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HomeMy WebLinkAbout02/09/2005 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, February 9, 2005 6:30 p.m. City Council Chambers (scheduled to be televised on Ch. 16) AGENDA I. CALL TO ORDER AND ROLL CALL II. APPROVAL OF AGENDA III. APPROVAL OF MINUTES: January 12, 2005 IV. OPEN MIKE V. ACTION ITEMS A. Elect Chair and Vice -Chair for 2005 B. PUBLIC HEARING for a Preliminary Plat for Angie's Acres, Al Powers, 290 Elm Street — Paul Bengtson C. PUBLIC HEARING for a Preliminary Plat for Marshan Lakeview, James Funkhouser, 595 Marshan Lane — Paul Bengtson D. PUBLIC HEARING for Conditional Use Permit Amendment, and Site Plan Review, to allow for additions to existing building, Molin Concrete, 415 Lilac Street — Paul Bengtson E. PUBLIC HEARING for Circle Pines Registered Land Survey for Lots 11 and 12, Block 8, and Lots 9 -14, Block 10, Lexington Park Lakeview — Jeff Smyser F. PUBLIC HEARING for a Rezone from Light Industrial to General Business and a Conditional Use Permit, 7309 Lake Drive, Bruce Hanson/Auto Brokers, Inc. — Jeff Smyser G. Final Plat for Highland Meadows East 2 "d Addition — Paul Bengtson • • • H. Final Plat for Oakwood View — Paul Bengtson I. Final Plat for Century Farm North 3`1 Addition — Paul Bengtson J. Final Plat for Turnberry Crossing (formerly known as Marshan Townhomes 2" Addition) — Paul Bengtson VI. DISCUSSION ITEMS A. AUAR Update VII. ADJOURN • • • CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : January 12, 2005 TIME STARTED : 6:35 P.M. TIME ENDED : 8:43 P.M. MEMBERS PRESENT : Hyden (arrived at 7:01 p.m.), Laden, Pogalz, Rafferty, Root, and Tralle. MEMBERS ABSENT : None. STAFF PRESENT : Jeff Smyser; James Studenski; and Paul Bengtson I. CALL TO ORDER AND ROLL CALL Chair Rafferty called the Lino Lakes Planning and Zoning Board meeting to order at 6:35 p.m., January 12, 2005. II. APPROVAL OF AGENDA The agenda was approved. III. APPROVAL OF MINUTES: DECEMBER 8, 2004 Mr. Tralle made the following correction: Page 8, Mr. Laden seconded the motion to adjourn. Mr. Tralle made a MOTION approve the December 8, 2004 Minutes and was supported by Mr. Laden. Motion carried 3 -0 -1 (Mr. Root abstained). IV. OPEN MIKE Chair Rafferty declared open mike open at 6:38 p.m. There was no one present for Open Mike Mr. Pogalz made a MOTION to close Open Mike at 6:39 p.m., and was supported by Mr. Tralle. Motion carried 4 -0. DRAFT MINUTES Planning & Zoning Board January 12, 2005 Page 2 V. ACTION ITEMS A. CONTINUED PUBLIC HEARING for a Conditional Use Permit and Site Plan Review for construction of a church, Kingdom Hall of Jehovah Witnesses, 69XX Lake Drive Staff stated applicant had requested approval of a Conditional Use Permit to allow a church (Kingdom Hall of Jehovah's Witness) on a 4.07 acre lot located on the east side of Lake Drive. The Comprehensive Plan guides the site for low - density, un- sewered residential use and it is zoned R -1 (Single Family Residential). A site plan review will be completed administratively. He noted this item was first heard by the Planning & Zoning Board on November 10, 2004 and was continued to the December 8, 2004 meeting. The applicant did not get revised plans submitted or hold a neighborhood meeting, so it was subsequently continued to the January 12, 2005 meeting. The applicant held a neighborhood meeting on December 21, 2004. He presented staff's analysis and recommended approval subject to the following conditions: 1. The applicant must obtain a permit from Rice Week Watershed District prior to City Council approval. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. The project must obtain a permit from Anoka County for any work in the Lake Drive right -of -way. 4. The applicant must submit revised building elevations depicting additional windows prior to this item being heard at a City Council meeting. 5. The use of outdoor lighting for parking lots shall be turned off one (1) hour after closing, except for approved security lighting. 6. All illuminated on- premise signs shall be turned off between 12:00 a.m. and sunrise. 7. The lighting plan must be revised to indicate the security and sign lighting, and to meet the foot candle limitations of the zoning ordinance prior to this item being heard by the City Council. 8. Any trash storage will be required to be done within the proposed building, accessory shed, or some other City approved storage area. 9. Revise the landscape plan to depict a row of evergreen hedges on the east side of the parking lot prior to this item being heard by the City Council. DRAFT MINUTES • • • • • • Planning & Zoning Board January 12, 2005 Page 3 10. Parking lot lighting standards and fixtures shall be painted forest green to blend with the natural surroundings. 11. An automatic fire sprinkler system shall be designed and approved by the Centennial Fire District prior to this item being heard by the City Council. 12. The church shall connect to the municipal sanitary sewer system within 24 months of the public service becoming available. 13. The City has the right to periodically review this Conditional use Permit for compliance with these conditions and for the protection of the public health, safety and welfare. 14. Right turn lane provided as recommended by Anoka County and a left by -pass provided as recommended by Anoka County. Mr. Laden stated it appeared that Anoka County had a concern with the site corners. He asked what those concerns were and had they been addressed. Mr. Bengtson replied Anoka County had indicated the right -of -way was adequate, however, the site corners for the proposed driveway location was a concern with the existing trees located where they were and those trees would need to be removed with no landscaping being placed within the site corners. He stated Anoka County also suggested moving the structure farther back from the site corners. Mr. Laden asked how the building was an obstruction to the site corners when it was 50 feet back. Mr. Studenski replied he did not believe the building would be an obstruction. Mr. Tralle asked if the tree removal should be a part of the conditions. Mr. Bengtson replied that was up to the Board, but Anoka County would not approve this if the trees were not removed, so making this a condition would not be necessary. Mr. Hyden arrived at 7:01 p.m. Mr. Smyser stated staff would clarify Anoka County's concerns prior to the Council meeting. Mr. Root asked at what point would it be required they come back to the City to get approval for regular trash service. Mr. Bengtson replied it would be up to applicant to come back to the City if they needed a dumpster, but they would be required to meet the requirements for trash storage, which included screening. Mr. Root asked how the conditional use was interpreted for this property. Mr. Bengston responded this application was specifically for a Church or House of Worship. Mr. Smyser stated this Conditional Use Permit would be for a House of Worship and if it would be changed to some other use, it would need Council approval. He stated a Conditional Use Permit ran with the land, not the owner or business. DRAFT MINUTES Planning & Zoning Board January 12, 2005 Page 4 Chair Rafferty invited those for or against this proposal to make comment. There were no comments made from the public. Chair Rafferty invited applicant to make comment. Mr. Root asked why were there no elevations shown or windows shown as noted by staff. David Knutson, 38 West Golden Lake Road, Circle Pines, replied the engineer had not shown up yet, but he believed the elevations were on shown on the plan. He stated he did have an updated plan showing the windows, which he had forgotten to give to the Board. He showed the Board members a drawing indicating where the windows would be located. Mr. Root asked if there had been a neighborhood meeting as requested by the Board. Mr. Knutson replied 15 neighbors had been invited to a neighborhood meeting held on December 21, 2004. He indicated two residents showed up from the same household and those resident's concerns were discussed. He stated that resident's main concern was lighting and screening and they were working with them on this issue. Mr. Laden asked if the fence was a continual fence, or was it broken up by landscaping. Mr. Knutson replied he believed the fence was broken up with trees and shrubs. Mr. Laden stated he liked that idea, but did this come out of the neighborhood meeting. Mr. Knutson replied it had not. Mr. Tralle asked if there was a kitchen proposed in the building. Mr. Knutson replied there would be a sink and a refrigerator, but they did not intend to add a stove or other cooking facilities at this time, except possibly a microwave. Mr. Tralle asked if there would be natural prairie grass around the pond. Mr. Knutson replied they would be using a seed mix. Mr. Tralle recommended they upgrade their seed mix to six or above in order to reduce the weeds and have a more pleasing appearance. Chair Rafferty asked where the security lighting would be located. Mr. Knutson replied motion lights would be placed at the service door and at the front entrance. Chair Rafferty asked if they were intending on construction a shed and if so, what would it be used for. Mr. Knutson replied it would be extra storage for chairs and a lawnmower. He stated they believed it would be a wise choice to build a shed at this time, as long as they could get the same building materials as they were using on the main building. Chair Rafferty stated he did not like all of the free standing structures being proposed on new structures and he would prefer to have the structures connected. Mr. Knutson replied it was his understanding that it was against Fire Code to have a structure attached that stored gasoline. DRAFT MINUTES • • • • • • Planning & Zoning Board January 12, 2005 Page 5 Mr. Laden stated as long as a fire wall was in place, the structures could be connected. Chair Rafferty asked if they intended to have manicured lots. Mr. Knutson replied they intended to mow the lawn, except in the easement. Chair Rafferty asked if the entire congregation was moving to this new church. Mr. Knutson replied that was what they were expecting. He pointed out that one of the two meetings held during the week was a small bible study group of approximately 15 people. The other meeting was a full service. Mr. Tralle stated he concurred with the Fire District that it was important to have a sprinkler system. Mr. Knutson replied there was no way to get around not having a sprinkler system and they would sprinkle the building, but they had not drawn up those plans yet. Mr. Tralle made a MOTION to close the public hearing at 7:29 p.m. and was supported by Mr. Pogalz. Motion carried 5 -0. Mr. Laden made a MOTION to recommend a Conditional Use Permit for construction of a church, Kingdom Hall of Jehova's Witnesses, 69XX Lake Drive, subject to the fourteen (14) conditions as noted in staff's January 12, 2005 report and was supported by Mr. Tralle. Chair Rafferty stated he saw a clear distinct difference in location between the church in Hugo and this proposed church and he was not comfortable with the location and the parking in such close proximity to residential homes. Motion Tied 3 -3 (Pogalz, Haden, Rafferty). B. VARIANCE TO SIDE YARD SETBACK FOR EXISTING GARAGE, KENNETH MUEHLSTEDT, 2221 REILING ROAD Staff stated applicant was requesting a variance to allow a 1.2 foot side yard setback for a detached accessory structure (garage) where 5.0 feet is required. He noted according to City records, a building permit was issued for a 26 -foot by 30 -foot (780 square foot) detached accessory structure (garage) for the subject property on April 21, 1987. At some point, the property owner built a 10 -foot by 30 -foot (300 square foot) addition to the rear of the garage without obtaining the proper building permits from the City. He stated the City received, as part of a building permit application for the adjacent property to the west, a certificate of survey from Kurth Surveying, that depicting the addition as being within the five foot setback area as required in the R -X (Rural Executive) zoning district. He indicated on April 23, 2004, the City's Building Department contacted the resident at 2221 Reiling Road in regards to the Certificate of Survey submitted for the construction of a single family dwelling at 2215 Reiling Road. This survey depicted a portion of the DRAFT MINUTES Planning & Zoning Board January 12, 2005 Page 6 existing detached accessory structure (garage) setback 1.2 feet from the side property line. The resident was informed that the structure would either need to be made to meet the 5.0 feet setback, and if it were to remain in any way, the resident would need to obtain a building permit. He stated the City's Building Department again contacted the resident at 2221 Reiling Road on September 17, 2004 to reiterate the options for the detached accessory structure (garage). He noted on November 24, 2004, the Community Development Department received an application for this Variance request to allow a 1.2 foot side setback for a detached accessory structure (garage) where 5.0 is the minimum required by the zoning ordinance. Staff presented their analysis and recommended denial of the variance based on the five findings of fact outlined in staff's January 12, 2005 report. Staff also recommended within 30 days of the City Council's final action, the property owner is required to apply for a building permit for any portion of the un- permitted structure that is to remain. This permit application will need to include a survey of the subject property along with any documentation required by the Building Department. Staff stated any portion of the un- permitted structure that is to remain must comply with all building code requirements and within 90 days of the City Council's final action, the un- permitted structure must be brought into conformance with the setback requirements. Mr. Tralle asked if the original structure, without the addition, was in compliance with the five foot setback. Mr. Bengtson replied the original structure was approved by the City and a Building Permit had been issued. Applicant was not in attendance. Julianne Markiewicz, attorney for Sally Bachmeier, adjacent property owner. Stated the original structure was actually 8 inches within the five foot setback, so it did violate the setback. She noted her client concurred with staff's comments. She pointed out there had been a cement slab over the property line and Mr. Muehlstedt cut the cement slab so it was now flush with the property line. She requested that cement slab be removed. She stated her client was forced to build a fence on the property line for privacy. She stated the discussion in staff's memo accurately states all of the factors necessary for a variance and they concurred with those findings and they would ask that the variance be denied. She asked if they could add a condition that an inspection be done and another condition removing the cement slab. Mr. Pogalz asked if this was something that should be handled by the Court, or is this due process. Chair Rafferty responded they had to handle the variance issue. Mr. Tralle asked who took the photographs in their packet. Mr. Bengtson replied the photographs had been submitted by the applicant. Ms. Markiewicz presented photographs to the Board taken by Ms. Bachmeier. DRAFT MINUTES • • • • • • Planning & Zoning Board January 12, 2005 Page 7 Chair Rafferty asked Ms. Bachmeier how she got along with Mr. Muehlstedt. Ms. Bachmeier, 2215 Reiling Road, replied it was not a pleasant experience and she would like to sell. Mr. Tralle asked if there were any other encroachments. Ms. Markiewicz replied there was another issue with the septic system that was presently in the Anoka County Courts. Mr. Laden asked if there was a setback requirement for a cement slab. Mr. Studenski replied to his knowledge, there was nothing specifically, but he would check with the building official. He stated typically the newer City lots, could not have anything placed within the drainage easement, but these were old lots and they did not have drainage easements. Chair Rafferty asked that the eight inch encroachment into the setback be verified and if there was something that should be done about it, that proper measures were taken. Mr. Laden asked which department in the City would handle a violation of the storage of personal property. Mr. Bengtson responded that was handled as a joint effort between the Police Department and the Community Development Department. He indicated the Building Department could also be involved. Mr. Laden stated regardless of whatever recommendation the Board has and the homeowner takes, he asked if an as -built survey would be provided by applicant after the