RIP RAP 12° DIP WATERMAIN /// 20110 -21 "PVC PVC @0.7% I// / 128 LK - 15" HOPE @ 059% CBMH -106 RE=912.15 IE=90358 IN) IE=908.41 (SW) PRINSCO TANK WO U60408 15 =90830 ) �� Y L 12)12" -BEND / 12" DIP WATERMAIN MH 01 • RE= 915.00 IE =890.91 CONNECT TO EXISTING SEWERMAIN CONNECT TO EXISTING WATERMAIN UE pb 14.`4-4k \ 102LF -12 "NDPE @1.0% FES-303 10=908.20 3CYCL3 RIP RAP FES -304 - IE= 908.10 3 CYCL3 RIP RAP, PRINSCO TANK WQU60400 IE =90350 • • ;GAS PUMP'. CANOPY s /✓T J LIQUOR STORE 13,362 SF FFE= 917.60 SAN SERVICE �� 6" DIP WM (2) CLEAN OUT E= 909.12 .4a0 INVERT AT BOTTOM OF WALL �-\ i! ®'"Z��, - ELEV.; 91350 � -� ■ (2)6 "- BEND 4'11 RE =916.60 III a p% �� IE =911.87 I' RI III r CBMH -104 RE= 914.50 IE =909.' MH03 RE= 914.30 IE=907.0 1 I6= 906.90 W C1AH -107 WITH SAFL BAFFLE -' RE 91221 ••,L. IE =90921 SAN WYE= 5010 -12" I6 =907.80. NDPE @ 315% 0 " DIP rATERMAIN I ► CO LF- 8" PV 03% 3 qii% 8 =I 94 LF 12 "43PE @0.50%4 38 LF -6 "PVC SAN SERVICE @ 15% Ad is SUMP= 905.13 • INSTALL 90° ELBOW la MIN. 1'INTO SUMP • 15 LF -12 "HOPE@ 0.7▪ % 37 LF -15 "HOPE@ 1.1% CBMH -108 RE= 911.80 I0 =90932 IN) IE =908.65IW) 1410 -15 "HOPE@ 1.1% SAN SERVICE CLEAN OUT 1 =90837 GAS STATION 8,087 SF FFE= 915.90 6" DIP WM MH 301 RE=917.50 IE :933.45 / 97 LF -6 "PVC 8.' SAN SERVICE @ 1.2% 6" GATE VALVE 8" X 6" REDUCER 8" CROSS HYDRANT 6" RSV 8"X6" REDUCER 8"X6" REDUCER MH 03 RE =914.75 11= 908.00 6" GATE VALVE 6 "- BEND CB-103 RE =914.50 IE= 910.30 31 LF- 12 "WC@2.0%o 0 11" WYE CONNECTION, IEt 0 I. 1 B 60 12= 00 F RA N CONNECTION 11=910.84 L asaRr IONE ■14arAnriiminimill 3 N P 8 MAIN STREET SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY QUALITY LEV EL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE /CI 38-02, TITLED "STANDARD GUIDEUNEs FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND /OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILmES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND /OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL LURID ES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER • ' M -1 SANITARY SEWER -► -II FORCEMAIN (SAN.) 0- ► IN -0 WATERMAIN EASEMENT DRAINTILE GAS LINE ELECTRIC TELEPHONE 0- PP - -i 0 -b-(3) ©-0084-- 0) rrr - rrs - - • s - rr, UO UE UT U4 YE U• - UTILITY CONSTRUCTION NOTES A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBUSHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBUC ARE THE UABILTTY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES I5 REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. - 2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 5. RIP RAP SHALL BE Mn /DOT CLASS 3. C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 5 BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION I5 NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIL(ES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CAWNG GOPHER STATE ONE CALL AT 454-0002. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES 0011I5 PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR WILL LL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE 15 NOT INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL B RESTORED IN KIND. LL E FS SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. I. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AU. REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. J. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: -TBD ADDRESS: PHONE: DATED: THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. PRIOR TO PLACEMENT OF AGGREGATE BASE, ATFST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA 5UBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST RO W NG SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND /OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT 5 NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF THE OPERATION. SHOULD THE CONTRACTORS' OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. L THE CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. M. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 40 80 SCALE IN FEET m ]S.aai tS9=n urn" swntowanaSrMNanlwe ra engineering SUNBYIng planning energy 14800 28th Ave N, Ste 140 Rymomh, Minnesota 55447 (163) 476.6010 telephone 1763) 476.8532 facsimile www.mtraeom Client Fendier PatEeison r- 2 CONSTRUCTION Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that this plan, 00001Sca report was prepared by me or under] dJr9ct supetWston and that i am a duly I professional ENGINEER under of Minnesota Michael C Reg8tra n!S ). 2661 Date: 09 /07/2012 the state contact us fora wet signed copy of this available upon request at MFRA, Inc, N office. Summary Designed: MCB Drawn: 885 Approved: MC6 Book / Page: 727/55 Phase: PRELIM Initial 13SUe:09 /07/2012 Revision History No.Date By Submittal / Revision A 0900/12 SEG WATERSHED COMMENTS B 10/15/12 !TA CrlY COMMENTS C 10.25.12 MT MY LANDSCAPE COMMENTS Sheet Title UTILITY PLAN Sheet No. Revision 06.01 C Project No FEN19355 0 / .l■ s AIM. AlltIL t_ .fi►35eais: _ylea tea' Es? tom 14- 7914"*44,111 ORIVt 110' 14T Lgibtotil 4 14 IItr� . �-(i'1 �` , //( \` • Ai /i ♦ \t `8a ?(91rz• 1574 C>74 PLAYA G°4i-ics >2 t:' MAIN STREET PLAN 8" 2-PLY NYLON STRAPS PAINTED FLORESCENT GAUGE WIRE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST- 3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP &ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL L1.02 N.T.S oa25.ms, Iaennu.Rasmrnvtssv,.a Mrr2U5 Uo.-wme.q I"..,"". COUNTY ,","..., OF .:N.", NO. 25 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR 5. TO PLANTING 2. TRIM OUT DEAD WOOD 6. AND WEAK AND /OR DEFORMED TWIGS. DO 7. NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT 8. OR UPTO2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANING HOLE WITH BURLAP AND WIRE BASKET, OF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. PLUMB AND BACKFILL WITH BACKFILL SOIL WATER TO SETTLE PLANTS AND FILL VOIDS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MO 15 EXCESSIVE. NOTE, GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY - 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 -1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA WIRE, 2 -7° ROLLED STEEL POSTS (MnDOT 3401) LD 180" O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH - EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOILS /1 \\ CONIFEROUS TREE PLANTING DETAIL \111 "02/ NTS 2-SAM 245 TREE PLANT SCHEDULE SYM 1 QTY. 1 COMMON NAME BOTANICAL NAME SIZE 1 ROOT I REMARKS INTERIOR PARKING ISLANDS 35 560106RRY CELTBOCODENTALJS 100% OF CANOPY SF 50% OF CANOPY SF 25% OF CANOPY SF OA 14 950 SF (OR 1200SF IN ISLANDS OF 3 +TREES) 600 SF 300 SF MEDIUM TREE 5005F Ng 125SF NN OAK QUERNS EWPSOIDALIS 25" CAL B&B FULL, STR LEADER, 1900 SF 20 GINKO GINKOBILOBA 2850 SF 1425 SF N/A NO V CROTCH 11 SWAMP WERE OAK 13,300 SF (14 TREES) 33,600 SF (56 TREES) QUERNS BICOLOR MEDIUM TREE 24 OHIO BUCKEYE AESCULUS GLABRA SMALL TREE 0 S (O TREES) 0SF OTREES) ,� EXISTING TREE 6 -12" DBH WHITFSPIRE BIRCH CLUMP 0 SF (0 TREES) T 088 MULTIPLE ��� 14 BETULA POPULIF'OUA'WHRFSSRE' LEADER 1. QUANTIFIES SHOWN IN TN PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 2. SEE SHEET 11.02 FOR SHRUB AND PERENNIAL PLANTING LEGEND AND GROUNDCOVER LEGEND GROUNDCOVER LEGEND SOD (ALL DISTURBED AREAS NOT SEEDED) WET SEED MIX. BWSR W3 FREEDOM FESCUE LAWN SEED MIX; 4 VAR. - PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPEO 45 INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BESTRAIGHTTRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. • 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHTTO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACLEPI tD UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. • 5. ALL PLANTING STOCK SHALL CONFORM TOME "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-260. LATEST EDmON, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND 5HAL1 CON5TRUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP UNE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' 0.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERVdS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 10. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL IN ALL STAND ALONE TREE P155. SHRUB BEDS AND MONUMENT 516N5 SHALL BE ROCK MULCH. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DEWERY ON -SITE FOR APPROVAL DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR TREES UNLESS OTHERWISE DIRECTED. 11. ROCK MULCH: ALL SHRUB /PERENNIAL BEDS AND ROCK MAINTENANCE STRIPS SHALL HAVE 4" DEPTH OF DECORATIVE DRESSER TRAP R001 OVER FILTER FABRIC AS SUPPUED BY DRESSER TRAP ROCK INC.; DRESSER, WISCONSIN. ROCK SHALL BE MODEL 11814. 12. STEEL LANDSCAPE EDGING: SHALL BE COLMET. EDGING SHALL BE MODEL 41007 (10.47GAK /47. COLOR SHALL BE BUCK. 13. THE PUN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PUNTING NOTES AND GENERAL NOTES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING 501LOUANTmES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 15. LONG -TERM STORAGE OF MATERIALS ORSUPPUES ON -SITE WILL NOT BE ALLOWED. 16. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE ANY PLANT STOCK NOT PUNTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 17. THE CONTACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATORS, AND PERMITS GOVERNING THE WORK 18. LOCATE AND VERIFY ALL UTILITIES. INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY LmLmES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800- 252- 110616REATEP MINNESOTA / 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCM/ICI OF ANY CONFUCTS TO FAOLRATE PLANT RELOCATION. 19. USE ANTI-DESICCANT IWILTPRUF OR APPROVED EQUAU ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURERS INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 20. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WIm MN /DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 150-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTIW NG R INTO THE TOP 12" OF SOIL 21 ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1- NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 22. CONTRACTOR SHALL NOTIFY THE LANDSC APEARCHRECS AT {EAST 3 DAYS PRIOR 70 PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 23. SEASONS/TIME OF PLANING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED PLANTS: APRIL 1 -JUNE 1; AUG. 21 -NOV. 1 DE0D000S B&B: APRIL 1 -JUNE 1; AUG. 21 -NOV.1 EVERGREEN POTTED PLANTS: APRIL 1 -JUNE I AUG. 21 -OCT.1 NATIVE IX B&B: APRIL PRIL 15-JULY 20 ;21-5.20.15 NATIVE MIX SEEDING: APRIL 15 -JULY 20; 5 PT. 00N 20-0CL O 20 24. MAINTENANCE PROTSHALL BEGIN AINTAIN D UVIILTHEACHALLTIO OF THE WORK ISINPUPS.PLANT INSPECTION RA PROTECTED AND MAINTAINED 0EXCL 'EXCLUSIVE GUARANTEE. OFTHEE M G COMPLETE. L INCLUD HAS WATMAGE,ANDPUNTINMULCH490, ACCEPTED REMOVAL OF DEAD MATERIALS. RE-SETTING PLANTS TO SHALL OPE0600 KEEPING PL CULTIVATING, S NPLUMB MULCHING, REMOVAL C PEAR E, TEEOW. ER SHALLA PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A WOMB POLE ON. CONTRACTOR ACCEPTANCE, THE TO RESPONSIBLE F MAINTENANCE PLUMB THOUGH HOWEVER RANTOPERIOD, SHALL CONTINUETO BE RESPONSIBLE FOP KEEPING THE TREES PLUMB PLANT NOMAHOUT. THE WHICH GUARANTEE TURNRIOD. 