work was completed. Mr. Bengtson replied the Board could add that as a condition if they wanted. Mr. Root asked if they should add as a condition that the slab be removed. Mr. Smyser replied they could add a condition that staff do further investigation regarding the slab and the 8 inch encroachment issues. Chair Rafferty asked if there was an identification of how many structures could be on this particular lot in this zoning. Mr. Bengston replied there were guidelines and this did meet the size limitations, even if they were allowed to keep the addition. He stated this was the only storage structure, so they would be under the number allowed. Chair Rafferty stated he believed there were additional structures. Ms. Bachmeier stated they also had a storage shed. Mr. Smyser stated the Building Code required a permit if it was a certain size, but if it was under that size a permit was not required. He stated he believed they were allowed two accessory structures and the issue was the setback, not the number of accessory buildings or size. Ms. Markiewicz asked with respect the cement slab issue, if the variance was denied and the structure complied with the building code requirements, there would be a cement slab sitting on the property line while the accessory structure would be away from it and on aesthetics alone, they would like to have the slab removed. DRAFT MINUTES Planning & Zoning Board January 12, 2005 Page 8 Lloyd Chalupsky, 2215 Reiling Road, asked if the overhang was a part of the five foot setback. Mr. Bengston replied the overhang was allowed into the five foot setback. Mr. Pogalz made a MOTION to recommend denial of the variance to allow a 1.2 foot side yard setback for a detached accessory structure (garage) where 5.0 feet is required requested by Kenneth Muehlstedt, 2221 Reiling Road based on staff s recommendations as outlined in staff's January 12, 2005 report and adding a fifth recommendation that the concrete slab that falls within the five foot setback be investigated by staff and removed if necessary and was supported by Mr. Haden. Mr. Laden added an amendment number six that an as -built survey be completed by the applicant. Mr. Haden asked if that had not been addressed in condition number 2. Mr. Bengtson replied a survey would be required, but not an as -built survey. He stated it was staff's intent to not have applicant prepare two surveys. However, if the Board wants an as -built survey, this could be added. Mr. Laden replied he wanted an as -built survey prepared by applicant. Mr. Pogalz accepted Mr. Laden's amendment. Mr. Hayden concurred. Motion carried 5 -0. VI. DISCUSSION ITEMS A. Temporary Signage Update Mr. Smyser noted the Board had been discussing the temporary signage issue for some time. The goal was to prepare amendments to the existing sign ordinance. At the November meeting, the P &Z agreed on specific requirements for portable signs and banners. These would be incorporated into an ordinance amendment. Mr. Laden asked if they needed to add something that the City had the right to remove a sign that did not have a permit. Mr. Smyser replied the owner of the sign would be cited and required to take it down, or else they would be taken to Court. Mr. Bengtson stated the requirement to have banners be professionally lettered should also be added as a condition. Mr. Laden asked what would be considered professional lettering. Mr. Bengtson stated they could require that there be no handwritten signs. Mr. Smyser stated they could look into this more. Mr. Laden stated a design artist could make a sign look hand lettered as a design element. Mr. Laden stated he felt as long as they paid a permit fee and it was a limited time, the applicant could do the sign however they wanted. DRAFT MINUTES • • • Planning & Zoning Board January 12, 2005 Page 9 • Chair Rafferty stated he liked the idea of having a sign professionally lettered. Mr. Haden agreed that they should state the signs are professionally lettered. • • The Board decided to add professionally lettering to the banners. Mr. Smyser states stringers were allowed at the present time, but they could be eliminated completely also, which was his preference. He indicated a definition should also be added. Mr. Hyden asked why staff did not like stringers. Mr. Smyser replied he believed they were unsightly, but he could see a business having them up for a couple of weeks when they were having their grand opening, but he did not like the idea of them being up for a long period of time. Mr. Hyden noted an applicant could only apply for the stringers, or a banner and not both and that a stringer could only take up 32 square feet. Mr. Smyser replied what existed right now was not relevant and they needed to decide how they wanted this for the future. He stated if they were going to require permits for the stringers, banners and stringers both would not be allowed and there would be a time limit for stringers also. However, they could also prohibit them. Mr. Pogalz noted if stringers were treated the same way as banners, he did not believe anyone would come in and apply for a stringer permit if they were only allowed to have one or the other, so he agreed they should be prohibited. Mr. Root stated there might be a situation where the pennant had words on them, but he agreed it should be treated as a banner. Mr. Laden stated he believed there were appropriate uses for pennants and did not think they should be part of the banners. Mr. Tralle noted typically pennants are used in car lots and model homes. Mr. Hayden stated pennants could be attached to the building also. Chair Rafferty stated he was in favor of prohibiting stringers because of the aesthetic look. Mr. Hayden asked what the definition of a pennant was. Mr. Laden stated a used car lot was an appropriate use of pennants as long as they were properly maintained. Mr. Haden stated he viewed pennants as being used for a new business opening. He acknowledged model homes used them to bring the attention to the new homes and car lots used them to draw attention to their lots. He noted pennants should be kept under the 32 square foot rule and be limited to a number of days, but he did not believe they should be ruled out entirely. He believed it was an either or situation and both banners and pennants should not be allowed. DRAFT MINUTES Planning & Zoning Board January 12, 2005 Page 10 Mr. Tralle stated it was a tradition on a used car lot to have pennants and the pennants on the car lot by his home were very well maintained. Mr. Laden asked if they could grandfather in a business. Mr. Smyser replied a business could not be grandfathered in if a permit had not been originally pulled. Mr. Laden stated they could define this as a banner. Mr. Smyser replied staff would need to investigate the 32 foot rule because it would be difficult to measure a stringer as well as difficult to enforce. Mr. Root stated he believed a stringer was a banner and should be handled as a banner. Mr. Pogalz stated he did not believe anyone would pull a permit for a stringer. Mr. Tralle asked how staff defined a "quarter ". Chair Rafferty stated he believed quarters should be based on a calendar year. Mr. Smyser replied that was how staff was defining it. Mr. Smyser stated window signs were the most difficult to regulate and it was his recommendation that window signs not be regulated as long as they were inside the building. Mr. Laden asked if there were any regulations on flashing or neon window signs. He stated he was okay with neon signs, but not flashing signs. He asked if they wanted to deal with this. He expressed concern about homes facing a retail area with flashing window signs. Mr. Smyser replied the current ordinance did not allow flashing signs, but staff would investigate this further. VII. ADJOURNMENT Mr. Tralle made a MOTION to adjourn the meeting at 8:43 p.m., and was supported by Mr. Pogalz. Motion carried 5 -0. Respectfully submitted, Kathy Altman, Recording Secretary TimeSaver Off Site Secretarial, Inc. DRAFT MINUTES • • • • • • AGENDA ITEM V.B. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: BACKGROUND Preliminary Plat Angie's Acres A and J Properties have requested approval of a single - family residential development entitled Angie's Acres. The subject property is located adjacent to the southeast corner of Elm Street and Rice Lake Lane and is currently developed with one single - family dwelling. The applicant is proposing to divide the 39,600 square foot lot into two buildable lots of 23, 346 square feet and 14,610 square feet; and one 1,644 square foot outlot that will be combined with the property owner to the south. The existing single - family dwelling will remain on the larger lot, and the smaller lot will be used for new construction. ANALYSIS The following is a summary of the of the proposal: Site Area 39,600 square feet Upland Area 39,600 square feet Total Buildable Lots 2 Density 2.19 units per acre Comprehensive Plan, Land Use and Zoning: The table below identifies the existing land use and zoning as well as guided land uses for the area. Location Existing Land Use Guided Land Use Existing Zoning R -1 Site Single Family Dwelling Low Density, Sewered Residential North Single Family Dwellings Low Density, Sewered Residential R -1 South Single Family Dwellings Low Density, Unsewered Residential R -1 East Single Family Dwelling Low Density, Sewered Residential R -1 West Single Family Dwelling Low Density, Sewered Residential R -1 • Growth Management Angie's Acres Page 2 Growth Management, Units/Year: As seen in the table at the end of this report, 165 lots have been approved for year 2005. The recent ordinance amendment to the growth management policy has eliminated the City Council's ability to allow 20% more discretionary lots over the 147 -lot maximum per year in the future. However, as was discussed when this ordinance was adopted, the projects that were already in the approval process could still be considered for the remaining 6 discretionary lots for calendar year 2005. MUSA Reserve: The comprehensive plan and the growth management policy establish a specific number of MUSA acres for residential growth for stage one (prior to year 2010). The subject site is already within the current MUSA boundary. Preliminary Plat Lots: The minimum lot size in the R -1 (Single Family Residential) zoning district is 10,800 square feet of upland. The two lots being created by the proposed plat will consist of 23,346 square feet and 14,610 square feet respectively. Lot 1 is sufficient in size to meet the minimum setback requirements for the existing single- family dwelling. The 1,644 square foot outlot will be combined with the property to the south and therefore will not be subject to the minimum lot size requirements of the code. This is being done to accommodate some existing improvements that were done by the southern property owner on the subject property. Streets: No new streets are needed or proposed as a part of the proposed preliminary plat. A new driveway from Elm Street will be needed for Lot 2, which is required to be a minimum of five feet from a side property line. No additional right -of -way is necessary on Elm Street, as it already has the complete 60 feet of right of way needed from centerline. Wetlands: The subject site does not have any existing wetlands. Park / Open Space: The proposal does not include any land dedication for parkland, only a cash dedication will be required. Park dedication fees will be calculated as required by city policy. An existing trail on the south side of Elm Street adjacent to lots 1 and 2 of the proposed preliminary plat will not be affected by the proposed preliminary plat as it lies within the Elm Street right -of -way. This trail will need to be maintained by the property owner during construction as noted in the City Engineer's comments. Utilities: Adequate municipal services exist within the Elm Street right -of -way, and both properties will be required to connect to municipal services. • • • • Angie's Acres Page 3 Grading and Drainage: Easements are required adjacent to property lines (5 feet side -yard and 10 feet front and rear - yards). An existing retaining wall would be located within the required drainage easement, and an encroachment agreement will need to be completed for this and all existing or proposed encroachments prior to the recordation of the final plat. The City Engineer has completed a thorough review of the submitted plans, and his memorandum is attached at the end of this report. The applicant will be required to satisfy all of those comments prior to recordation. OPTIONS. a. Approve the Preliminary Plat subject to conditions. b. Deny the Preliminary Plat subject to conditions. c. Return to staff with direction. RECOMMENDATION Staff recommends approval subject to the following conditions: 1. Both lots shall connect to city sanitary sewer and water, assessments for both lots will be recorded with the final plat. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. Park dedication shall be paid in accordance with city policies. 4. The outlot will be combined with the southern property at time of recordation. This review is based on the following plans and information: 1. City Engineer Comments dated January 21, 2005. 2. Certificate of Survey, received January 10, 2005. 3. Preliminary Plat, received. January 10, 2005. 4. Grading, Drainage, Erosion Control Plan, received. January 10, 2005 •LOTS /UNITS Development Name approved prelim. plats as of February 3, 2005 Phasin• •fans b ear lots /units to be final .tatted Prelim year end Plat 2002 2003 2004 2005 2006 2007 2008 2009 2003 -09 total max. 1029 Stoneybrook 103 51 0 2nd Addn 0 52 52 Century Farms North 249 56 65 52 43 33 249 Keefe: prel plat, not final plat 1 1 1 Morton (minor subdiv) 0 1 0 1 Ravens Hollow 56 0 56 56 Haley Manor (10 new Tots) 10 10 0 10 Crystal Cove 3 3 0 3 Millers Crossroads 152 22 47 51 32 152 Lakeview Estates (2 new) 2 2 2 Snell (minor subdivision) 0 1 1 Pheasant Hills Pres. 13th 1 1 1 Justin's Preserve 1 1 1 Marshan Estates 4 4 4 Rice Creek Church duplex 2 2 2 Rice Church: Oakwood View 10 10 10 unes Addn 2 2 2 ighland Meadows East 2nd 18 18 18 Marshan Townhomes 2nd 23 23 Pheasant Hills 12th island 8 8 8 West Shadow Ponds 2nd Add 1 1 1 Vaughan Addition 5 5 5 Angie's Acres (1 new) 1 1 1 proposed Marshan Meadows 21 21 21 Marshan Lakeview (2 new) 2 2 2 total 51 148 176 171 98 33 626 remaining of annual 147 remaining of 1029 for pre -2010 exceeds target of 147 by percent • -1 -29 -24 49 114 147 147 1 29 24 0.7% 19.7% 16.3% 403 02004 RLK— Kuusisto, LTD. CERTIFICATE OF SURVEY FOR: A & J Properties, Inc. 6'D w V) 0 POET N 58189.9 0 "W \ 189.981 T ////// EXISTING /� / GARAGE ///// LOT 15 1 0 EXISTING HOUSE & GARAGE 182.70 N89-34'40"E to -co O of o N 0 z LEGAL DESCRIPTION: Lot 15, Block 1, ULMER'S RICE LAKE ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. RECEIVED JAN 1 0 2005 CITY OF LINO LAKES 0 30 SCALE 60 90 IN Scale: 1 Inch = 30 Feet FEET • = IRON MONUMENT FOUND O IRON MONUMENT SET AND MARKED MTH LICENSE N0. 12251 I hereby certify that this survey. pion or report was BOOK/ A161 prepared by me or under my direct superosion and that I am a duly Licensed Land Surveyor under PACE / 39 the lows of the State of Minnesota. DRAWN en JEFFREY N. CAINE CHECKED JNC DATE 11 -17 -04 REG. NO. 12251 N Z 0 01 5 CC w U >o cn in w ° to Q z w O z ,N, a a CD J —3 �yy O SEC. 19, T. 31, R. 22, ANOKA CO., MN CERTIFICATE OF SURVEY 02004 RLK - Kuusisto, LTD. Preliminary Plat of A NGI E'S ACRES VIVIAN HUSNIK & L. M. BOERGER JOHN P. JOHNSON CB WlET.9U47 905.9 905.3 •11-117 909.7 .a'S' 904.7 CS CB !MET69062 915E4.904.2 CITY OF LINO LAKES ROBERT E. & JU LIE A. KILLEY 905.0 COUNTY OF ANOKA MICHAEL T. & RENEE M. LASKE 905.9 59 90 90x.7 905 904.9 005.6 E7 -9046 5614. ux 10904.7 1447 .6885 12 0L xi[r.9o4 CB mLET6904 905.2 05.2 80.00 BUILDING SETBACK x�OSI 905.0 rc .906. 906.6 1 o rc 906.7 9oe.e x806.9 906.5 •.906. 0 r 18 .70 9p7.2 9.3f 40"E \ JOHN T. & MATf EN E. KIMMES ~.144_ ( 906.6 so 0082 0. MELL_ 9046 �. .007.4 905.9 909.9 x 005.7 905 9016 LOUIS N. & CHR MATUSHA T JEFFERY C. & WENDY RIEDY 568 W 09050 04767.9.80 X905.4 STEVEN J. & PATRICIA L. HILL 17 ELECTRIC HAND HOLE -A= ELECTRIC POWER POLE ET = ELECTRIC TRANSFORMER BOX O - LIGHT POLE ®a® CATCH BASIN Ea CABLE TELEVISION Box EUe ELECTRICAL BOX ELECTRIC METER A O to 0 0000,0 GAS METER TELEPHONE PEDESTAL EXISTING CONTOUR EXISTING SPOT ELEVATION VICINITY MAP LEGAL DESCRIPTION: Lot 15, Block 1, ULMER'S RICE LACE ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. OWNER AND DEVELOPER: A & J Properties Go Alen Powers 120 Green Briar Drive Lino Lakes, MN 55014 651 - 786 -4027 SURVEYOR AND ENGINEER RLK - Kuusisto, Ltd. 1321 Andover Boulevard Suite 114 Ham lake, MN 55304 763 - 434 -7646 PROPOSED: Subdivide property into 2 single family residential lots to be served by existing City sanitary sewer and water with property to south and 1 outlot to be combined with parcel to the south. TOTAL AREA 3,900 SF MINIMUM BUILDING SETBACKS: Elm (collector) = 40 feet Rica Lake Lane = 30 feet Side =10 feet Rear = 30 feet MINIMUM LOT SIZE: 10,800 s. f. MINIMUM LOT WIDTH: Comer lot = 100 feet Interior lot = 80 feet MINIMUM LOT DEPTH: 135 feet DATE OF PREPARATION: 11 -17-04 NOTE: 10 FOOT WIDE DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL EXTERIOR PLAT LINES AND 5 FEET WIDE ALONG THE INTERIOR LOT LINES. 0 = SANITARY SEWER 1.4581-1000 0.9 = HYDRANT O = STORM SEWER MANHOLE 76 T 4a - GATE VALVE 1 \!( CONCRETE CURB & GUTTER FENCE LINE aE - OVERHEAD ELECTRICAL UNE 0E UNDERGROUND ELECTRICAL LINE UT - UNDERGROUND TELEPHONE LINE 090 CABLE TV » STORM SEWER u6 - GAS LINE ro FIBER OPTIC UNE > SANITARY SEWER WATER LINE 30 80 90 SCALE IN S.W. 1 Inch - 30 Feel FEET • - IRON MONUMENT FOUND O : IRON MONUMENT SET AND MARKED WITH LICENSE NO. 12251 o8„ N CI CI BOOK A161 I hereby certify that this survey. pt d prepared by 1'e or under my dhecl (hot 1 a a duly Licensed Land So PACE ti 39 the laws of the State of Minnesota DRAWN BRB JEFFREY N. CAINE CHECKED JNC DATE 11 -17 -04 REG. NO.. ANGIE'S ACRES SEC. 19, T. 31, R. 22, ANOKA CO., MN PRELIMINARY PLAT 02004 RLK -Kuu sisto, LTD. VIVIAN HUSNIK CB 99.6 4.904 7 JOHN P. JOHNSON & L. M. BOERGER CB CB o-9043 .7-904.3 6 LET -9046 SAN. 1.191 09047 1 X 863.12 ROBERT E. & JULIE A. KILLEY SAWCUT, REMOVE & REPLACE EXISTING 8618 CURB MICHAEL T. & RENEE M. LASKE PROTECT BIKE PATH DURING CONSTRUCTION CB A ET.90a CpICRETE CURB k S06 I UUr, NODS PATHS w.. w -• 90..0 T8 1.)E 89'34'40 "W 189,t.,ap AR. FL '. ∎907.41 1 GARAGE =907.0 MIN LOW FLOOR= 898.3 MIN RAY J. & UARIJO A. SARFF J 8 I 6 BUILDING \TRACK NE —06— -9GB -1 I7 I —T, ■ 1■ V � SHRUBBE:Y �. NB+ 1 TURF ESTABLISHMENT NOTES • TURF ESTABLISHMENT ALL TURF ESTABLISHMENT SHALL BE ACCORDING TO MnDOT 2575 AND SHALL TAKE PLACE WITHIN 14 DAYS OF THE COMPLETION OF ROUGH GRADING. • TOPSOIL CONTRACTOR SHALL STRIP, STOCKPILE AND RE- SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS, TO BE SODDED OR SEEDED. • SEEDING SEED MIX SHALL BE MnDOT 50B AT 100# PER ACRE. DORMANT SEEDING AFTER NOVEMBER 1, AT TWICE THE NORMAL RATE. • MULCHING MULCH SHALL BE MnDOT TYPE 1. STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 2 TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT DISC. • FERTILIZER TYPE 20 -0 -10 AT 400# PER ACRE. SILT FENCE 05.8 GRADING NOTES 6g6 YN • N<.905.0 I .!89.88 • ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMENCEMENT OF GRADING OPERATIONS (UNLESS OTHERWISE NOTED) AND BE MAINTAINED UNTIL ALL AREAS ALTERED ON THE SITE HAVE BEEN RESTORED. • EXISTING TOPOGRAPHY PROVIDED BY RLK - KUUSISTO. • SPECIFICATIONS THAT APPLY: CITY OF LINO LAKES MNDOT - 2000 EDITION • ALL GRADING SHALL BE ACCORDING TO MnDOT 2101 • ALL CLEARING AND GRUBBING SHALL BE ACCORDING TO MnDOT 2101 DRIVEWAY CONSTRUCTION NOTES • MINIMUM DRIVEWAY PAVEMENT SECTION WHIN PUBLIC RIGHT -OF -WAY SHALL MEET ONE OF THE FOLLOWING REQUIREMENTS: 2" LV BITUMINOUS WEAR COURSE W/ 6" CLASS 5 AGGREGATE BASE (1005 CRUSHED), OR 6" P.C.C. PAVEMENT ON 4" CLASS 5 AGGREGATE BASE (1005 CRUSHED). • THE EXISTING BIKE TRAIL SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. LOUIS N. & CHR MATUSHA UTILITY NOTES WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, WATER AND SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LINO LAKES REQUIREMENTS. 2" 0 2" W000 OR STEEL FENCE POST 5' MINIMUM LENGTH AT 4' MAXIMUM SPACING DIRECTION OAF U R� � PLASTIC ZIP TES (50 lb. TENSILE) LOCATED IN TOP 8" GEOTE %TILE FABRIC - OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS (MIN. WIDTH 36') 7 LAY FABRIC IN THE TRENCH MACHINE SLICE 8 " -12" DEPTH (WITH 6" FLAP) SUPPORT POST ANCHORAGE 5/8" POLYETHYLENE ROPE NO1E: ATTACH FABRIC TO SUPPORT POSTS 'MTH PLASTIC ZIP TIES RENSEO 07/18/03 GRD -01 GRADING SILT FENCE - STANDARD MACHINE SLICED w nw. YN. tl4tll Nkc YN. EISi? -�SBF7 a . N. Ylnoelnnka. MN. LEGEND TOPOGRAPHIC INDEX CONTOUR TOPOGRAPHIC CONTOUR EDGE OF WETLAND POND NORMAL WATER LEVEL DITCH CENTERLINE SILT FENCE SOIL BORING Q SPOT ELEVATION X 80000 DRAINAGE SLOPE 1!_005 STORM SEWER » 068161 LE BT CATCH BASIN CATCH BASIN MANHOLE • STORM MANHOLE • FLARED END FLARED ENO W/ RIP RAP PROPOSED WELL LOCATION PROPOSED EXISTING 800 -_Boo - 502 _ _.502— -- - X 800.00 or 9 0 Leon P. Opotz 2 W K DATE 11 -17 -04 M C m Z 5 • U w� E2 w I= w az wm� O z �'1 w Y J yy O CN ANGIE'S ACRES ANOKA CO., MN Z lil Q � J Z < 0 C_ CC 0 o Z U z • o • N O D' LU -3 aO o O • • • • Memorandum DATE: January 21, 2005 TO: Paul Bengtson FROM: James E. Studenski, City Engineer RE: Angie's Acres Attached is the TKDA review dated January 21, 2005 of the submitted documents for the proposed development. The following comments must be addressed prior to final approval given for this project. Please contact me at 651/982 -2430 with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651 -982 -2400 ® Fax: 651 - 982 -2499 ® TDD: 651 -982 -2410 TKDA ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM 1500 PiperJaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com To: James E. Studenski, P.E. Reference: Engineering Review of City of Lino Lakes, Minnesota Angie's Acres Copies To: City of Lino Lakes, Minnesota Comm. No. 13265 -002 From: Scott A. Brink Routing: Date: January 21, 2005 Angie's Acres is a lot split from an existing single family residence ( #290 Elm Street) to a proposed two single family lots with residences. A review of the proposed project plans was provided by Patrick M. Windier in a memorandum dated December 20, 2004. The following documents have been received since that review: 1. Full -size and half -size copies of the Preliminary Plat dated January 5, 2005, Certificate of Survey dated November 17, 2004, and revised Preliminary Grading plan dated January 5, 2005. All sheets (1 -3) prepared by RLK Kuusisto, Ltd. Engineering Review Comments: 1. The Grading Plan has been updated to clarify proposed drainage between the proposed home (east side) and the existing home to the east ( #298 Elm Street). 2. Driveway Issues (Elm Street Access): a) As mentioned in the previous review, removal of the existing curb and replacement of bituminous street pavement along Elm Street will be required in order to construct the driveway. Elm Street was newly constructed in 2003, and all removals shall be field marked and reviewed by the City prior to any removals. All removals (curb and bituminous) shall be saw cut as noted. b) A typical section for the driveway through the City's R/W has been provided per the previous comments. 3. A note has been added to provide for protection and maintaining of public use for the existing 8.5' pedestrian bike/ bituminous trail during construction. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • • AGENDA ITEM V.C. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: Preliminary Plat Marshan Lakeview BACKGROUND James Funkhouser has requested approval of a single - family residential development entitled Marshan Lakeview. The subject property is made up of two lots located at the end of Marshan Lane and is currently developed with one single - family dwelling. The applicant is proposing to divide the 121,374 square foot lot into four lots of 35,088 square feet, 11,784 square feet, 15,419 square feet and approximately 42,000 square feet. The existing single - family dwelling will remain on the largest lot. Also depicted on the preliminary plat are a couple of outlots that were created as part of the Marshan Estates plat. These outlots will be combined into the adjacent properties as part of this proposed plat. ANALYSIS The following is a summary of the of the proposal: Site Area 121,374 square feet Upland Area 99,003 square feet Total Lots 4 Density 1.66 units per acre Comprehensive Plan, Land Use and Zoning: The table below identifies the existing land use and zoning as well as guided land uses for the area. • Marshan Lakeview Page 2 Location Existing Land Use Guided Land Use Existing Zoning Site Single Family Dwelling Low Density Unsewered Residential & Mixed Use R -1 (Single Family Residential) North City Hall Mixed Use PUD (Planned Unit Development) South Undeveloped Low Density Unsewered Residential & Public / Semi - Public R -1 (Single Family Residential) East City Hall Mixed Use & Public / Semi - Public PUD (Planned Unit Development) West Single Family Dwellings Low Density Unsewered Residential R -1 (Single Family Residential) Growth Management Growth Management, Units/Year: The growth management policy limits the number of new residential lots platted each year to a maximum of 147. Recent amendments to that policy have eliminated the 20 % discretionary flexibility and essentially closed 2005 lots unless preliminary plats were already submitted and in process. This application was not received until after that amendment and therefore cannot be platted until 2006. Attached to this report is the current lot inventory, showing that there are 49 available lots remaining for 2006. The proposed subdivision consists of two existing lots, and therefore is only a net increase of two additional lots. MUSA Reserve: The comprehensive plan and the growth management policy establish a specific number of MUSA acres for residential growth for stage one (prior to year 2010). The subject site is already within the current MUSA boundary. Preliminary Plat Lots: The minimum lot size in the R -1 (Single Family Residential) zoning district is 10,800 square feet of upland. The lots being created by the proposed plat will consist of a minimum of 10,996 square feet of upland (Lot 1, Block 2). Lot 1, Block 1 is sufficient in size to meet the minimum setback requirements for the existing single- family dwelling. Streets: Marshan Lane will be extended to the east and ended with a cul -de -sac. The unusual shape of the cul -de -sac was requested by staff so it would encompass the entire area of an emergency access easement the city already holds on the property. Marshan Lane will continue to be developed to a rural standard, however the full right of way will be dedicated to the city. Wetlands: Wetland exists on the southern part of the property, and would be contained within lot 1 of block 2. Appropriate easements containing the wetland areas and a 10 foot buffer are depicted on the proposed plat. Marshan Lakeview Page 3 Park / Open Space: The proposal does not include any land dedication for parkland, only a cash dedication will be required. Park dedication fees will be calculated as required by city policy. If the property owner were to follow the Environmental Board's recommendation of donating the wetland area at the south end of lot 1, block 2 it would not count as land dedication for parkland. Utilities: Adequate municipal services exist within the Marshan Lane right -of -way, and all properties will be required to connect to municipal services. Grading and Drainage: Easements are required adjacent to property lines (5 feet side -yard and 10 feet front and rear- yards), and are provided. Additional easements are provided over the ponding area on the northeast corner of Lot 1, Block 2. That pond does encroach slightly into the right -of -way, however the City Engineer in his comments states that it is an allowable encroachment as long as it is minimized. The current configuration is acceptable in that regard. The City Engineer has completed a thorough review of the submitted plans, and his memorandum is attached at the end of this report. The applicant will be required to satisfy all of those comments prior to recordation. Environmental Board: The Environmental Board reviewed this proposal at the January 26, 2005 regular meeting. The comments from the board are attached to this staff report and address water run -off, buffering of the wetland, erosion control, soil compaction, saving more trees than proposed, alternatives to the cul -de -sac, and donation of wetland to Anoka County Parks. OPTIONS. a. Approve the Preliminary Plat subject to conditions. b. Deny the Preliminary Plat subject to conditions. c. Return to staff with direction. RECOMMENDATION Staff recommends approval subject to the following conditions: 1. All lots created by the plat shall connect to city sanitary sewer and water, assessments will be recorded with the final plat. 2. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 3. Park dedication shall be paid in accordance with city policies. This review is based on the following plans and information: 1. City Engineer Comments dated 1/21/05. 2. Environmental Board Comments dated 1/31/05 3. Certificate of Survey, Tree Preservation Plan, Resource Inventory, received 12/13/04. 4. Preliminary Plat, Grading/Drainage /Erosion Control Plan, Utility Plan received 1/14/05. • Phasing plans by year (lots /units to be final platted) LOTS /UNITS as of February 3, 2005 Development Name approved prelim. plats Prelim Plat Phasing plans by year (lots /units to be final platted) 2003 -09 total max. 1029 year end 2002 2003 2004 2005 2006 2007 2008 2009 Stoneybrook 103 51 0 2nd Addn 0 52 52 Century Farms North 249 56 65 52 43 33 249 Keefe: prel plat, not final plat 1 1 1 Morton (minor subdiv) 0 1 0 1 Ravens Hollow 56 0 56 56 Haley Manor (10 new lots) 10 10 0 10 Crystal Cove 3 3 0 3 Millers Crossroads 152 22 47 51 32 152 Lakeview Estates (2 new) 2 2 2 Snell (minor subdivision) 0 1 1 Pheasant Hills Pres. 13th 1 1 1 Justin's Preserve 1 1 1 Marshan Estates 4 4 4 Rice Creek Church duplex 2 2 2 lice Church: Oakwood View 10 10 10 nes Addn 2 2 2 Highland Meadows East 2nd 18 18 18 Marshan Townhomes 2nd 23 23 Pheasant Hills 12th island 8 8 8 West Shadow Ponds 2nd Add 1 1 1 Vaughan Addition 5 5 5 Angie's Acres (1 new) 1 1 1 proposed Marshan Meadows 21 21 21 Marshan Lakeview (2 new) 2 2 2 total 51 148 176 171 98 33 626 remaining of annual 147 remaining of 1029 for pre -2010 exceeds target of 147 by percent -1 -29 -24 49 114 147 147 1 29 24 0.7% 19.7% 16.3% 403 RECEIVED JAN 1 4 2005 CITY OF LINO LAKES 1/13/2005 10:26:56 AM, hna e• o-m.ET wrc 'w- u•�RET MPL SEC. A -A `GRANULAR FILTER {LANCET (9F NOTE) NOTE: IMF DOOM A_7•TON. AT N5 OPDCII. MAY SUBSTmiIE " E ALIAC. SPEC. 3601 FCC INE CRANAAR RLMO BLANKET UNLESS 10 OIXENMSE SPEC/RED 100 010 N INC MNPR v AND 6 FABRIC UNDER ICi M`hNT "APRON 3 F; LEGEND: 1) — Denotes Direction of Surface Droinage 2) Denotes Proposed Contour 3) — — Denotes Existing Contour 4)...... S Denotes Silt Fence 5) X 909.2 Denotes Proposed Spot Elevation GENERAL NOTES A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT ENTRANCES TO EXISTING (HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE NO LESS THAN 50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE 1" TO 2" WASHED ROCK. NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF INSTALLATIONS. NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR GUTTER LINE UNLESS OTHERWISE NOTED. ROCK CONSTRUCTION ENTRANCE EROSION CONTROL NOTES L PRIOR TU ROUGH GRADING. INSTALL SILT STEP FENCE IN LOCATIONS SH0414. ADDITIONAL SILT STIP FENCES WILL BE REQUIRED WHERE LOCAI. CONDITIONS REQUIRE. 2. EXCAVATE POND. 3. ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA 027I0 TO MINIMIZE UNCOMPLETED AREAS. 4. PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT 2E5 DISC IN ALL DISTURBED AREAS VITHIN t4 DAYS AFTER GRADING. 5. MAINTAIN AND REPAIR SILT STOP FENCE". (INCLUDING REMOVAL OF ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. CONSTRUCTION OF A SILT FENCE M EXTENSION EP FABRIC a WIRE INTO THE TRENCH. FILTER FABRIC -11 SITE PLANNING ENGINEERING FLOWE ENGINEERING, INC. 9180 LEXINGTON AVENUE N.E. CIRCLE PINES, MN 55014 (763) 785 -1043 MARSHAN LAKEVIEW PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN LINO LAKES, MINNESOTA l /l / l / // /I A//// ' // /1/ / J / / / l / / c,§:),x \ / / 0ry_ rb / � I \ \ // / /- `�Y1 ROCK CONSTRUCTION ENTRANCE / I hereby certify that this plan was prepared by me or under my direct supervision and that / om o duly registered pro - fessional engineer under the lows of the State of Minnesota. DATE 1/73/0 REC. NO. 18227 / / LQ" ( WETLAND OHW 883.3 GRAPHIC SCALE 0 IA 30 00 130 (01 FTE2 ) 1 20042 - 30 TL CL/SS II GROUTED RIP RAP SWALE W /GEOTEXTtLt FABRIC / — RIP RAP WEIR OVERFLOW 891).2_ / \ -- _J \ /-- / ) 5 TON RIP -RAP W /GEOTE TILE FABRIC R/W GROUTED RIPRAP SWALE DETAIL 20' 001_12 sII:F� 300TExT1LE FILTER FABRIC 4ROuTED RIPRAP (CL n) 0E0. B -0 FILE COPY { BO' 24' CL R/W 01510,1 CL GRADE \ \ 0.02 FT/FT 0.02 FT/FT TOP OF SgBGRA0 DE 04400. PREP. MnDOT 2112 4" TOPSOIL --I 50D CR SEED AS DIRECTED -1 BY THE ENGINEER 2 ROWS 600 (PIP.) 15' 2331 BIT. WEAR (TYPE 41) L-TACK COAT L'.5' 2331 BIT. DAM (TYPE 31) Er CLASS 5 GRAVEL (RECYCLED OR 1005 CRUSHED) * STREET 5EC110N THICKNESS TO BE VERIFIED PRIOR TO FINAL GRADING TYPICAL STREET SECTION PREPARED FOR JAMES AND JUDITH FUNKHOUSER 595 MARSHAN LANE LINO LAKES, MN 55014 1 L2S2AIRt. 6240012445 ■ H.FI. A. 1,113/05 cn'COMA4EN1S L H.N.A. CHECK —, C.W.P..1 DATE 71/13/04 SHEET C1 005 10:27:20 AM, hna LEGEND: 1) — — Denotes Existing Contour 2) — > — Denotes Existing Sanitary Sewer 3) — I — Denotes Existing Watermain 4) —as— Denotes Existing Storm 5) — >— Denotes Proposed Sanitary Sewer 6) — 1 — Denotes Proposed Watermain 7) —>>— Denotes Proposed Storm / I.thSIL'NLL HL/IS/OHS ■ H.N.A. I/73/05 CITY COMMENTS, FILE DRAWN li.N.A. CHECKED C.W.P. MARSHAN LAKEVIEW PRELIMINARY UTILITY PLAN LINO LAKES, MINNESOTA 1 / / I / 6' BEND \ ALL SALVAGED HYDRA�VT f 1' A. VALVE S v1 ROCK CONSTRUCTION ENTRANCE SALVAGE E AND VALVE AND PLUG 8 "X6 "TEE CONNECT TO WATERMAIN WI X 6" REDU SITE PLANNING ENGINEERING PLOWE ENGINEERING, INC 9180 LEXINGTON AVENUE N.E. CIRCLE PINES, MN 55014 (763) 785 -1043 BLOCK I hereby certify thot this plan was prepared by me or under my direct supervision and that / om o dully registered pro- fessional engineer under the laws of the State of Minnesota. C am. -- 4./ A47r, 1/13/05 REC. N0. 