25. MALLB PROMPTLY WHICH DIES, ME BROWN, OR REPLACED WITH MATERIAL THESAMUNEEOFT QUANTITY, SHALL BE 690MPE LG ALL REMOVED FROM THE 0ENO STEAM) C AO WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND ERIIANDMEETINGALLTERING LANDSCAPE EDULE WHICH VOLLM SPECIFICATIONS. 26. WATERING: MNNTNWEATHE, WATER R MORE OMENWILLTUIRE )BY WATER Of HEAT TIRES SUCHAw WILTING LEAVES. DRY WEATHER ,MOREOFTENJOREOWATEBY0 ODETERSNHUT STRESSSUCHAS WILING MAKE THE NECESSARY MOISTURE UNDER MULCH WATER. 27. WATERING TO DETERMINE NEED. CONTRACTOR SHALL LACOTSE LLCEUESARRANGEMENTSFORWATER. 20. ALNTRACTOE ARE REQUEST TO BE 00.0, ARE TO RECEIVE 4" IL, AND ON. 28. 68 SSLSOB5AINED. TO BE SODDED, ARE TO RECEIVE 4" TOP SOIL. AND WATER UNTIL HEALTHY STAND OF GRASS G OBTAINED. 29. IRRIGATION SYSTEM OR ROTORS DESIGN BUILD, 546 OF I" PER FOR PRIOR GATE ALL P IRRIGATE ILL A SOO D WITH mHERSAT.25 PEW INTMINIMUM DESIGNUI1"PERWEEK. IRRIGATE THE COALLSLOF THESWITH ADRIPSTYLE K SYSTEM R E AT PIPE" PPROVIDED 8Y ME A TOTAL NICAL 4QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A25'TYPE K SOURCE PIPE H LL IRRIGATE EA E MECHANICAL 30. CONTACTOR SHALL BRI6ATETHE ENTIRE PROPERTY. CITY CODE VEHICULAR HARDSCAPE TREE CANOPY COVER REQUIRED (VEHICULAR HARDSCAPE (SOX CANOPY COVER PERCENT) (124,728 SFX 4016)= 49,89155 REQUIRED PLANTING LOCATION INTERIOR PARKING ISLANDS WITHIN 7' OF VEHICULAR HARDSURFACE 7-12' FROM VEHICULAR HARDSURFACE ASSIGNED CANOPY COVERAGE VALUE 100% OF CANOPY SF 50% OF CANOPY SF 25% OF CANOPY SF SF OF CANOPY COVERAGE ASSIGNED TO EACH DECIDUOUS TREE LARGE TREE 950 SF (OR 1200SF IN ISLANDS OF 3 +TREES) 600 SF 300 SF MEDIUM TREE 5005F 250 SF 125SF SMALL TREE 2505F 125 SF N/A EXISTING TREE 6 -12" DBH 1900 SF 950 SF N/A EXISTING TREE 12 "+ DBH 2850 SF 1425 SF N/A CANOPY PROVIDED SF OF CANOPY COVERAGE ASSIGNED TO EACH DECIDUOUS TREE LARGE TREE 13,300 SF (14 TREES) 33,600 SF (56 TREES) 0 SF (O TREES) MEDIUM TREE 0 s (O TREES) 3,500 SF (14 TREES) 0SF (O TREES) SMALL TREE 0 S (O TREES) 0SF OTREES) EXISTING TREE 6 -12" DBH 0 SF (O TREES) 0 SF (0 TREES) EXISTING TREE 1r. DBH 0 SF (O TREES) 0 SF (0 TREES) TOTAL 13300 SF (14 TREES) 37,100 5F (70 TREES) 0 5F (O TREES) FOUNDATION LANDSCAPE REQUIREMENTS (WITH IN 15' OF BUILDING) REAR AND SIDES: 1 LARGE TREE AND 3. LARGE SHRUBS PER 100 LF FRONT AND STREET: 2 LARGE TREES AND 6 LARGE SHRUBS PER 1001E ' GAS STATION: REQUIRED: 6 TREES, 18 SHRUB (200' SIDE /REAR, 220' FRONT /STREET) PROVIDED: 6 TREES, 22 SHRUBS UQUOR STORE: REQUIRED: 6TREES, 18 SHRUB (370' SIDE/REAR, 148' STREET /FRONT) PROVIDED: 8 TREES, 21 SHRUBS OPEN AREAS LANDSCAPE STANDARDS 1 LARGE TREE AND 3 LARGE SHRUBS PER 2000 SF TOTAL OPEN AREA 5F: 63,100 SF REQUIRED: 32 TREES, 96 SHRUB PROVIDED: 32 TREES, 96 SHRUBS BUFFER AND SCREEN STANDARDS PARKING: DOUBLE ROW HEDGE, TRIANGLE SPACING, 30" TALL,YEAR ROUND SCREENING. BUFFER TO RESIDENTIAL 6' BERM /FENCE SCREEN WITH 50% OF FENCE SHRUB COVERED BOULEVARD TREES REQUIRED: 1 TREE PER 70 LF. 14 TREES (950 LF) PROVIDED 16 TREES 50,400 SF PROVIDED 49,8915F REQUIRED NORTH C 40 80 SCALE IN FEET englneenng surveying planning 050500 14800 2885 Ave. N, Ste 140 Plymouth, Minnesota 55447 (763)476.6010 telephone 1763) 476.8532 facsimile www.mtra.com Client Project BILL'S SUPERETTE Location LINO LAKES, MN Certification I hereby certify that th3 survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. C:\1ly Document. \Kevin Tppn.pg Kevin Teppen Registration No.28980 Date: 10.25.2012 This certification b not valid unless wet signed in blue • fapph able, contact to for a wet signed copYOf this