18227 CLASS II GROUTED RIP RAP SWALE W /GEOTEXTILE FABRIC RIP RAP WEIR OVERFLOW 890.2 5 TON RIP RAP W /,EDT XTILE FABRIC \o \ GRAPHIC SCALE IL 30 (Di FEET) 1 inch - 30 ft. c VICINITY MAP Faishem lie ke -Dr Poar Rd tom me :0 200 NNVfEO EXISTING UTILITIES 1) The information shown on those drawings concerning type and location of existing utilities is not guaranteed to be accurcte or ali inclusive. The contractor is responsible for making his own determination as to the type and location of utilities as may be necessary to avoid damage to these utilities. 2) The contractor shall be responsible for existing utility locotions. Call Gopher State One at 454 -0002 for locations. SANITARY SEWER 1) Sanitary Sewer shall be 8" PVC SDR 35 unless otherwise noted. 2) All Sanitary Sewer Services shall be 4" PVC 5UR 26 unless otherwise noted. 3} Sewer Service locotions shall he verified in the field prior to construction. WATERMAIN 1) Water Services shall be 1 inch copper type K. 2) Watermoin and hydrant leads shall be 6" DIP CL 53 unless otherwise noted. 3) Curb stops shell be placed at property line. STREETS 1) Sow cut existing Concrete Curb and Bituminous to provide butt joint. 2) Removal and disposal of existing street materials as required for construction is incidental. NOTE: Contractor 511011 notify City Engineer o minimum of 24 hours prior to any interruption of sanitary sewer or water service to existing homes. NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER AND WATERMAIN AND NOTIFY ENGINEER OF ANY " "^'r° r,ornn r 01001 r/F INSTALLATIONS. E COPY RECEIVED JAN 1 4 2005 CITY OF LINO LAKES PREPARED FOR JAMES AND JUDITH FUNKHOUSER 595 MARSHAN LANE LINO LAKES, MN 55014 DATE 12/13/04 SHEET C2 VICINITY MAP PARTS OF SEC. 17, TWP. 31, RNG. 22 / of -- / TYPICAL / ' \ \ DRAINAGE E UTILITY EASEMENTS' \ • „WA 15 J 1 L Being 5 feet in width, unless otherwise indicated, and adjoining side lot lines, and rear lot lines and 10 feet in width and adjoining street lines, as shown on the plat. Drainage and Utility easements to be dedicoted over, EOF's, wetlands and ponding areas, and 10 feet on either side of all storm, sanitary, or watermain not within public R /W's. To be determined upon final site design. • ANOKA COUNTY, MINNESOTA (NOT TO SCALE) SURVEYOR'S NOTE: / / - There is a gap between the north line of Outlot D./ MARSHAN ESTATES and the described boundary. It is our opinion the north line of the rood easement referred to in the property description and the /forth line of Outlot D are the some line. A formal ybadway easement description has not been provided and additional Title work has not produced any easement document. - There is an overlap of descriptions along th6 most westerly line of described property and adjoining property of about 3.361 feet as shown on the survey. / / / / / / / 1 /\ / A , / I / / / / O / 220M / /xe4) / /'CS 3 .. / / A,O- /, / „-,,, / DEVELOPMENT DATA' / ” / -..,, — 4 Proposed Single Family Lots / — Single Family Lots = 104,889 SQ. FT. (2.41 ACRES) / — Streets = 16,485 SQ. FT. (0.38 ACRES) / — Average Lot Size = 26,222.25 SQ. FT. (0.60 ACRES) / — Density = 1.66 Lots / Acre / / Q NORTH /a 4vO so / ,12'n / R..° PT / h / 2 ry GRAPHIC SCALD O 1s W 100 200 OD.„ 60,.50* / FRB INARy P1T OF: MARSHAN LAKEVIE B FOR: JAMES & JUDITH FUNKHOUSER 595 MARSHAN LAKE LINO LAKES MN 55014 PHONE: (651) -792 -0604 \ / ._90709 _ 93 N1 /4 OF SEC 17, NORTH LINE OF NE1 /4 T 31, R 22 __ SEC 17, T 31, R 22 (CAST IRON MONUMENT) \ p, p,0,,,, ZONE PU B,9 :4° ' "! ay .... m :% _.,.qer........ ..._..,',,7r'w' vEt 906' '., : .. .....; .. : -_ �: 5p4•'� ..... ..g02 .......... .... VIE' LOT AREAS/ \ �' �' `�'.: ......._.......... _.. MINIMUM BUILDING SETBACKS' \ "' - `x...: ._y8 "'898..* ,7. Wetland = 10 llowed(inOth this construction setback) > s�3aa fearq° Front = 30,00 feet roe 9O' Rear = 30.00 feet Side = 10.00 feet (house) • sQ 4r Side = 5.00 feet (garage) Lot Area = 10,800 sq. ft. (upland) Lot Depth = 135.00 feet Lot Width = 80.00 feet Lot Width = 100.00 feet (corner) \ 9575* ($6- ,..Y_�....., _ . ... ......... '. ''.., xc,' 0 05.03 \ e .:.............. >> 09 a .. .s944 1 ( 4' S) ' '.890. .0'4PY 426 .611" -1803' 9oa <sb / wf • •, ( W FEET ) 1 inch = 50 it. / EXISTING PROPERTY DESCRIPTIONS' / (NO TITLE WORK NAS BEEN RECEVED TO DATE 12 -09 -04) Outlot D, MARSHAN ESTATES, Anoka County, Minnesota. (PER SCI-EDUAL A OF CI4CAGO TM.E INSURANCE COMPANY FILE NO. 2676588) That port of Government Lot 2 lying within the Northeast Quarter of Section 17, Township 31, Range 22, lying Westerly of the following described Line "A" and lying Southerly of the following described line: Commencing at the center of said Section; thence North 00 degrees 22 minutes 54 seconds East (assumed bearing) along the west line of said Quarter, 583.02 feet to point of beginning of soid line; thence South 65 degrees 57 minutes 53 seconds East, 258.02 feet to the intersection with said Line "A" and said line there terminating; Line "A" is described as follows: Commencing at o point on the north line of soid Section, 850.00 feet East of the North Quarter comer of said Section; thence Southwesterly to point on the East -West Quarter line of soid Section, 100.00 feet East of the center of said Section and said line there terminating. AND That part of the Southeast Quarter of the Northwest Quarter of Section 17, Township 31, Range 22, that is described as follows, to -wit: Beginning on the south line of said Southeast Quarter of the Northwest Quarter and the southeasterly line of State Highway No. 8, as now established, 80.00 feet wide across said tract; thence North 24 degrees 56 minutes 0D seconds East, along said highway line, for 938.14 feet; thence South 66 degrees 23 minutes 00 seconds East 677.50 feet, more or less, to the east line of said Southeast Quarter of the Northwest Quarter and the point of beginning of the tract hereby described; thence North 66 degrees 23 minutes 00 seconds West 95.00 feet; thence South 14 degrees 10 minutes 00 seconds West for 212.00 feet to the northerly line of on easement roadway. thence South 67 degrees 07 minutes 00 seconds East, along said rood line, for 150.80 feet, more or less, to the east line of said Southeast Quorter of the Northwest Ouarter; thence North, along said east line, for 226.13 feet to the point of beginning, 011 in Anoka County, Minnesota. Subject to a permanent driveway easement per Document No. 1314776. / POINT OF INTERSECTION, SOUTH UNE OF SE1/4 OF / NW1 /4 AND SE'LY R/W OF / HIGHWAY NO. 8 / / Prepared By. G. ;Ruff 4 $Of4S, itvc. eurveripre SISO LEXINGTON AVENUE NE. Ci';2CLE PINES, MN. 55014 -3625 Tel. 763 -186 -5586 Pax 163- 186 -600'1 www.egruci.coln SOUTH UNE OF SE1 /4 OF NW1 /4 SEC17,T31,R22 AREAS: Total Boundary Area = Total Upland = 99,003 Total Wetlond = 22,371 / / / / / / EXST• ZONE R -1 4,1_ 6x tOP sco.59 •_ .g't:L awa9ay \rpeSg87: • • "Ci';," 650.00 ,L- Proposed Parking location, not field verified • . Proposed Parking ' lOcOtIOn, not - field verified ks:r kA,op/ ENp(G' o 4.1' �t, 05 C)/,1; \ :0 077 ._.- \ :fib • , / \ ,'YQ ^WWW� RRR^ "' Nqp R07 p 44-,p` Of . LEGEND: O Denotes Curb Stop • Denotes Iron Monument Found 30 Denotes 1/2 inch by 18 inch Iron o Pipe Marked by R.L.S. number 41578 / �/ 30 / that needs to be Set. / 0000 Denotes Existing Retaining Wall () Denotes Sanitary ewer Manhole Y cv X Denotes Gate Valve IX Denotes Fire Hydrant > -. Denotes Existing Contour Denotes Existing Fence x14 x1011.2 Denotes Existing Elevation. �, �4, / Denotes Edge of Wetland by Earth Science in i Denotes Wetland delineated by Earth — — — Science Inc. Denotes Concrete Denotes Bituminous Denotes Setback line 121,374 SQ. FT. (2.79 Acres) SQ. FT. (2.27 Acres) SQ. FT. (0.51 Acres) BENCHMARK: Minnesota Highway Department disk at .35W Bridge and State Trunk Highway No. 49. Elevation = 918.96 (N.G.V.D. 1929) NOTES: \ \ Pe �►' g' li l 998 RDAr 1 i .gar ?�1::I/ j/ 15.419 f'll.' l Ji AREA= 1i,7ea J t1 c _ 1 J Pi � •- �� \� ..... gv'05e»lz� ..L ... TO /'''dot �gs C r0 S 50 0y2 374776. m 79 gQ �,. 9 ��L 114 U 22 Y83 11 46 0p� tOCD �9' 096 i 177. _ - "W . i I \ Ezfsti, EXS N (0 House. - Ordinary High Water Level of wetlands stroll be determined upon Final Design. - Contours are of 2 foot intervals - N.G. V.D. Vertical Datum - Topography Collected in Field by E.G. Rud & Sons between 11 -18 -04 to 12- 06 -04. - Bearing's shown are on assumed datum. - Wetland located by E.G. Rud & Sons inc. 763)- 786 -5556 on 11- 29 -04. - Wetland completed by Earth Science Inc. 651)- 674 -6210 on 11- 23 -04. - This survey was prepared with Title Commitment by Chicago Title Insurance Company. File No. 2676588. - Existing centerline street grades, building pods, proposed contours, and curb information refer to Pre - Grading - Utility plans prepared by Plowe Engineering (763)- 785 -1043. CENTER OF SEC 17,T31,R22- ,,s92'f 1' ....+.09448' 0 UPLAND ,......... -- ' I� AREA =10,996' • ZONING: ,501-5b ��I"8'82 �IIES,t — Property is Zoned R -1 (Single Family Residential) — No Rezoning Proposed MUSH: GUIDING: — Property falls within the MUSA. — Property guiding Mixed Use. — No MUSA amendment proposed -7i7t.'WBtldna: elfoeated .by. :Sbi6riCe' 9bs 00':YEA&: FL006.'= :.886:7.: S1NR. • OHN4.: i•'AREA=22i371::ii AREAf35,088.: 100.00 .:m3 N89'41'09 "W ,r 1 I -77 ?84• • vT� u• m JAf4< r. 44005, CITY OF LINO1LAKES DRAW 90 01 -II -05 REVISIONS PER arY NAA JAR ORAewa Na: 04506PP3 Asy ND 04506PP soar 1 a 1 N0. 047E OESCRIPIION BY NOTES: \ \ Pe �►' g' li l 998 RDAr 1 i .gar ?�1::I/ j/ 15.419 f'll.' l Ji AREA= 1i,7ea J t1 c _ 1 J Pi � •- �� \� ..... gv'05e»lz� ..L ... TO /'''dot �gs C r0 S 50 0y2 374776. m 79 gQ �,. 9 ��L 114 U 22 Y83 11 46 0p� tOCD �9' 096 i 177. _ - "W . i I \ Ezfsti, EXS N (0 House. - Ordinary High Water Level of wetlands stroll be determined upon Final Design. - Contours are of 2 foot intervals - N.G. V.D. Vertical Datum - Topography Collected in Field by E.G. Rud & Sons between 11 -18 -04 to 12- 06 -04. - Bearing's shown are on assumed datum. - Wetland located by E.G. Rud & Sons inc. 763)- 786 -5556 on 11- 29 -04. - Wetland completed by Earth Science Inc. 651)- 674 -6210 on 11- 23 -04. - This survey was prepared with Title Commitment by Chicago Title Insurance Company. File No. 2676588. - Existing centerline street grades, building pods, proposed contours, and curb information refer to Pre - Grading - Utility plans prepared by Plowe Engineering (763)- 785 -1043. CENTER OF SEC 17,T31,R22- ,,s92'f 1' ....+.09448' 0 UPLAND ,......... -- ' I� AREA =10,996' • ZONING: ,501-5b ��I"8'82 �IIES,t — Property is Zoned R -1 (Single Family Residential) — No Rezoning Proposed MUSH: GUIDING: — Property falls within the MUSA. — Property guiding Mixed Use. — No MUSA amendment proposed -7i7t.'WBtldna: elfoeated .by. :Sbi6riCe' 9bs 00':YEA&: FL006.'= :.886:7.: S1NR. • OHN4.: i•'AREA=22i371::ii AREAf35,088.: 100.00 .:m3 N89'41'09 "W ,r 1 I -77 ?84• • vT� u• m JAf4< r. 44005, CITY OF LINO1LAKES DRAW 90 NAA DATE. 12 -10 -04 MEDVED RE.. JAR ORAewa Na: 04506PP3 Asy ND 04506PP soar 1 a 1 CERTIFICATION: q,y zo I hereby certify that this survey, plan or report was prepared by me or under W my direct supervision and that I am a duly Registered Land Surveyor under 0.,52 e5r''5 the laws of the State of Minnesota. a \ gg5,4 „IC N.'' 1Y•O1Y 24 aJQ.Rp I (JOHN A. REN( Dote: / / / / /oS License No. 25344 VICINITY MAP PARTS OF SEC. 17, TWP. 31, RNG. 22 ANOKA COUNTY, MINNESOTA (NOT TO SCALE) SURVEYOR'S NOTE: / There is o gap between the north line of Outlot D, / MARSHAN ESTATES and the described boundary. / It Is our opinion the north line of the road easedent referred to In the property description and the 71orth line of Out lot D are the same line. A formal roadway easement description has not been provided and additional Title work has not produced any easement document. There is an overlap of descriptions along 00p0 most westerly line of described property and ad]bining property of about 3.361 feet as shown on the sa / /vey. / / / / / / / / 4th / /v=oti 1 /1e20. / /i 1s / .1' AREAS: /� /WV Total Boundary Area = 121,374 SQ. FT. (2.79 Acres) / -do.° / h ' Total Upland = 99,003 SQ. FT. (2.27 Acres) �, Total Wetland = 22,371 SQ. FT. (0.51 Acres) / /t / \ / c, / i / / / , -47L�` / 4j° / ! \/ / \ / 1 \ x9d1'p / \ / / \ / - \ / \ 0901112 / / 7 / �. /o° *tape4r p / / \ n EXISTING PROPERTY DESCRIPTIONS: / (NO TILE WORK HAS BEEN RECEVED TO DATE 12•- 09-04) Outlot 0, MARSHAN ESTATES, Anoka County, Minnesota. GRAPHIC SCALE 25 5D 100 CERTIFICATE OF SU VMY OF. FOR: MARS JAMES & JUDITH LA FUNKEV HOUESER 595 MARSHAN LAKE LINO LAKES MN 55014 PHONE: (651)-792-0604 NORTH LINE OF NE1 /4_____ SEC 17, T 31, R 22 / ( IN FEET) 1 inch = 50 tt. / / / •4\ NORTH x90693 N1 /4 (CAST IRON 9121,5e, OF SEC 17, T 31, R 22_ MONUMENT) rNJ 0610x:;` .. .... ............... ..'ea&..._j :gq.97 70[0'13 ....'902 r vlEtl qp \ \ \1 ,.. ............. '1...�....... �8823 ?70....... 94, . \ 4' (DS / \ (aces.) ' . \ 0) "2*r� 2.27 - a f/ / / / �0. (_po ' x g6t.15; �ss,sle 850.00 , .i ,r- Proposed Parking location, not _s field verified .53 1 / / • • Proposed P6rking Potation, not, -• field verified `. 01 (PER SCI-EDUAL A OF CHICAGO TM.E INSLI ANCE COMPANY FLE NO. 2676588) That part of Government Lot 2 lying within the Northeast Quarter of Section 17, Township 31, Range 22, lying Westerly of the following described Line "A" and lying Southerly of the following described line: Commencing at the center of sold Section; thence North 00 degrees 22 minutes 54 seconds East (assumed bearing) along the west line of said Quarter, 583.02 feet to point of beginning of said line; thence South 65 degrees 57 minutes 53 seconds East, 258.02 feet to the intersection with sold Line "A" and said line there terminating; Line "A" is described as follows: Commencing at a point on the north line of said Section, 850.00 feet Eost of the North Quarter comer of said Section; thence Southwesterly to a point on the East -West Quarter line of said Section, 100.00 feet Eost of the center of said Section and said line there terminating. AND port of the Southeast Quarto of the Northwest Quorter of Section 17, Township 31, That pa p Range 22, that is described os follows, to - -wit: Beginning on the south line of said Southeast Quarter of the Northwest Quarter and the southeasterly line of State Highway No. 8, as now established, 80.00 feet wide across sold tract; thence North 24 degrees 56 minutes 00 seconds East, along said highway line, for 938.14 feet; thence South 66 degrees 23 minutes 00 seconds East 677.50 feet, more or less, to the east line of said Southeast Ouorter of the Northwest Quarter and the point of beginning of the troct hereby described; thence North 66 degrees 23 minutes 00 seconds West 95.00 feet; thence South 14 degrees 10 minutes 00 seconds West for 212.00 feet to the northerly line of on easement roadway, thence South 67 degrees 07 minutes 00 seconds East, along sold rood line, for 150.80 feet, more or less, to the east line of said Southeast Quarter of the Northwest Quarter; thence North, along said east line, for 226.13 feet to the point of beginning. all in Anoka County, Minnesota. Subject to a permanent driveway easement per Document No. 1314776. / / / / POINT OF INTERSECTION, _ SOUTH LINE OF SE1 /4 OF NWI /4 AND SELY R/W OF HIGHWAY NO. 8 Prepared ey: BENCHMARK: Minnesota Highway Department disk at 35W Bridge and State Trunk Highway No. 49. Elevation = 918.96 (N.G.V.D. 1929) SOUTH LINE OF 5E1/4 OF NW1 /4 SEC 17, T 31, R 22 E. and eit. vagorb SONS, NO. SISO LEXINCsTON AVENUE NE. GIRGLE PINES; MN. 55014 -3625 Tel. 163- 186 -5656 Fax 163- 186 -6001 tww.aSrud.00m 1 01 -11 -05 REVISIONS PER CITY NM JAR ue4Rwc,,, 04506CERT MI No: 04506PP WA 7 ar 1 N0. DATE DESCBM11CN BY �o Denotes Curb Stop • Denotes Iron Monument Found Denotes 1/2 inch by 18 inch Iron O Pipe Marked by R.LS. number 41578 that needs to be Set. e- Denotes Sign 'Cu Denotes Utility Pole (D Denotes Telephone Box ® Denotes Sanitary Sewer Manhole Gv IX Denotes Gate Valve WC Denotes Flre Hydrant Denotes Existing Contour Denotes Overhead Wire -5- Denotes Existing Fence 01011.2 Denotes Existing Elevation. Denotes Edge of Wetland by Earth Science Inc Denotes Wetland delineated by Earth Science inc. Denotes Concrete Denotes Bituminous Denotes 100 Year Flood Area from FEMA Maps Denotes 100 Year Flood Boundary from FEMA Mops. / LEGEND: w�...\ Denotes Existing Retaining Wall Denotes Woodduck House \ svo 044 cr,o, aSv -5199 y .. / \ A5 1p90"t` 901.47 _) " + 9o4 1254. F061 1 Mt CC �3a a0anc �. 2 900 Sam 0 0.ee g 990 0 19 \ \pe9y,9 AREA 7.10714776��` 32, a .T s 57946 pOv ......•11 . I� 18377EEMEAs)...... I -. 1..__..: 1 11 .1 1 0 N O 1�Y a eye, ss5ta•'� -- ��� .CgAAtt1Sr�N /N1 PVC ••,v 0 .f'•. °'a 57946'00' I !AEAS) NOTES: - Ordinary High Water Level of wetlands shall be determined upon Final Design. - Contours are at 2 foot intervals. - N.G.V.D. Vertical Datum - Topography Collected in Field by E.G. Rud & Sons between 11 -18 -04 to 12- 06 -04. - Bearing's shown are on assumed datum. - Wetland located by E.G. Rud & Sons Inc. (763) - 786 -5556 on 11- 29 -04. - Wetland completed by Earth Science Inc. (651)- 674 -6210 on 11- 23 -04. - This survey was prepared with Title Commitment by Chicago Title Insurance Company. File No. 2676588. - Boundary area not shaded is the approximate location of Flood Zone C (area of minimal flooding) as determined by F.1.R.M. Mop Pane! 270015 0100 B dated May 17, 1982. ..,Edge -of Wetland vt i I ;,-+- as Delineated by m 1 Q._- .•- -1:.:. Earth Spienae'tnc:' OIg- ...... B.EAST'. OF, _Philp • . , E Approximate location of Flood Zone A as determined by FIRM. Map Panel 270015 0100 B 7"c.....--...... �-% .w doted May 17, 1982 xes5.a4� _. - ,14Q.YEAR FLOOD 8 GUIDING: CENTER OF SEC 17, T 31, R 22 6' MUSA: s6y6e - Property guiding Mixed Use. -, Property falls within the MUSA. 100.00 N89 °41.09"W 58 • i EC.....1:..3 RL .CD ;_.......... CIS. OF LINO LAKES .APARN ei: NAA 0470 12-10 -04 CHECKED sr JAR ue4Rwc,,, 04506CERT MI No: 04506PP WA 7 ar 1 a.- Q� s16x CERTIFICATION: Ali I hereby certify that this survey, plan 4 or report was prepared by me or under ce a my direct supervision and that I om a a duly Registered Land Surveyor under Qr,57 ,a,710 the laws of the State of Minnesota. 883'A8 p- 1c�.04 Ba ZONING 1' Property is Zoned -R_1`° J HN A. RENGO U Date: l /!l /o25- License No. 25344 x98 VICINITY MAP PARTS OF SEC. 17, TWP. 31, RNG. 22 / / / / /1 \ / / \ AREAS: // \ \ \ r Total Bouniiary Area = 121//374 SQ. FT. (2.79 Acres) \ \ \ // Total Upiy/nd = 99,003 SO. FT. (2.27 Acres) \ Total W9'tland = 22,371 ,Q. FT. (0.51 Acres) \/\ / TREE DETAIL / - �`- / / - Denotes Elevation 6 ti / 14)12' "••• ''- Denotes Tree Size in Inches / ti Denotes Tree Quantity (if blank quantity /s one) Denotes Tree Type / •REE PRESERVATION SURVEY ANOKA COUNTY, MINNESOTA (NOT TO SCALE) BENCHMARK: Minnesota Highway Department disk / at 35W Bridge and State Trunk / / Highway No. 49. Elevation = 918.96 (N.G.V.D. 1920 / / / 40.y' 4 / / EXISTING PROPERTY DESCRPTIONS: / 7 \ SPECIMEN TREE TYPES' / \ \ \ OAK /^ 4�4 \ • \ / hrna \ \ / `2ND ` / TREE PRESERVATION MEASURES Tree Preservation Measures / \ •SOY. Mt-AS / \ 04.4 y0s „ NORTH GRAPHIC SCALE 50 / a 25 50 100 /00 ( IN FEET ) 1 inch = 50 ft. • / \. -.... / Denotes orange silt fence /tree protection fence placed at edge of moss grading." . F\ / ° ° All trees within this fence are to be removed for mass grading. Signs to be posted o ----- ..... / indicating tree protection zone. / / Implementation: / 1) install all silt fence /tree protection fence in locations shown. ' / 2) Remove trees within the silt fence area as shown (clear zone). Developer and future , \ / builders reserve the right to clear any trees not cleared within the clear zone as it 1,-; , -` / becomes necessary. There shall be no replacement required for these trees. All trees outside the clear zone shall be preserved and replaced if disturbed per Section 1009, this `- + is to be known as the (save zone). 3) Site to be graded. Any oaks damaged during construction to be treated per Section 1009. 4) Custom graded lots to be reviewed by forester at time of survey for building permit. No tree clearing or mass grading to be done with grading permit. 5) Post grading procedures to follow Section 1009. NO TITLE WORK HAS BEEN PECEVED TO DATE 12- 09-04) / Outlot D, MARSHAN ESTATES, Anoka County, Minnesota. / (PEP SCI -EDUAL A OF CHICAGO TITLE NSURANCE CO1vPANY FIE NO. 2676588) At That port of Government Lot 2 lying within the Northeast Quarter of Section 17, / ' Township 31, Range 22, lying Westerly of the following described Line "A" and Iying / / \ Southerly of the following described line: Commencing at the center of said Section; / thence North 00 degrees 22 minutes 54 seconds East (assumed bearing) along the west / / r line of said Quarter, 583.02 feet to point of beginning of said line; thence South 65 / / 1 degrees 57 minutes 53 seconds East, 258.02 feet to the intersection with sold Line "A" / / / and said line there terminating; / 040'1 / . ,O. 'y Line "A" is described os follows: Commencing at c point on the north line of sold / / ; = • Section, 850.00 feet East of the North Quarter corner of said Section; thence / / .- i . Southwesterly to o point on the East -West Quarter line of said Section, 100.00 feet East / /� ?may of the center of said Section and said line there terminating. / /494, C.; AND /",- / ,, Y • ' That port of the Southeast Quarter of the Northwest Quarter of Section 17, Township 31, / q Range 22, that is described as follows, to-wit: Beginning on the south line of said / ��BQ / Southeast Quarter of the Northwest Quarter and the southeasterly line of State Highway / O� No. 8, as now established. 80.00 feet wide across said tract; thence North 24 degrees 56 minutes DO seconds East, along said highway line, for 938.14 feet; thence South 66 degrees 23 minutes 00 seconds Eost 677.50 feet, more or Tess, to the east line of said Southeast Quarter of the Northwest Quarter and the point of beginning of the tract hereby described; thence North 66 degrees 23 minutes 00 seconds West 95.00 feet: thence South 14 degrees 10 minutes 00 seconds West for 212.00 feet to the northerly line of an easement roadway, thence South 67 degrees 07 minutes 00 seconds East, along said rood line, for 150.80 feet, more or less, to the Bost line of said Southeast Quarter of the Northwest Quarter; thence North, along soid east line, for 226.13 feet to the point of beginning, all In Anoka County, Minnesota. / / POINT OF INTERSECTION, SOUTH LINE OF SE1 /4 OF NW1 /4 AND SE'LY R/W OF HIGHWAY N0. 8 SOUTH UNE OF SEI /4 OF NWI /4 - / SEC 17, T 31. R 22 /;• Prepared }Sy: � 043, ® SONS, NC. {," $lam LEXINGTON AVENUE E. 1 ' CIRCLE PINES, MN. 55014 -31625 ./� Tel. 763- 186 -5566 Pax 163- 186 -60¢)1 www.agrud.aom y Subject to a permanent driveway easement per Document No. 1314776. 1 O1-11 -05 REVISIONS PER CITY NM aucxEO BY: w,,,a ,,,,,,, 04506 TREE M9 NO: 04506PP strrr 1 or 1 NO. DATE DESCRIPTION BY / / /- ...... / • EHw� . OF: MARSHAN LAKEVIEW FOR: JAMES & JUDITH FUNKHOUSER 595 MARSHAN LAKE LINO LAKES MN 55014 PHONE: (651) -792 -0604 N1/4 OF SEC 17, NORTH UNE OF NE1 /4 T 31, R 22 -_ SEC 17, T 31, R 22- (CAST IRON MONUMENT) t0g.}o EU, 8>g �E1 a Poo FM 9.ca'2` 9.y uuE , eetaN Pll 9Wp "i 56FUCi5 / "nn .. • _ OM ..apaAt -•. 850.00 / r )w- Proposed Parking location, not field verified }. a6 .,. -• : • (-ass s,r.. �9A ti!a .� pee 83 �r (!P:,,: GrK �r F�Et �?ktlaS.Ooaea< � o_ / posed F?vrking .. cation, not field' verified • 04 X4 I .. -., 4,-i 16'4 ay'' K0e941 y9 d,,,c ` . \� qry f {OFD * 9 {/`` �.TJ u 9 6 O 8 /3a>� 9�9RWE � / �00./ 30 / .....— waLaa ........; LEGEND: / uQ / 1 \, \ --'1,.. �CF.0.6. • Denotes iron Monument Found / Denotes 1/2 inch by 18 inch Iron „? / 1m cf Denotes Soil Type from Soil Survey , l 1 / by USDA Soil Conservation Service. l See Sand Soil Survey for description \ / / o Pipe Marked by R.L.S. number 41578 thot needs to be Set. 411•11■01. 401•1101111 of soil types. ,.r. " -`,- Denotes Existing Contour 01011.2 Denotes Existing Elevation. —"—"'— Denotes Edge 01 Wetland by Earth Science Inc. / Denotes Wetland delineated by Earth f� Science Inc. I='' "! Denotes Concrete Denotes Clear Zone Denotes 100 Yeor Flood Area from FEMA Mopsl '•••• • • • Denotes 100 Year Flood Boundary from FEMA Mops. / ,.0900} A5 25 5a .i °10iA0 ee0 g4 f a09'9, Q-' / :Nre'4 pea` 9g�Ao y46 ,3149'S; 1, II/ .sae 7W °I, ! y .SIN �gp9 ��P9tg�scs /�saeyY3. 6eT J J. :e 9G V'-, }9.9,59 49ry." .9�4R • ]��B"M ..........4916b" - }96'89 '., '.. re egg's: n Sa ��f - �C 1 3 ................. eB6.yJgSE REC'D 00s� moo, el Y OF LIKEO LAKE NOTES: — Ordinary High Water Level of wetlands shall be determined upon Final Design. — Contours are of 2 foot intervals. — N.G.V.D. Vertical Datum — Topography Collected in Field by E.G. Rud & Sons between 11 -18 -04 to 12- 06 -04. — Bearing's shown are on assumed datum. — Wetland located by E.G. Rud & Sons Inc. (763) - 786 -5556 on 11- 29 -04. — Trees located and tagged by E.G. Rud & Sons Inc. (763) - 786 -5556 on 11- 29 -04. — Wetland completed by Earth Science Inc. (651)- 674 -6210 on 11- 23 -04. — This survey was prepared with Title Commitment by Chicago Title Insurance Company. File No. 2676588. — Boundary area not shaded is the approximate location of Flood Zone C CENTER OF (area of minimal flooding) as determined by F.I.R.M. Map Panel 270015 0100 B SEC 17, T 31, R 22 dated May 17, 1982. — See Grading Plan and Certificate of Survey for Hydrologic characteristics. • 5000d. ‘6 cry* 06 O o • v. °.,a ,.15 ORMN BI1 NAA ,,. 12 -10 -04 aucxEO BY: w,,,a ,,,,,,, 04506 TREE M9 NO: 04506PP strrr 1 or 1 110 YE`AR'FCODR ONR OffWIo 81 :3 100.00 N89 °41'09" 8' CERTIFICATION: 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the Taws of the State of Minnesota. VOHN A. RE./V640 Dote: 1/11/05 License No. 25344 VICINITY MAP PARTS OF SEC. 17, TWP. 31, RNG, 22 / / / / / / / / / / e0 a,/ ( i 1 E` / R / INI ®,E I' S i VM- OF: MARSHAN LAKEVIEW FOR: JAMES & JUDITH FUNKHOUSER /• \ / \ GRAPHIC SCALE 25 50 102 ( 111 FEET ) 1 inch = 50 ft. 200 NORTH ANOKA COUNTY, MINNESOTA (NOT TO SCALE> SURVEYOR'S NOTE: There is a gap between the north line of Outlot 0, / MARSHAN ESTATES and the described boundary. / It is our opinion the north line of the road eosepient referred to In the property description and the forth line of Outlot 0 are the same line. A formal ` oadway easement description has not been provided add additional Title work has not produced any easement document. / There is on overlap of descriptions along the most westerly line of described property and adppining property of about 3.363 feet as shown on the ufvey. / / / / / / / / to V 00 y / / / // Prepared By: EXISTING PROPERTY DESCRIPTIONS: WO TRLE WORK HAS L3EEN RECEVED TO DATE 12- 0904) Outlot 0, MARSHAN ESTATES, Anoka County, Minnesota. 0:E32 SC 1 -EDUAL A OF O -1CAGO T1TL E NSLRANCE COMPANY FLE NO. 2676588) That port of Government Lot 2 lying within the Northeast Quarter of Section 17, Township 31, Range 22, lying Westerly of the following described Lme "A" and lying Southerly of the following described line: Commencing of the center of said Section; thence North 00 degrees 22 minutes 54 seconds East (assumed bearing) along the west line of said Quarter, 563.02 feet to point of beginning of said line; thence South 65 degrees 57 minutes 53 seconds East, 258.02 feet to the intersection with said Line "A" and soid line there terminating; Line "A" is described as follows: Commencing at o point on the north line of sold Section, 850.00 feet Eost of the North Quorter comer of said Section; thence Southwesterly to point on the Eost -West Quarter line of said Section, 100.00 feet East of the center of said Section and soid line there terminating. AND That port of the Southeast Quarter of the Northwest Quarter of Section 17, Township 31, Range 22, that M described as follows, to -wit: Beginning on the south line of said Southeast Quarter of the Northwest Quarter and the southeasterly line of State Highway No. 8, as now established, 80.00 feet wide across said tract; thence North 24 degrees 56 minutes 00 seconds East, along sold highway line, for 938.14 feet; thence South 66 degrees 23 minutes 00 seconds East 677.50 feet, more or less, to the east line of said Southeast Quarter of the Northwest Quarter and the point of beginning of the tract hereby described; thence North 66 degrees 23 minutes 00 seconds West 95.00 feet; thence South 14 degrees 10 minutes 00 seconds West for 212.00 feet to the northerly line of an easement roadway, thence South 67 degrees 07 minutes 00 seconds Eost, along said road line, for 150.80 feet, more or less, to the east line of said Southeast Quarter of the Northwest Quarter; thence North, along said east line, for 226.13 feet to the point of beginning, all in Anoka County, Minnesota. Subject to a permonent driveway easement per Document No. 1314776. AREAS: Total Boundary Area = 121,374 SQ. FT. (2.79 Acres) Total Upland = 99,003 SQ. FT. (2.27 Acres) Total Wetland = 22,371 SQ. FT. (0.51 Acres) POINT O1 INTERSECTION, _ SOUTH UNE OF SE7 /4 OF NWI /4 AND SE'LY R/W OF HIGHWAY NO. 8 BENCHMARK: Minnesota Highway Deportment disk at 35W Bridge and State Trunk Highway No. 49. Elevation = 918.96 (N.G.V.D. 1929) SOUTH UNE OF 6E1 /4 OF NWI /4 SEC 17,T31,R22 6a •S se: a save, irtc. Stem LEXINGTON AVENUE NE. CIRCLE PINES, TIN. 55,014 -3625 Tel. 163 - 186 -8656 max 163- 186 -6001 tuuw.egrud.com / N1/4 OF SEC 17, T 31, R 22__ (CAST IRON MONUMENT) NORTH LINE OF NE1 /4_____` SEC 17, T 31, R 22 sg .... / \ \ (04- ) tp) (6,> 9 \ '8044 414-4, / 4., • tit .Poe !'sg • mss, as ate 4' J 850.00 i • • • �+- Proposed Parking / location, not _K field verified 595 LINO MARSHAN LAKE LAKES MN 55014 PHONE: (651) -792 -0604 0 Aro �1. LEGEND: • Denotes Iron Monument Found / Denotes 1/2 inch by 18 inch Iron O Pipe Marked by R.L.S. number 415781 that needs to be Set. / / 8/ 4 \1 sik1 m / 30 / Denotes Soil Type from Soil Survey \ /f I \ 1 by USDA Soil Conservation Service. V See Sand Soll Survey for description \ / of soil types. \ "`,- Denotes Existing Contour i X1011.2 Denotes Existing Elevation. • - - Ezist \ _ fafu qx i2i i¢ ;7 Pi►po,ed Purkkig catkin, not Id verified • • , 4 gry •8 - - ---- Denotes Edge of Wetland by Earth Science Inc. I Denotes Wetland delineated by Earth Science Inc. Denotes Concrete Denotes Bituminous / Denotes 100 Year Flood Area from FEMA Maps • • Denotes 100 Year Flood Boundary from FEMA Maps. NOTES: - Ordinary High Water Level of wetlands shall be determined upon Final Design. - Contours are at 2 foot intervals. - N.G.V.D. Vertical Datum - Topography Collected in Field by E.G. Rud & Sons between 11 -18 -04 to 12- 06 -04. - Bearing's shown are on assumed datum. - Wetland located by E.G. Rud & Sons Inc. (763) - 786 -5556 on 11- 29 -04. - Trees located and tagged by E.G. Rud & Sons Inc. (763) - 786 -5556 on 11- 29 -04. - Wetland completed by Earth Science Inc. (651)- 674 -6210 on 11- 23 -04. - This survey was prepared with Title Commitment by Chicago Title Insurance Company. File No. 2676588. - Boundary area not shaded is the approximate location of Flood Zone C (area of minimal flooding) as determined by F.I.R.M. Map Panel 270015 0100 B doted May 17, 1982. - See Grading Plan and Certificate of Survey for Hydrologic characteristics. ge of Wetland - os Delineated by , Eorth 56ieaee'110: "` q b % -sea'- w H Approximate location of O h Flood Zone A as .' 