survey which Is available upon request at MFRA, InC, Plymouth, MN off ice. Summary Destgned:MCB Drawn:ABS Approved: MCB Book / Page: 727/55 Phase:PREUM Initial Issue: 09/07/2012 Revision History No. Date By Submittal / Revision A 05/20/11 5EG WATERSHED COMMENTS B 10/15/12 /TA CRY COMMENTS C 1025.12 KIT CRYLANOSCAPI COMMENTS Sheet Title TREE AND GROUNDCOVER PLAN Sheet No. Revision L1.01 C Project No. FEN19355 • • • • WEST ELEVATION •i I J• -• : -, •i 1- •• .i! •• •• 1100 010• NI 010 NM 01100 MI AIM •i _•• Y .._ �. i• :-• --- -- -s -- ids-- ii--- ---- ••111•--- --- -i- 1 -r • ii—_— iii— i--- _iii---- i`---i_iii••ir• •Aw� -i •w�•i��-- ii•••ii viii •••ii� -- a— .i�—/00i — ii— •aiiii. 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NORTH ELEVATION SOUTH ELEVATION •r■r ••••0•101•14 • • • - • - - -• •■••• i•—•• ••=•• •• = —■ •• =•i 1• �•i .. in: i• • ^i• ......... i•�r• • • • 1=•— ••=i• •11• 1111•••i•iRiii• 0001001000.0010110•0•0•M•10•11.•• ••ii••• �••O••ii•. •iir —• - -- -rrri ••i••Ni —i--i• •• —••0 •i•iiN •iW s as • , •it #••••••— •■•••• 1—n1 •••••■••••••r NErr 1•101111•11•11••••=110•MI=0•1•111•111 10110•11 1- ------ - - - i-• - siiiii rw ri ••••• or• ii•• i•• i ••••i•iii•i•ii•ai••iiii•••••••. _- !— _iii -- ■•i•ii EAST ELEVATION • • • 1 Lino Lakes, Minnesota 10 -15 -2012 PREFINISHED METAL CAP FLASHING BRICK DETAIL PREFINISHED METAL AWNING DECORATIVE LIGHT BRICK ROCKFACE BLOCK ANNODIZED ALUMINUM STOREFRONT Exterior Rendering 112 -0087 DJR • • • ====== WIIIN•11211[1110M1011111= flpElo-_ -_ :MOIONA MN 411•111 IMMO TMOI AIM r• NM AMID SIMI ft= it 1- � 1•WZIZl�N�_�� �LL1=117 �i� __-i-___si__i_�iSalEi�� aii i MI MU Mt" w° =• LLB =MINI 1.1.111 1111.l��_��r MINU t ! rlrsl !: • � !! 1 "WEST ELEVATION r! MVO. y!!�n !l_ls_r__iirr_! !!i__rr _ ir__r_rirrii_.i_ l_!!l ('NORTH ELEVATION *IN - 11=M1111111 • !r III Or r•!! 111.13:1 lira_ i_llis!___l__MIN!!_ rez s = r r _S :iniL� OM MON IMO AM. MEI IMO 1.1 IMP OM NM • ra MI6 rat .811Z SIM NMI �% W MOS Mat BEI MN I Mal MO= rat 111111r1101111111.1101•1•1111110.111 11111111111MIM.11.111011111100111 M. MIMI ME Mt 110•11.1•111•1111111•11110110 =MIMI 0= WM °SOUTH ELEVATION .1111111•1•1 Cal•a•bautas •_r•i_•ii s_i rusri_rrs_!u r_i__s_r_ -ii !!r___- -uAa, !__!_l i=_! =_m!==!_!i!_lrii_!!!•i__!_iq__lf ___!_ _!!!==_H_r1r r_aisrasv �__rOr__ .0ro_�!r!_rsr Magi! MMMMMMM 111111111M11= MMMMMMM RI °EAST ELEVATION slsi1•1ir_! •l Lrr_rrr_! rm_ssssssss�s®rsi._. ifrerrirr_r__llir_i_r_ll _ _r!_lrrrrrrr� Lr -rsrr_ IMMIIINEMB • t Lino Lakes, Minnesota 10 -15 -2012 PREFINISHED METAL CAP FLASHING BRICK DETAIL PREFINISHED METAL AWNING DECORATIVE LIGHT FACE BRICK ROCKFACE BLOCK ANNODIZED ALUMINUM STOREFRONT Exterior.enderi a 112-008F DJR PLANNING & ZONING BOARD AGENDA ITEM 6A • STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: November 14, 2012 REQUEST: Discussion Item: Temporary Signs • • REVIEW DEADLINE: Not Applicable, City initiated BACKGROUND The City Council has received some concerns regarding the City's temporary sign requirements. The expressed concerns appear to deal primarily with the length of the time period allowed. The Sign Code currently limits temporary sign displays as follows: One temporary sign permit is allowed per quarter of any calendar year. Permit is good for 17 consecutive days. The time limitations appear to be problematic for institutional uses that have periodic events such as boy scout signups, athletic tryouts, camps etc. Commercial uses that have similar frequent "events" or "specials" have also have similar concerns. REQUESTED BOARD DIRECTION The City Council has requested that the Planning & Zoning Board review these standards and determine if any changes are warranted.