0 • determined by F.I.R.M. Map Ponel 270015 0100 B ...775••••,z,:::::' ... "'•- doted May 17, 1982 CENTER OF SEC 17, T 31, R 22 -- ECEt. DEC 1 3 REf'D CITY OF LiNO LAKES I 01-11 -05 REVISIONS PER CITY NAA Na DA1E DESCRIPTION BY 100 YEAR 11.000 = B861: 100.00 N89 °41 '09 "W c�P .ORA0 417 (NECKED 9» NAA JAI? 04506PP DAM 12 -10 -04 DRAMNC Na: RESOURCE s0EEr 1 or 1 CERTIFICATION: 1 hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Registered Land Surveyor under the laws of the State of Minnesota. . �p HN A. r G / Date: / / / / /l9S- License No. 25344 • • Environmental Memo To: Paul Bengtson From: Marty Asleson CC: Jeff Smyser Mike Grochala Date: January 31, 2005 Re: Environmental Board Recommendations /January 26, 2005 The Environmental Board made the following recommendations at the January 26, 2005 Environmental Board meeting: Marshan Lakeview Environmental Board recommended approval of Marshan Lakeview including: • Water should be directed from all roofs and impervious areas to open space and pervious areas. • NPDES best management practices should be reviewed and acceptable to the site. • A buffer should be established between the lake and at least 10 feet beyond the delineated wetland boundary. Signage should be placed at this line and there should be education materials given to the new residents concerning the resource issues concerning this buffer. • Any soil disturbance in the 200 -foot from Lake Area must have temporary erosion control or permanent cover within 7 days. The NPDES plan should include how this erosion control will be done, and the permit and inspection reports must be on site at all times. The designated area for these documents should be described on the plan. • Page 1 • • • • All soils, especially in pond and infiltration areas should be protected from excessive compaction. Low impact construction equipment should be used and protection fence placed around infiltration areas. No importing or exporting of soils should occur with out City approval. • Make changes to the proposed grade plan to save more trees. Look at directing water from the North between the houses instead of creating a swale (and removing more trees) on the North. Install rain gardens to capture this water in front of the two northern lots. Custom grade the proposed houses to reduce tree losses. • Ask City Engineer to investigate alternative to a cul -de -sac such as a "hammer- head" design. This may save two specimen oaks. Note: The developer is in favor of looking at an alternative design to the street end. This will also reduce impervious surface in a shoreland district. • Donate the area from the South end of lot 1 bik 2, to the wetland delineation area to Anoka County Parks as a permanent protection measure. Owner is in favor of this and Anoka County has been questioned about their interest in accepting this donation. • Work with staff on lessening tree removals and increasing buffers. Motion by Baumann to approve, second by Smith with Staff and Environmental Board recommendations. All were in favor. Motion passed. s Page 2 C I T Y C ^' � O F IN =KE Memorandum DATE: January 21, 2005 TO: Paul Bengtson FROM: James E. Studenski, City Engineer RE: Marshan Lakeview /Funkhouser Estates Attached is the TKDA review dated January 21, 2005, of the submitted documents for the Marshan Lakeview / Funkhouser Estates development. The following comments must be addressed prior to final approval given for this project. Please contact me at 651/982 -2430 with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651 - 982 -2400 e Fax: 651 - 982 -2499 6 TDD: 651 -982 -2410 • • • TKDA ENGINEERS • ARCHITECTS - PLANNERS MEMORANDUM To: 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com James Studenski, City Engineer Reference: Marshan Lakeview /Funkhouser Estates Copies To: City of Lino Lakes, Minnesota From: Scott A. Brink, P.E. Date: January 21, 2005 Comm. No. 13265 -002 Routing: The proposed Marshan Lakeview is located at the east end of Marshan Lane on less than 3 acres of property. The plans submitted essentially provide for the platting of property into four single family residential lots. One lot would accommodate an existing house and garage, while new homes would be constructed on the other three lots. A review dated January 4, 2005 was previously provided for this proposed development. Additional documents received since then are as follows: 1. Letters of Transmittal from Plowe Engineering (January 14, 2005) and E.G. Rud & Sons, Inc. (January 11, 2005). 2. Full size and half -size copies of the following: a) Certificate of Survey (E.G. Rud & Sons, Inc.) dated January 11, 2005. b) Resource Inventory Survey (E.G. Rud & Sons, Inc.) dated January 11, 2005. c) Tree Preservation Survey (E.G. Rud & Sons, Inc.), dated January 11, 2005. d) Preliminary Plat (E.G. Rud & Sons, Inc.), dated January 11, 2005. e) Marshan Lakeview, Preliminary Grading, Drainage, and Erosion Control Plan, Sheet C1, (Plowe Engineering, Inc.), dated January 13, 2005. f) Marshan Lakeview, Preliminary Utility Plan, Sheet C2, (Plowe Engineering, Inc.), dated December 13, 2004. Review comments are as follows: General Comments 1) Because the property is residential and less than 5 acres, review and approval of the Rice Creek Watershed District (RCWD) would normally not be required. In addition, it does not appear that there will be any filling into delineated wetland areas. However, as previously stated, because the property is located directly adjacent to a DNR protected water ( Marshan Lake), a review by RCWD will be necessary. The plan does indicate efforts to attain quality for surface water runoff by proposing a detention area prior to discharging to Marshan Lake. Copies of correspondence with RCWD must be provided. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • • Marshan Lakeview /Funkhouser Estates Page 2 January 21, 2005 City of Lino Lakes, Minnesota 2) The proposed site development results in grading (disturbing of property) of over 1.0 acre. The development shall therefore be subject to the requirements of NPDES (National Pollution Discharge Elimination System) as most recently adopted by the Minnesota Pollution Control Agency (MPCA) and the City of Lino Lakes. The applicant shall therefore be responsible for retaining and administering a Stormwater Pollution Prevention Plan (SWPPP) in accordance with State of Minnesota law. Grading 1) As noted in the previous review, a drainage concern was expressed with regards to Lots 2 and 3 of Block 1. Although the grading plan does indicate an acceptable routing of runoff, special care must be taken during actual construction and final grading to assure that drainage between the two units is attained. 2) As mentioned in the previous review, the applicant shall ascertain the adequacy of the existing soils for the roadway, utility, and house constructions. No soil or geotechnical report is provided. Although the Resource Inventory Survey identifies fine sands for much of the site, any imported material for the site shall be subject to the approval of the City Engineer. In addition, floor elevations for the proposed housing units must meet the requirements of the City of Lino Lakes as follows: The lowest building opening must be a minimum of 1 -foot higher than detention basin 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. The applicant shall be responsible for attaining any permits as required for de- watering. Utilities 1) It is proposed to connect to existing sanitary sewer and water, recently constructed on Marshan Lane. The applicant shall be aware that the sewer is relatively shallow and that low floor elevations and sewer plumbing for the proposed housing units must be designed accordingly. A sewer forcemain service has therefore been proposed for Lot 1. 2) The applicant shall be responsible for the coordination of private utilities (electric, gas, cable, etc. as needed. 3) Individual sanitary sewer and water services for all three units are provided. However, as stated in the previous review, the 6 -inch diameter water main extension shall be revised to 8 -inch diameter in accordance with City standards. The 8X6 reducer proposed at the connection to the existing watermain should be replaced by an 8 -inch gate valve. Insulation must be provided for all sanitary sewer and water (mains and /or services) that will have less than 7.5 feet of cover over the top of the pipe. A detail for the type and installation of insulation must be provided. • • Marshan Lakeview /Funkhouser Estates Page 3 January 21, 2005 City of Lino Lakes, Minnesota 4) Because the utility main extensions will be owned and maintained by the City, as -built records will be required upon completion. This includes plan and profile views of the sanitary sewer and water. 5) The sanitary sewer and services must be placed a minimum distance from existing wells per Minnesota Department of Health requirements. 6) Further construction details and standard plates of the City of Lino Lakes must be provided, including gate valves, hydrant installations, and references to the Standard Utilities Specifications of the City Engineers Association of Minnesota (CEAM). All sanitary sewer services shall be SCH 40 or SDR 26. 7) The applicant will be responsible for obtaining required permits for utility extensions from the Minnesota Department of Health (MDH), the Minnesota Pollution Control Agency (MPCA), and Metropolitan Council Environmental services (MCES). Other Comments 1) The 30 foot street width and 60 foot wide right of ways as shown are acceptable. The right of way has also been expanded as needed to encompass the existing trail easement. Underlying easements and/or dedications no longer needed will require proper legal vacation or elimination by the applicant as part of the platting process as required by the City and Anoka County. 2) A Tree Preservation plan has been provided, and shall be subject to further requirements as may be provided by the City Forester. 3) The new street extension as shown does not conform directly to City standards. However, the street width and pavement section essentially match the existing Marshan Lane, and are therefore acceptable. Some bituminous curbing will be necessary to properly direct drainage to the runoff exit location. Provisions must be also provided for maintaining an access and continuation of the existing trail that runs toward City Hall. 4) The applicant shall be responsible for the verification of any existing well and septic locations on both the subject property and adjoining properties to assure compliance with the State of Minnesota requirements as previously expressed. t • • • AGENDA ITEM V.D. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: Conditional Use Permit Amendment Molin Concrete BACKGROUND Molin Concrete proposes two additions to the existing facilities at 415 Lilac Street. One is an outdoor storage bay with an overhead crane, and the other is a 17,500 square foot addition to the precast fabrication area. The Molin property is covered by a conditional use permit for the concrete plant. The northern 20 acres is covered by an interim use permit for outdoor storage. This new application does not involve the storage area. The Conditional Use Permit covers the entire site. Building additions such as those proposed in this application require an amendment to the Conditional Use Permit. Under the new zoning ordinance, the site plan review is done administratively. However, a Conditional Use Permit amendment is necessary, and a site plan review is part of the CUP review. Therefore the comments for the Site Plan Review will be included in this report. Because this application involves the CUP amendment, it is appropriate to review the conditions placed on the site through the last CUP amendment in 2003. That City amended the CUP with Resolution 03 -73. ANALYSIS Comprehensive Plan, Land Use and Zoning: The table below identifies the existing land use and zoning as well as guided land uses for the area. a • • • Molin Amendment Page 2 of 3 Location Existing Land Use Guided Land Use Existing Zoning LI (Light Industrial) & GI (General Industrial) Site Industrial Industrial North Single Family Dwellings Low Density Unsewered Residential R (Rural) South Industrial Industrial GI (General Industrial) East Single Family Dwellings Industrial & Commercial & Low Density Unsewered Residential R (Rural) West Single Family Dwellings Low Density Unsewered Residential R (Rural) & R -1 (Single Family Residential) SITE PLAN Buildings: Site plans have been submitted for two additions. One is an outdoor storage bay with an overhead crane. This will attached to the north side of the two existing storage bays, just north of the existing extruded pre -cast manufacturing building, and will meet all required setbacks. The second proposed addition is a 17,500 square foot addition to the north side of the existing manufacturing and batch plant, which will also meet all required setbacks. Lighting: The lighting plan for the 17,500 square foot addition depicts seven additional wall mounted lighting fixtures, however due to the fact that that it is setback so far from property lines, a revised photometric lighting plan was not required with this submittal. However a condition similar to that put on the most recent Conditional Use Permit amendment will be added requiring hoods, direction from residential, and 90 degree cut off angles for all new exterior lighting. Traffic: The building additions are being made to accommodate current manufacturing activities on site. The additions will not increase the number of employees or the amount of traffic generated by the concrete plant. The City has not received any recent calls about traffic concerns. Grading/Drainage, Utilities: A grading and utility plan was submitted with this application, and was thoroughly reviewed by the City Engineer. A memorandum is attached to this report that outline all of the City Engineer's comments. Landscaping: There is no landscaping proposed for these additions, and staff does not recommend any additional landscaping. These additions are both fairly minor in nature • Molin Amendment Page 3 of 3 compared to the existing facilities on site, and screening in the form of landscaping and walls is already provided in ample quantity. Completion of a number of landscaping issues was a condition of approval for one of Molin's previous Conditional Use Permit amendment (Resolution 01 -182), given in November of 2001 for an expansion of the facilities. These landscaping issues involved tree and shrub planting on the berm to the north of the property, as well as native seed planting around the pond located north of the berm. When the latest amendment was proposed in 2003 (Resolution 03 -73) city staff visited the site and verified that the landscaping plan approved in 2001 was being implemented properly according to the approved planting plan. If a concern over the landscaping arises city staff could complete another landscape inspection in the spring of this year. OPTIONS. a. Approve the Preliminary Plat subject to conditions. b. Deny the Preliminary Plat subject to conditions. c. Return to staff with direction. RECOMMENDATION Staff recommends approval subject to the following conditions: 1. Issues discussed in the City Engineer review memo must be addressed to his satisfaction. 2. Exterior lighting fixtures shall be hooded and directed to reflect light away from neighboring residential properties and rights of way. The fixtures must have a 90 degree cut off angle. 3. All conditions in Resolution 01 -182 continue to apply. This review is based on the following plans and information: 1. City Engineer Comments dated February 4, 2005 2. Molin Plan Set received January 5, 2005 Cover Sheet and Site Plan, revised and received January 20, 2005 3. Grading /Drainage /Erosion Plan received January 19, 2005 • • Memorandum DATE: February 4, 2005 TO: Paul Bengston FROM: James E. Studenski, City Engineer RE: Molin Precast Manufacturing Building Addition Attached for your use is a copy of the TKDA review dated January 31, 2005 for the Molin Precast Manufacturing Building Addition. These items must be addressed before final approval is given for this project. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651- 982 -2400 ® Fax: 651 -982 -2499 ® TDD: 651 - 982 -2410 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 E. Studenski, P.E. Reference: Molin Precast Manufacturing City of Lino Lakes, Minnesota Engineering Review of Copies To: Proposed Building Addition From: Scott A. Brink, P.E. Comm. No. 13265.002 Date: January 31, 2005 Routing: A proposal to construct building addition improvements to the existing facility has been presented by Molin Concrete. The following items have been submitted for review: 1. Full size Grading, Drainage, and Erosion Control Plans dated February 14, 2002 (existing conditions). 2. Full size revised Site plan dated December 10, 2004 and received by the City of Lino Lakes January 14, 2005. 3. Letter from Molin Concrete dated January 11, 2005 outlining the proposed improvements. 4. Land Use Application dated January 5, 2005. 5. E -Mail dated January 10, 2005 from Molin Concrete. 6. Full -size and half -size Building Plans dated December 10, 2004, and received by the City of Lino Lakes January 5, 2004. The applicant proposes to construct a 17,500 square foot addition to the existing manufacturing facility. An additional outside storage bay is also proposed. However, the location and size of the storage bay is not easily definable on the plans submitted, and further detail is required. Based upon our understanding of the amount of area to be disturbed (0.40 acres) for the building addition, it would not appear that a review or approval of the Rice Creek Watershed District will be required. However, a review may be warranted if the improvement site is located within a 100 -year flood plain, or within 1,000 feet of a public water or protected wetland. It is therefore suggested that the applicant contact RCWD to verify conformance in accordance with the Watershed's requirements. The existing site conditions show a storm sewer near the location of the proposed addition. A revised and proposed grading plan must be submitted that demonstrates how runoff from the new addition is proposed to be routed, and include provisions and measures for sedimentation and erosion control. It is recommended that existing drainage patterns be maintained and the capacities of existing storm sewers, ponds, etc. be verified for their adequacies in accommodating additional runoff. The applicant must verify the adequacy of existing utilities and plumbing to service the new addition, and shall address per the building permit requirements of the City of Lino Lakes. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity MATERIALS SELECTION 1111I1.1 ITE EARTH BRICK DRAINAGE FILL. RIGID INSULATION CONCRETE WOOD BLOCKING PLYWOOD CONCRETE MASONRY UNITS ® STEEL SYMBOLS LEGEND WALL SECTION BUBBLE LLI Ito INDICATES SECTION SHEET NUMBER OH WHICH DETAIL APPEARS DETAIL BUBBLE DETAIL NUI'BER SHEET NUPBER or INFIRM DETAIL APPEARS ARROW INDICATES DIRECTION OF CUT COLUMN GRID BUBBLE NUMBER aR LETTER INDICATING GRID LNE RI REFERENCE CONCRETE PRODUCTS COMPANY PRECAST MANUFACTURING BUILDING ADDITION LINO LAKES, MINNESOTA PROJECT NUMBER. 97121.09 ARC ETICT/ $T*ICTUTAL .1111111.1 Professional ig er up Architects / D,8#., 105 E Fourth St., 8200 PO Box 641 Bua. (507) 645 -2298 Northfield, MN 55057 Fax. (507) 645-2393 ABBREVIATIONS OWL ■1Y.NI1 PLOWS ENGINEERING, INC. 9180 LEXINGTON AVENUE NIL CIRCLE PN88, MN. 66014 -3626 7•1. 103- 188 -1043 Pax 163 - 186.6691 SURVEYOR E. G. RUC 4 SONS, INC. Land Surveyors 9180 LEXINC3TON AVOW. NI. CIRCLE PINE6, MN. 660t4 -3626 7•I. 163. 166 -6366 Pax 166 -619201 • AB ABV ACC ACT AFF AGG MOD BIT BLK BLDG BM BO DOT BR BRG BUR CARL Gi CLG CUR 0IU COL CCM CCNT CPT CRS CT DIA DIM DL D1 DR DWI- EA ES EC EL ELEC EPT ED EQUIP !WC EXIST DIP EXT FB FD FON FE FEC FFE FIN FL F1XT FL FLOG AT ANCHOR BOLTS ABOVE ACCESSIBLE ACOUSTICAL CEILING TILE ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ANODIZED AS60GATED BM UMINUOS BLOCK BUILDING BEAM BoTTC1 OF WITCH BRICK BEARING BUILT -UP ROOFING CRANNEL CAST M PLACE CONTROL OR CONSTRUCTION JOINT SEE ASECCIATIED 544007 TO DETERMINE) CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CARPET COURSE CERAMIC TILE DIAMETER DIMENSION DEAD LOAD DOWN DOOR DOWEL EACH EXPANSION BOLT ELECTRICAL CONTRACTOR EXPANSION JONT ELEVATION ELECTRIC EPDXY PAINT EQUAL EQUIPMENT ELECTRIC WATER COOLER D(15TING EAPAN510N EXTERIOR FACE BRICK FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE DCTINGUISHER N CABINET FINISHED FLOOR ELEVATION FINISHED FLOOR FIXTURE FLOOR(1NG) FOLDING FLUOR O FRT FIT GA GALV GB GC GET1 GL GR GRAN GRL GT GVL 110 106 NOW HOWD TIM 4bRlZ HT NCI_ WO N.9UL NT NITER rtv JC -1ST KR K0 uv LB6 LKR 0 LOCI LTL LVR M MAS MA1L MAN TER mina MFR r11 MIN 116 MISC m Tr® MO 1100 M1'L FLUORESCENT FRAME F1RE- RETARDANT FUTURE GAGE GALVANIZED GYPSUM BOARD GENERAL CONTRACTOR GENERAL GRADE GRANULAR GRILLE GRAVE_ Noun• CORE HEADER HARDWARE FOLLOW PETAL NORI70NT40 HEIGHT WIDE DIAMETER NCH NCLUDE NFORMATION NSULATICN NTER10R NTERPIEINATE NVERT JANITOR CLOSET JOIST JCNf KITCHEN KNOCK CUT ANGLE LAVATORY POUNDS LOCKER LIVE LOAD LOCATION LINTEL LoVVER 1ETER5 MASONRY MATERIAL MAXIMUM MEMBER MECHANICAL CONTRACTOR MECHANICAL MEZZANINE MANUFACTURER) MAN HOLE MIN011t1 MIRROR MI SOUS MILLIMETERS MEMBRANE MASONRY o6FNING MODULAR METAL TER LL No Nori OA OC ON CENTER CO OUTSIDE DuVETER Lit OVERHEAD 0ND OVERHEAD LXXJR DPG OPENING OPP OPPOSITE PAR PARALLEL RED PARTICLE BOARD PC PROCA0T PERF PERFORATED PER PERIMETER PL PROPERTY LINE PLAN PLASTIC LAMINATE PL86 PLUMBING RL PANEL PNT PONT PR PAR PREF PR07181 HED PROP PROPERTY P5F POUNDS PER 50UARE FOOT P51 PONDS PER SQUARE INCH PT PAINT PD1 PARTITION FIND PLYWOOD R 615ER RAD RADIUS Re RUBBER BASE RD ROOF DRAIN REC RECESSED RECT RECTANGULAR REF REFERENCE REFR REFRIGERATOR RENF REINFORCEMENT REM REMOVE REDD REQUIRED RES RESILIENT RET RETUAH REV REVERSE RFG ROOFING.. RPM ROO1 RND ROUND RO ROUGH OPENING RWL RAIN HATER LEADER 5CHED 5CNEDULE SEC SECTION 501 SIMILAR SPEC SPECIFICATIONS 5RK SPEAKER 50 50IARE 51-D 5TANDARD 511 STEEL 5TO2 STORAGE 5TRUCT STRUCTURAL T TREADS MORTAR TEL PILLION TEMP NORTH T8G NOT IN CONTRACT TH 94.58156 THK NOINAL TO NOISE REDUCTION COEFFICIENT TOW NOT TO SOLE TV OVERALL TIP MEN UCH US UTIL 45 VCT vENT VERT VEST VIN 5440 Yl: WOW WGB WD WPT W4NF YD TETEPHOHE 781PE.RATVRE TOJGUE • GROOVE THRMIELID 11N107(NESB) TOP Cr TO' CP WALL TELEVISION TYPICAL UNFINISHED UNLESS OTHERWISE NOTED UNDERSIDE VTILITT VARIEII VINYL BADE VINYL COMPOSITION 1105 VENTILATE(108) VERTICAL VESTIBULE VINYL VINYL WALL COVERING WIDTH MTH WATER CLOSET WOOD W1N0OW 11102 FLANGE 146706 RESISTANT GYPSUM BOARD 84790847 WORKING POINT WEIGHT WELDED WIRE FABRIC YARD KEY PLAN MECHANICAL / alcTlECAL .1aEE�1s T SHEET INDEX RECEIVED JAN 2 0 2005 CITY OF LINO LAKES Eall1E1T SWUM PCE- Elesmatic Inc. 21196 CORAL. ROAD WALIKS6HA, WI 63181 7•i. 261- 190.8111 Pax 262- 196.9116 CODE ANALYSIS ma= ON THt 2002 IBC, THt ADA- stn. DIM JM /MEN come TNI0FIC168 70146.Oi TOTAL. NEM 1 STMT 0-0' NFRG.0410HO11 MOM 2tW911'4ctURRG 11111111111 T1Ti TYPE II N MAO= PIM DIESINIALVED ALLOMBLE AREA - 45 ACOCER R 5001 FO SPRR811 T 56 1 158 Fat O FIJIAN, TOTAL &LOON AREA 101,280 9F 1H50�E E7.X81A9RES(Ig QaR FR / 6. SSiC62). RUT 9PRRi1FD solesODED GREATER THAN BT 40' or 758 0(150106IW.L 18111LW W-0' AMTTD BE 3IA IR. RA 0'81168 TO BE 3 IR. RUTH) 4 090 SF r0 sp 11,64 5F ENVISIDElh woe PIPE mons6 BFARB0 HALL - IX1IRIOR BEARING 14U - 111136CR 1aBEIM G NAILS - WIRER PARRi1 84 - PEEWEE 94FT DEMURE) FILOR - CEILINGS ROOF -M NE NIA suss %sus Nal -RATED 42P-01 Tre Fs I011W SF AT 210SFA18000i) 6x meows - 3 DOTS NNR101 MX. 114111 UMW NMI MOM I AT 48' (AM), 0114E1 44. REFJ1818 P /17 HFAOROa5 0-0` 1RN11I1 Ttariu1 ESE 8-0" cessee1 Looses MINER ~AU AR STAR pCRRI00R AREL5 Gas' R 1 R 111 POP CCIIMRCIIII GROUP 0 CLASS B IMP CEDE FULLS R -0 R -8 FLUNDATab R -B root A RID1RFD WR' M E 021 AMEN K884 5F / 2000 - 18 MC . 2 F UV, TOILET - 4 2 M LAV, TOILET IUr name) MS IND 700 rn HID eoceo68 c INESIEWEI MJI Idi 40 PEST Ili C�O�VA.E.�R�� �BF�E�E8Ttp,{� AI9CNITECTU4L DRAT. NNis6 AI.O 511E PLAN AI.I FLOOR PLAN AI.2 ROOF PLAN 4 DETAILS A2.0 D(TERIOR ELEVATIONS A3.0 BUILDING SECTIONS A4.0 5CHEDULE5 DOOR 4 FRAME TYPES, DETAILS 5P1 SPECIFICATIONS BTRWCTLIRAL DRAWING* 51 FOUNDATION PLAN 52 ROOF FRAMING PLAN 53 DETAIL5 54 DETAILS 55 YARDING CRANE FOUNDATION 4 FRAMING PLANS, DETAILS 58 YARDING CRANE SECTION 4 5TRUCTURAL GENERAL NOTES MEG- 6041CA. / ELECTRICAL DRAWW..48 MEI SITE PLAN, MECH. 4 ELEC. MI MECHANICAL PLAN 012 El E2 E3 MECHANICAL DETAILS MAIN FLOOR LIGHTING PLAN MAIN FLOOR POWER PLAN DETAILS R SCHEDULES • 1 ** :1 HILL TO TRUNK AND INTERSTATE 1.14141AT 111 RESTING N411 6171 UNPAVED CIRCULATES eo BALMS SETDACx PROPERTY LIE 195194 C� SITE PLAN 6 - — FOURTH -- - - ANNUM- - MINN SCALE, t• - 100' -0' Professional Design Group Architects / Eryhle.. 105 East Fourth Street Suite 200 Bu. (507) 645 -2298 PO Box 641 Fa . (507) 645 -2393 Northfield, MN 55057 www.profdesigscom Project Tide CONCRETE PROM/ CIE COMPANY Precast Manufacturing Building Addition Lino Latest Minnesota Key Mut RECEIVED u 2005 (CITY OJAN F LI2 NO LAKES Revldom: 2 1 -14-05 DRL OWNER REVIEW 1 12 -10-04 OPL Rev.j Date Approved By Dea0iption Note: Drawings ere not to be soled to obtain dimensions. Contact Professional Design Group for omitted or additional dimension, or those In conflict with actual field maawements. I hereby certify that this plan, specificotion, or report s prepared by me or under my direct supervision and that 1 am a duly Licensed Architect under the lows of the state of Minnesota. &9 h,. Typed or Printed Name: Date: Reg No Project Number: 9712109 Date: 12.18.01 Drawn By: RAM Chedred By: DRL Copyright Professional Design Group: 2004 Sheet Tide: Site Plan Sheet A1.0 c SEE 511E RAN O SEE S10 t RAl - LW STRUM. MEM CO NC. APR01 L in © 11D 12-C [ 17d RDIlC 5181 DOD! Cr 0 it O O ti Iv CDC APRON Ai 11D 3.- 0'[7-0' 594. NY DOOR 1m ie-o [ 12-7 R0 114 51M. DOOR 0 C OO CRL1E SLAB ON TRADE - SEE SDDICT. M.1 O 17 V-10* I 75-0" 75-0' 75-0' u n ;u. 5-i 5d 12L2 10-0. WC APRON 17d [ t5d cons DOCK 75-0' MD COME �1 APRON L rc 111 i OOP Oti716 DOOR - I I RGIE NO TO DD 17 I11 I II A Y 11 DOC all DOOR - MCCAIEroOID17 IMO COME APRON r L 2S -7 lid FLOOR PLAN II v O SCALE 3/37 • fd RECEIVED JAN 0 5 2005 CITY OF LINO LAKES elProfessional Design Group Architects / Engineers 105 East Fourth Street Suite 200 Bus. (507) 645 -2298 PO Box 641 Fax. (507) 645 -2393 Northfield, MN 55057 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Pion: Revisions: 1 I 12 -10 -04 I DRL PRELIMINARY PRICING Rev.A I Date I N'er'ved By Description Note: Drawings are not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan, specification, or report s prepared by me or under my direct supervision and that I om a duly Licensed Architect under the lows of the state of Minnesota. Signoture. Typed or Printed Nome' Dote: Reg No Project Number Date' Drawn By Checked By 97121.09 12 -10 -04 RAM DRL Copyright Professional Design Grnr ,p- 2004 Sheet Title: Floor Plan Sheet: A ROOF PLAN RECEIVED JAN 0 5 2005 CITY OF LINO LAKES •Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plon: Revisions: 12 -10 -04 I DRL PRELIMINARY PRICING Dote I Approved By Description Note: Drowings ore not to be scaled to obtain dimensions. Contoct Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this pion, specification, or report was prepared by me under my direct supervision end that I am a duly Licensed Architect under the lows of the state of Minnesota. Signature- Typed or Printed Nome Date: Reg No Project Numbwri 97121.09 Date' 12 -10 -04 Drown By RAM Checked By DRL Copyright Professional Design Grniin- 2004 Sheet Title: Roof Plan Roof Details Sheet: TT® I I I I IIIIIIIIIIIIII 1 111111 IIIIIIIIII II III III 1111111 Il� lir 11111111111 ❑ ❑ ❑ ❑ ❑ EAST ELEVATION C 17 16 15 14 13 To 10 T® 7 8O I I I I I I I I I 1 _ 1 11111/111 1111 MIIIIII=1 1111111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Y700' -0' WEST ELEVATION STILE t/ir . Yd NORTH ELEVATION SCALE t/r - r-r RECEIVED JAN 0 5 2005 CITY OF LINO LAKES Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Pion: Revisions: t I 12 -10 -04 1 DRL PRELIMINARY PRICING Date I Approved By 0escrotioo Note: Drawings are not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plon, specification, or report as prepared by me under my direct supervision and shot I am a duly Licensed Architect under the lows of the state of Minnesota. Signature Typed or Printed Name Dote: Reg No Project Number 97121.09 Dote 12 -10 -04 Drown By RAM Checked By DRL Copyright Professional Design Grr,,0- 2004 Sheet Title: Exterior Elevations Sheet: A2 0 00 0 00 z -r u -r 41-0 z -r BUILDING SECTION Snar. 1/4* . 1.4 II'■'■'■'= tIll'=11'MM1'IIMI'lIMM'�1 �'�l ∎IIT�'�'�'t1 '�'M'�'� '�'�'M'� '�'�'�'�'■ �I�I1 11 11 IIII11�II�Ii�I I�111' qr u....." I I M BUILDING SECTION sc,a t/Ir . 1'-0• RECEIVED JAN 0 5 2005 CITY OF LINO LAKES •Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 Bus. (507) 645 -2298 PO Box 641 Fax. (507) 645 -2393 Northfield, MN 55057 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: Revisions: I12-10-00 I DRL PRELIMINARY PRICING Rer.# Date I APyroved By Description Note: Drawings are not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan. specification, or report as prepared by me or under my direct supervision and that I am a duty Licensed Architect under the lows of the state of Minnesota. Signature. Typed or Printed Nome. Date. Reg No Project Number- 97121.09 Date- 12 -10 -04 Drawn By RAM Checked By DRL Copyright Professionol Design Grniin• 2004 Sheet Title: Building Sections Sheet 1 11 .... 1111 L C-1 C-2 C-3 - - DAWN 921 mar PRECAST 24'436' PRECAST 244 C PRE AST 5-r 6-0', snaps 0 - ME? TYPE A MI O a 0 A - - Ba1. 1410 2 EL W'-r ig>aNrarm*"smaffi7 IL_ EMI EN PER Ciffil iii... EP 30'e47 30'44f 30'442 Mi 111 UT.RE)F. 12 - p II 12 -#7 - - TES Asir a[ µ41r OS /3 412' ac - - 10P OF PER EL 664-4 16f-4 4F PLAN - - sZE 12-0' s F-0' 15-0' . 10-0• 14'- a 0-4' - - CEPIN 24' 24' 24' - - REEF. pRtf Qa E4 14 -#7 E4 p• if as E4 - - VEERT.WARS - - - 2,F'd. IS't'. - ®. v .\`. - - - REMARKS m ,� - m �� - - Elm ,� ,. ,"11� \ ■■ Y mil/ ■■ ■■ AIM ,p.� a,PII q:irr � i�I.'I li I 1111 —� �� III__ Pm TallEira ( TOAD= CART FML ffi'-r b9np[ 11/2' PA r. P NI Pdie IPA 11111 MI IMII Ell -will--: 12■1111MIIMIIII 1111i1111 inrj um >r _Ella 411 .. CD 42) in n: �r. .m. CO w. MN O m © AI s 0 1 'I' V �__ 0 ° , COG MAO ON oRAx ■/ er -n.a¢e mar. F FJE.10o'd 0 � 117 MN IL Lltig 11. a° . • ad titIML. .., AV CO MI NIM NIB WE .. L�JI _ �Fr O L J L Illnll Eli 5 -1, .., © EI ■■ 25-r 25-0' 25-0' 25-0' 25-0' rr1 25-04 I I��1 1' -10' �% 1B 0 175-0' ® • O • FOUNDATION PLAN ■ 51 tlDRnt COLUMN / FOOTING SCHEDULE r1 CO REA Nil DR LOCATION C-1 C-2 C-3 - - DAWN 921 mar PRECAST 24'436' PRECAST 244 C PRE AST - - ME? TYPE A A A - - Ba1. 1410 2 EL W'-r 6F-r 9E RIM - - PER sSE 30'e47 30'44f 30'442 - - UT.RE)F. 12 - p 12 -p 12 -#7 - - TES Asir a[ µ41r OS /3 412' ac - - 10P OF PER EL 664-4 16f-4 4F PLAN - - sZE 12-0' s F-0' 15-0' . 10-0• 14'- a 0-4' - - CEPIN 24' 24' 24' - - REEF. pRtf Qa E4 14 -#7 E4 p• if as E4 - - VEERT.WARS - - - - - TW OF FIG EL - - - - - REMARKS - - YCRRANE - - WALL FOOTING SCHEDULE r1 .4.-„. It nom R /2 -p COMAR15 rI ' -40.10 DICK 0/ 2 - p COMM BASE PLATE TYPES 3-0' ? >: S (_I h 4 -4 - 1 112.0 A36 AMER SCATS MINIIIII3 lir II. rY TYPE 'A* STEEL RATE TI6oO64 Of PS SUPPLIER TS 4.413/ratf LCMG CAST 102 CRAM 4 DIA 1'-r ElocE TYP. ANCHOR BOLT KEYNOTES O 1r MMC 11211DA1IDN RAL 0/ N • tr as E4 EA FACE 1119. - 7O4 . W'-4' 1119.QID 400 r GONG MOW= 10404100105.0/0 41r aG EN, COVERED M RALL - TA0 - W'-4' ® 1119. stoop -S cat 91811 /#6 X17 aG El aN r FOG FOIL WALL I /#1•1raa LL COVERED N 441E r Cala APRON R/ 646- 10.6a1A 4V. RECEIVED JAN 0 5 2005 CITY OF LINO LAKES I. Professional Design Group Architects / Engineers 105 Eost Fourth Street Suite 200 Bus. (507) 645 -2298 PC Box 641 Fox. (507) 645 -2393 Northfield, MN 55057 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Pion: Revisions: 12 -10 -04 I Die PRELIMINARY PRICING Rev.# I Date I Appro.ed By Description Note: Drawings are not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this pion. specification, or report s prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the tows of the state of Minnesota. Signature' Typed or Printed Name Date: Reg No Project Number 97121.09 Date' 12 -10 -04 Drawn By RAM Checked By DFB Copyright Professional Design Group, 2004 Sheet Title: Foundation Plan Sheet: - 11' -71/1 0 -7 0-7 1 If SV 7 A L PL / 1tuL PAIE1 T.O. P. PAWL WAS 54 b In AT OWE BEAM P �+, L0. iEE T. PC PANEL EL 17/ -r 4' , - 110. EFT 2EE 10' c 2 1/1 ■ Ilk EL 1 _ g w ..10' III 01241 itoM1 - - m ,i ntr4/ 1,-10' CEE 44-1110.41 .. 01m41 10' LEE -A 'ii. ,? 1 v 11 . 1 1 L e ^ \ 47%47 I -1 2 Q m 124RI 24 O41 // s13 (ts` Malt 10') 107 (,mil 30'05 R0. I. -- fff A SPAY Cr I r I 1 I�— 1I 1 I I I I I I. I I I I I I I t, CRAZE UV 7.42" CS R/ 12444 b 16' PRECAST n.,.. ".]� �. I' -- 9l I? ��,1 w r to Y n Cr tT Is 42 T.0. 0.l 4 EL 130-Y I 7-7 1 1 - 1 7� —_I�- 1 I a T.O. Mil I I _ R.O. ' W I '12444 N/ 115vIl1 (1ffi� VC) I 7I 1 ■ I I 1 I �4E ' 1 1 1 7—�— 1 1 C I 7--- i- 1 1 1 I I E_ I „ 17.47 za__ R8113:110 (139-11 © 5< 2 e io F1AYA7d PR1 E lar 0 A30 V Q 1 AT _; CRAW Ls n ■ nau i0. 54 ,as' EL 7 © © ,V t' -117 © AGAW IQ445 (134' -10') 254 T0. P.0 PA1EL 1 1 I I I I a © 25-0' Y . 25-0' 25-0' 254 25-0' u -Y 175 -0' ri' -lo• 0 16 15 14 13 12 11 10 9 ROOF FRAMING PLAN F -7 700 OF fEE SCALL 3/37 - 7-9 1' I t 1 I I t I t I FRAMING ELEVATION 404 4GA 310th 1/r - 1'-0• KEYNOTES 0 ME la's 2 1/9 : 1401. BOLT TO P.0 0111111 AT 5-r 0.5 IO 010.40 11/l7 r10'c3 /4' BASE 11,1,11 i/4- 1/7011.11 IIY 150 ID UNE AIECEl01S O FRAIE ARC1110 EPDSIPS i/ QF 10' a 2 1/9 c 1401. , E ENED JAN 0 5 2005 CII3 ` F LINO LAKES Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: Revisions: I I 1 I 12 -10 -04 I Drb PRELIMINARY PRICING key it I Date I Approved By Description Note: Drawings are not to be scaled to obtain dimensions. Contoct Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. 1 hereby certify that this plan, specification, or report wos prepared by me or under my direct supervision and that I am 0 duly Licensed Professional Engineer under the lows of the state of Minnesota. Signature' Typed or Printed Nome Dote: Reg No Project Number. 97121.09 Dote' 12 -10 -04 Drown By- RAM Checked By DFB Copyright Professional Design Orn„n, 2004 Sheet Title: Roof Framing Plan Sheet: 11' -71/1 0 -7 0-7 1 If 17 -Y 7 -31/♦t 1 10 -111 /7 tr-S 1T- 1/T 0 RP till lg 17 c 2 1/2' c 1$ -r b In - -- 110. EFT 2EE 10' c 2 1/1 ■ Ilk ..10' III 01241 itoM1 - - m ,i ntr4/ 1,-10' CEE 44-1110.41 .. 01m41 10' LEE -A 'ii. ,? v 11 . 1 1 L FRAMING ELEVATION 404 4GA 310th 1/r - 1'-0• KEYNOTES 0 ME la's 2 1/9 : 1401. BOLT TO P.0 0111111 AT 5-r 0.5 IO 010.40 11/l7 r10'c3 /4' BASE 11,1,11 i/4- 1/7011.11 IIY 150 ID UNE AIECEl01S O FRAIE ARC1110 EPDSIPS i/ QF 10' a 2 1/9 c 1401. , E ENED JAN 0 5 2005 CII3 ` F LINO LAKES Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: Revisions: I I 1 I 12 -10 -04 I Drb PRELIMINARY PRICING key it I Date I Approved By Description Note: Drawings are not to be scaled to obtain dimensions. Contoct Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. 1 hereby certify that this plan, specification, or report wos prepared by me or under my direct supervision and that I am 0 duly Licensed Professional Engineer under the lows of the state of Minnesota. Signature' Typed or Printed Nome Dote: Reg No Project Number. 97121.09 Dote' 12 -10 -04 Drown By- RAM Checked By DFB Copyright Professional Design Orn„n, 2004 Sheet Title: Roof Framing Plan Sheet: P -r 1. -r 6000 PER 51E RAN p 160.10. ac f3O 3 G 110 LATER ALT PP/ISP POPE REUF. 4E SO6A 1 1/0. COWER 1 PIER DETAIL S3 scvE 3/e - 1-6 .4 COI. FOICAOO MEL RUN IOU- REIF 9* PER 2 PIER DETAIL S3 SOUL 3/• - Y-0' CONG PER SF RAN p 109. if AC /3 10.5 • 10.00. ALT 9P/1EP bD EA. LAYER WO FOP. SE SOFA 1 1/2' COYER OFOUND. WALL SECTION 6 BASE DETAIL 0.3 004001/5 S3 SCALE r - 1'-0' CONTROL JOINT (CJ) O DOWELED CONST. JOINT O SLAB ON GRADE F -5 3/0. P.C. BOIL PIl - SE PLAN TVO RAN P.C. COL 40. FLAP 11/7 4971 k BELT (47 A. BCL15 R/ 1SWLATE) 3/4 7CP RUE 4..3/0.. 10. LOID NEE STEEL - OAST RFD COON COG PER - SEE RAN COIL FOIID 6000 DECO 16.10. 0.. Tr. 1/0 SPA TCP t COT. 5i. RAM •11=11 ��11" t VEfi1 L O23 PIER /COL. SECTION SOLE 1/0..1 -P 4 OSLAB DETAIL 53 So2E 3/4 - r-0' F1 gh SEE RAx 6000 SAE ON PROUD 2' 9* t ES PRo1T SPAR 11/5 COO OR T6 PERT REIF R/ 17 IDQ AT B01. WIG F1D SE RAY COM O PIER/COL. SECTION SOLE 1/0. - 1'-0" 10. CD SLAB DETAIL SOIL 3/4 - P-0' T m-• 5--- 0 t = WNW CART V 25-0' V RAE - SEE 31 , 4. 4. I mow• 11 irk EI . r-r . Y -1 7/0. BEEP PIT I23-0• TRANSPORT WAGON CABLE PIT LOADOUT CART RAIL DTL IN EXIST SLAB SCALE 3/4'.3 -P 7 -2 11/10. O .77—\. PIT SECTION Ev4E 3/4 - 1-d 1 RAL BED 1- 211/4' LOADOUT CART RAIL DETAIL GOUT POOOT R 4000 P9 coot E/ PEAT MOS 101 ASCE PAL 7 A umnuosLY. TOP t COT. R 001015 . t0. LO10 • 10.0.0. p B t0. .G TRANSOM RP t BM. WED t •30.60. 3/250'01 1/0. ROL 81 5� ER RAZE SU RECEIVED JAN 0 5 2005 CITY OF LINO LAKES Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: Revisions: 1 I 12 -10-04 I DFB PRELIMINARY PRICING Dote I Approved By Description Note: Drawings are not to be scaled to obtoin dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan, specification, or report as prepared by me or under my direct supervision and that I cm a duly Licensed Professional Engineer under the laws of the state of Minnesota. Signature Typed or Printed Nome Date: Reg No Project Number 97121.09 Date' 12 -10 -04 Drawn By RAM Checked By DFB Copyright Professional Design Grry i• 2004 Sheet Title: Details Sheet: 7 -T 1 PLANK BEARING S4 511E 3/4. DETAIL 2 PLANK BEARING DETAIL S4 SEAM 3/4 - 1•- ' WSW Or PULE O54 ROOF BM BRG © EXP JNT SCALE r • r-C O CRANE BM BRG @ EXP JNT SCALE 3/4 - r-0' LSEE 0 MIL PLAD 6 CRANE BEAM BRG. DTL. Sj SCAM 1/4 - r-0' 1/R' PLIMOCI PEA5A4 PARM'ET MAIL 61 92 • 1C at 115 PLAZA - 5EE PLAN 3/6' 5161161 EA SEE STEEL ITEM - 5EE NAM COPE 011 OF ECM r NS mart EARP1 KATE PI 1/54 BEAM BRG @ EXP JNT SCALE 3/4 OROOF BM. BRG. DETAIL 54 SCALE 3/4' • f-0' 6161/4 EMBED T 12' 161, P1ECAST MIL PAWL OCRANE BEAM BRG. DTL. S4 SCALE 3/4' • 1'-0. 106 5EE P059 LETIL MIL PAWL L15d /4 CUP ANGLE - FE1D VELD TO RCP. / \ \ 1/2' R "1000 CP T.0 MML PM 5110 P5 W ME DEEM 1/2' PLY600 4EA11MC P6M'CT TM. M/ 21 • 16'0: COMM MFIASE DOME TEE (Via. PECIST PL M1 LO 5EE NMI 1� COMB PRECAST [MC READ 1'd ©ROOF BM BRG © EXP JNT 54 s Au 3/r. r-r Sin. 1EM - 5EE NAN 5141 E GROUT 00911 PRECAST CPC. PLUM O54 CRANE STALE 3/r • 1.-0' MIRE 11C NAM! FU11AE B1L 1 ▪ Pt 012 CE 1044 1/2b4 CA PI NAIL 2 1/2' STUDS K• 5 1/2' MAD C SIUf5F0 F-51 "6 mMEDto1 -S,r• GAM 1/4 016EE0 12116'I51610/2' PUT: - RUM 1/2' ABM TOP 25 COL 4' \ 11\ ` I OIIDR CORE PLOW was 171 WERE 3/6' SWFDER STEEL FEW - SZE KAN P.C. MUM BEAM BEARING DETAIL SCALE 3/4' • 1'-0' ME MT Cti01/2'614 G 15-0' 0C Tim. BM BRG © EXP JNT m METAL WAIL PAM. WIT Or. CM ANGLE CEE 1062 1/2'614 G 11510410 MAN • 2-0' at M/ MASORY SCREE PRECAST MOIL PANEL CCe5 1011 r END WALL I DETAIL Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 Bus. (507) 645 -2296 PO Box 641 Fax. (507) 645 -2393 Northfield, MN 55057 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: RECEIVED JAN 0 5 2005 CITY OF LINO LAKES Revisions: Rev./ I Dote I Approved By Description Note: Drawings ore not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan, specification, or report s prepored by me or under my direct supervision and that I arn a duly Licensed Professional Engineer under the lows of the state of Minnesota. Signature Typed or Printed Name Date: Reg No Project Number' 97121.09 Date' 12 -10 -04 Drawn By RAM Checked By DFB Copyright Professional Design Grnnr• 2004 14111MAL Sheet Title: Details Sheet: S4 0 y N' r 75-0" II-1 r - -' 9T-' 17W. MS 1-4 I b 10 r L 1 / !M• b p t3 1 Isl N. l4 r I 1 LB I I h 0I v H-- t 3 b 10 •0 TM. O O TM'. \ to ) )3 66 DPA1®i IurT CP. h 716 Am 10 tt is A p 10 � YARDING CRANE O FOUNDATION PLAN KEYNOTES: 3 PRECAST CCIIW - SEE MEDIAE 61EEr 51 - COL. 6-3 7YP. OCCE M NG - SEE SOEDIILE SNIT 51 - COL C-3 TIP. /7)111.444 N/ CISA339 Nm6E CRAW NMINr BEAM 7.0.0. . 129• -7 3/4' z-BRACE 116 BAY - 91 OEMAl 7/21 /7A DEMO 1RAR6POBT NM ANCHOR RATE SLAG woo RAL BED. 1 1•. NEw 7r -r DET. 7r -r 2•-P 1/33t, 75-0" -r 75-7 imE-S 1/r I1I T•. t8 t3 1 13 h 0I v H-- t 3 b 10 •0 TM. O O TM'. \ to ) )3 66 DPA1®i IurT CP. h 716 Am 10 tt is A p 10 � C YARDING CRANE 2 FRAMING PLAN \_ 55 690E r - 30'-7 CRANE RUNWAY BEAM DESIGN LOAD (ONE 20 TON CRANE PER BAY) WHEEL LOAD - 39.6 KIPS (INCLUDES 1521 IMPACT FACTOR) LOAD DIAGRAM 3 COLUMN /PIER DETAIL 55 C) CONNECT. DTL. SCAL,T -r C1) BEAM /COL. CONNECT. DTL. SCAM 4 N7� t SIM SEMI 4F PLAN 61Ee3/B' }t /1 Pt MUM - A325 BOL' P.C. COMM - SEE PLW SEE PINT T 126.1/7 I6b1/1' FEID DD TO EMEED t D ® t BY P.9 SUPPLER L A14111111\0 v .1L, 091;11 SEE PUN 6 EXPANSION JOINT DETAIL 55 Sr-0.0 I/Y - 1•-7 O TYPICAL X— BRACED BAY 8 X —BRACE CONNECT. DTL. 55 SEAL ,/W' - ,- 55 694E 1/2' - 1•-7 OWETII6 cpNO T USED NO SCNE CA1EYARD /- [\Y TRANSPORT WAGON ANCHOR PLATES STALL 1/4 •Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: RECEIVED JAN ®5 2005 CITY OF LINO LAKES I • Revisions: I12 -10 -04 I DFB PRELIMINARY PRICING Rev.# I Date I Approved By Description Note: Drawings are not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Signature' Typed or Printed Name Date: Reg No Project Number' 97121.09 Dote- 12 -10 -04 Drown By RAM Checked By DEB Copyright Professional Design Grrn p 2004 Sheet Title: Yarding Crane Foundation Plc Yarding Crane Framing Plan Details Sheet: SJ n • STRUCTURAL GENERAL NOTES IMOLCCLES - All NOES LATEST RREN MBE *10000 NINE ODE 1111SECIDO OTA STATE BLAME CAFE MSC AWWAN MIME OF S11 05610.0101 ACL AIERICAN 0.11017E 04IIWIE 1.01 RECAST I1ICRIE 168101E C2S1 CONCRETE 0IFOROO STEF11610100 NOUN. OF STAIDND flNC10 AES NEAR04 AMINO SUER. STANDARDS FOR WIRE AS LEOFID BY MSC S"FIf1 000* S.11 STEEL DIET 1611IUIE 1ETIR'A105 0.11 S11 DEW N51ME 9'ECIWAID6 MLA NATIONAL CODEX LASORY MOOA10N ALSI AMMAN NOM A10 SRII 161001 TW050 01 F0 1E MEN 0 call -01000 SITEL SWPCII0*0 DIMS' 111 STRUCTURAL DESIGN I0RDED MOM 6 BASED 01 71E 00000G 0901 L1E U3ADS 90ERMOM OR DE C0ELEID MEOW. RIO' (000 - 35 P00 (POPS 061108 PER WEATA MOUE COCCI AND - DO WIT EMOSUPE B CANE - 710 20 701 HNW (SEE ROOF RAMC PIYARDING FOR LOAD G AID YARDING CRANE 1 -20 T0i OWE PM BAT 1111DILL5 4S REMORSE BARS: ASV ADS GAGE e1 IDLES NOTED WEER WE FABRIC ASV 4165. GRAD R 00011E 4000 PSI FOR RIOTNG& 1000 P9 FCR FOIDATE1 IDES NO P135 (,W -p1RNm F ELP04D) ION PSI FOR SLABS-01-GRADE (AO-0fIRMED F DPO9D} 1000 PSI 100 C061PNCL311 NOT IDIFD SW4TRA1 511E iy- 501.9. WLO. IMOILL ELEVATIONS MEWED BY 10008 S. Io1a -bwiln P E m F001NC SIPS 9011 BE UMW 070RNLY WERE 1005161 BY 5100. 00 PREPAW ALL REP CRAWLS DEEPEN D04110. WE 0 1114 COORMT 10011ENI5 AS SHOP GRAW16 6 PR0SIED SEW STEP DAMNGS 70 DE NOFRL'1 /DIGWER (A/E) PLO NL 1010011 NO NASODY 1100100 PRECAST NNOEIE, SWICI AL STEEL, S1D. BAR A615 NO SWIM AW STEEL DEW ALL GOURDS TO BE QN1ND ON ON LACE UILES NOTED OTIERDSE. ALL C011W ROUSES TO E ONIEIED WIER NLL106, IRIS NOTED OD0RMI4. NL CO HN/COS FLORES WWI E CRITRED GOER 0115, WSW NOEL 971 ND NOA70I OF ALL 0001 X ND ELEC REAL ROOF, WE_ NO FLOOR WRINGS 10 E %ERED RTH WD4WCAL MM ELECTRICAL cornoc Ns LIE SW5TIRAL 09GN 6 BASED OILY 0 TAE 000100 N ITS CO4AEDD STATE m*RA1T06 AID DER SUBCO RAC06 9410E INCE IIIAIIAFR FAECAU106 ARE WDESSARY 70 0116TAW AU. NCREOWIAL NO AER1F11 Lo11NE:5 DDT NAY BE 94VIRIEEn *005 DE C00TRUC104 PM 70 NWLE11 OF LIE RADIO 004 GRAVIES CO NOT 1010E IRg61Rf 00001106 FOR CO S1N0T01 SAFETY. E61111681 505 EANA701 BY 515 Ca0LIAN6 170. WFOTT E WRY DATED 12- 3-1947 901E ANY 0OS1104/HE C0011136 E RECLAIMS CLOD MAYORS NOM A/E *4ED04115. FODING ELEVA106 APE SUBJECT TO GLANCE COERCE ON C01011106 RECURRED. MDR 9441E NOT E PIERCED 10 POD N ROME EXCAVATED /SID PEAVA 00 DRY. REM 10 W SO WI. BE CAUSE RR 00000 CC/CRAMP TO RENEE A10 RERA2 511 GIN DOWERED FIL AS DWCIm. NOTIFY IE5TNG SWIM 05 R REMOVE NTN R4901 0 R31145, FEL GR ODER Ca61NCI0l OYEER SWARM A O NL 1ESING 91100 NWT NSPECT ND APPITE 91SOA05 AND ILL LAYERS MINE PLOVER 106W.10N WOK 6 WRVOED DEWOL PRONE A LRCM B OF 0NLILA2 FILL OLDS 411/11108 FLOOR STABS ON GAO, IMRE 1PE REC]E5DAIONS Cr DE WWWWIGAL W ERT. TIE GD1FLRCAL 1101 9441 SUBNT A 117007 70 11E SACHEM 0 ALL ORSERVA106 ND TESTS CG000FI ON 116 PROEM. BOTH WES 0 ROOM= WAS SIAM E BApaUID 91A1NEAELY SO AS 7D PRDENT O IEURING OR 0.41ERAL MUM OF MALTS 11013,323113 ALL Row= SHALL BEM ON EASING 505 CAPABLE 0 SUPPORTING 2.000 PSF, 0 DOMED 111 CAPABLE OF SAFELY REPORTING A LP0ON ADM OF 3,00 PONDS PER MIME ROT. ■DELI' HARM. SEiR001. 801101 OF 1x1110 BI.I00 801145 SHALL E AT LEAST T-4 WOW FNAL 000E GRADE MESS NOTED. COWL NX1G0L Out 1117100 10 51100101. FERRO NO DIMMED SLAB WTI BARS OF SAW SEE PRONE STA MARE NM AT 0411DD PRONE CLASS T LAP 010 MALL ESEEL All 100.010 BM 1APS SALT BE CLASS T• RIESS WAD. PLACE OR SUPPORT ALL W RR040 BARS AND WE IE9I 10 PRONE DE F1IDWF OINAEIE COVER s CREWE CAST WARM ND PONNCf1Y EIPCSW 10 (AM 2' NN]CIE DP49D 10 EMIR OR WADER 1 1/2' 050010 NOT ROWED 10 READER 0 N NPIACT AfM WW1& NI WE FAHOC LAPS 514011 E e' AT DOS ND SEES WROR005111 DI E HEM ND ALL 81065441E OFORED. PRIME /5111 A70 STEEL FOR MUMBLE ROCCO:E BARS WEE)R10 N MAILS 10 FOE 1'd MOW Al CORERS OR USE 0-0' CODER BARS SOPRE OF FOPorgIX FOR WNOEE WALL E N *050402 11111 CLSREN1 0D 347. PROCTER Put CONSTME 0 10013 SPACED NOT WIE DAN Sad MG PRONE DIIPELID Ca6WICIgN DNS (00) N SLABS M OR ME AT LOCATIONS NOTED N TIE PSN. R01DE 3• TOYS 10007E 5060 *1 NOM 511E COl)6 AN) 5111 BASE PLATES MEWING WOW SLAW 11 GRACE SLEW 00 MOO 10 TIE NORIECT 7 DAYS PIER 70 RACING MCKIE EBECAELIGICHIM DESIGN W. RANK Rot WE LAN USED NO DAD LOAN ROCKED BY DRAWLS AND DEAN-5, ROAM NI LOADS ON RAN, PLUS ANY IEOINK 11. URI LOADS (SEE WDANGD). PRECAST ERECTOR WALL FROM DE WL4SSRY BRACING F0 MEOW C1ABUTY WRING ERVEN NO WIL NL RECAST RAMC 6 KIWI ND SECURED. RECAST 00001E FABRICA10 70 SNOW ALL FEND *WING REI)0000S 00 SEW DRAWS RECAST CREWE F/H ICAIOR 10 MET WE mita 100 LOG10I Of ALL 09004 1110.01 RANK tM LEO uI =DEC.0. MO WORECIURAL RAN. P ESTREEM CON EIE 00050IOR TO PRONE IFA0R5 AT NL 1PEMIIS AR DESIGN ADJACENT RAM 70 SUPPORT FEU 10A0 AT IFDMIMAL 09045 ND GOER 104106 STOW 00 DE PLANE RID OUT DUES 9411 BE 01T 0 DRUID, NOT CHEMED AW APPROED BY PRECAST SUPPLER RECAST 10011E WALL PAWLS 9WL E COOED TO RESET WAD LOADS STEM M DE GAELS 10010 ERAS 10 BE ASV 4350 ASIN A307. 10P 0 STEEL 01100E 6 10001E 0 PLAN N LEE 3/4' DIAICTE4 A3291 RCN SMOTE BOLTS AT ALL COMMA& N NOT PANT S1R4I1AL SURFACES D E N =TAM' 11111 POURED C ME11 OR DER SURFACES 10 150 16 STEEL ERECTOR STALL PRONE TIE WffS0ARY BRAME FOR 510081E 5TAE0Y WOE ERECTER AND L11171. 011 01EE 6 R00 NO SWIM. YEEEDNC 10 BE PERFORMED BY AILS OWNED OPERATORS. ALL RFLMO 10 E R1300m N ACIODINO 000 A00 0.1. 1050- FDRIFD 10141 FARM 9100E 5OUS'W0 IDRAWN. HDOE SPACED AT 4d CLL. IMAM. STD 045 SHALL BE ATTACHED TO TRACK COP01315 AT 10 NO BMW 0 WALL MERRY 5140 ENS DST E SEATED DOIIWI APO BEM ON TRADE. USE NB 50:006 AT ENNG LOCATIONS OF MIS, 0116, NO TRURES. USE 15 GA 011006 AT DM 0 1NFIB76 R PWNNT ROTATED I6TAL1 IETAL 057 -15010 AT 011 EMS Al0 R5FTD6 9M® AT F• MINN WONG esinasiaismom BEFORE FABRICK ON AID ERECTER CF .V1Y INMATE F0D VERIFY ALL *151110 E604A106. 011006 AND 0101006 AS SOW OR THE DRAWS ND WPOT ANY [NREPNI05 1011E *1001001 AT 0102. 000RACTO 6 SALLY REHENSEE FOR PROTEC104 0 USING MOW CURE NL RASES OF C0NSWIGNH 1001.0E SOL CORRECTED PRONE ALL 90010. DRAWL E1C. As REDNED TO 100000RLY SUPPORT THE DERE SIRIICIILO .l . ICI CCL 1 OWE RN. D v Professional Design Group Architects / Engineers 105 East Fourth Street Suite 200 PO Box 641 Northfield, MN 55057 Bus. (507) 645 -2298 Fax. (507) 645 -2393 www.profdesign.com Project Title: 1 YARDING CRANE SECTION 56 SCNE 1 /4' - fd WIND COLUMN / 0 STS 2 DOOR JAMB DETAIL SCALE i• . 1•d CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan: CEfVE JAN 0 5 2005 CITY. OF LINO LAKES Revisions: 1 I 12 -10-04 I DFB PREUNINARY PRICING Rev.} Date Approved By Description Note: Drawings ore not to be scaled to obtain dimensions. Contact Professional Design Group for omitted or additional dimensions, or those in conflict with actual field measurements. I hereby certify that this plan, specification, or report WS prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the lows of the state of Minnesota. Signature Typed or Printed Nome Date: Reg No Project Number. 97121.09 Date. 12 -10 -04 Drawn By RAM Checked By OFB Copyright Professional Design Grnllp. 2004 Sheet Title: Yarding Crane Section Structural General Notes Sheet: S6 /I ■ 1 /1 1 i • 1 I I I 111 I• I • • 200/3 2003 30,3 Ijl y ' , 110 �/ 1482 0 r 1 — 1 ■ Sl1'E PLAN - MECHANICAL & ELECTRICAL BCAIR NONE NOTES: Ot PROVIDE PULL BOX OOH FEATHER PROOF COVER AND SPLICE CONDUCTORS AND EXTEND TO THE END OF THE PULLING DEVICE MAKE CONNECTION TO OVERHEAD CRANE. THIS DRAWIN/ lyOSUED FOR REVIEW ONLY. Do Not Use For Construction Date Printed• 12 /10/04 Professional Design pup Aral.w / .re... 105 East Fourth street sun, 200 Bus. (5078 645-2298 PO Box 641 Fox. (307) 645.2393 Noedik4d, MN 55057 www.poldadpucom Project 711.1 CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Mem RE's JAN 0 5 2005 CITY OF LINO LAK Revision: Rev./ Dote boro.ea Br DesroRm Notc Drawings are Rot to be scaled to obtain dnwbn. Contact Professions' Desiph Group for omitted or addll.d amnions, or those In conflict with send held rhhrsu.h.nta I hereby certify toot this pion, specilicot'lnn, or report yos prepared by roe or under my direct supervision and that 1 em a duly Licensed Engineer under the Ions al the state 01 Utnnesota. u Typed a Pdnled *cm Dale. Reg, eta Project Number: Dais Omen By: CUedced By: Copyright Professional Design Gro Sheet 2436.7 2004 T. Site Plan Sheet: • TYPICAL 20"o20" DUCT THRU 22%22" *MIL OPENING SEE TYPICAL 20" .20- DUCT THR 'x22" WALL OPENING 1 SEE EXTEND VENT FROM NEW INFRARED HEATERS TO ACULIM PUMP. _ — 28'-0E—TUBE • I• 1 — — — 70' OF TUB! _ .. =mu. _ _ I . . _ _ 7617 OF TueE •• — — — — 11 — — ZI'S:ZIC VACUUM . 0 r =ffl =ffl _3333E133Fr TO REM 1 1-1/2" 1-1/2" I 1 oldi s o 1 1 1 i 1 00 CONNEC I II IIIIIIIIIIIa , I I I I iiii 1111 Hu oil oil 1 iiil 1 iiii nn REMOVE EXIST BO RADIANT TUBE HEATER. RE-USE THE ADDITION. ( N I I OWNER SHALL INDICATE/VERIFY WHERE AIR AND WATER DROPS SHALL BE LOCATED AND IF/WHERE rLOOR DRAINS ARE NEEDED. -, EXISTING SANITARY SEWER. GC TO GET DIRECTION FROM CIVIL REGARDING NEED TO REMOVE & RE-INSTALL EXISTING SANITARY MAIN FOR CONSTRUCTION OF ADDITION. I I . _ _ n o -- _ _ _ _ 4 BRANCHES Of / I TO 40"12". 112- BIRD SCREEN DISCHARGE _ _ -- -- . • - TRANSITION LONG W/ _ _ - - ■ 1 _ _ -- 1 I - - -- 1 . mi 1 1:ii ■ii■ „ - - • ,, . l' ---11.= _ 1 '—ROUTE LINE 1 EXIST'S! CONN *ATV 1-1/2" r 1 111011E. ...:. • ... . - li a u.I I 11 al 1 1 ' I 1—tiass n GAS PIPING n ON ROOF 11 I 1 1 ii ii 1 1 I :: II 1 I iii 1 1 I 1„ 111 .,. I.E.7A m m 1 1 I in 111 m 1 1 CO-RAY-VAC EP 20 I I.. VACUUM PUMP: 3/4 HP.480 V. 3 PHASE {- TYPICAL S.O.V.. PR.-SURE & UNION - EXTENI FLEX PIPE. SEE 30x36 DUC =ME I 1 THRU ROOF 1 REGULATOR TO BURNER NV 1 1 I 1 1 1 0 4Crs40- DROP DUCT WITH r DEEP SOLDERED DRIP PAN-TYP. 1 1 1 1 1 I 1 AM D I ( SF) 4375 7.: -L,A- 1 . . . 1 - i 2" 1 --; SD 1 D 'MN - II • MOI — 25'ff TUBE _ _ II ± 1312 _ ilk 70' Of TUBE 41'7 IP — — 1 — .. . e — — _ _ I N...n !A :12 -- 701 01 TUBE _ ll ........-----■ .. 1,,agi _ U REMO, Newimermamente■ ■*. ' wo OMR IIIIIMMINIMM A A DROP DUCT W/ 45* '."'n 0 18" AB FLOOR NLET OVE 1 BIRD SCREEN-TT . .E.EL-Z- 3202 120V MOTORIZED DAMPER IN DROP I DUCT JUST BELOW FAN CONNECTION. I I INSULATE ALL DUCT ABOVE DAMPER. . ' CO-RAY-VAC RADIANT TUBE HEATER. SEE MODEL i NEXT TO EACH BURNER. 1 AN. c ...„„/ TYPICAL AIR & WATER PIPE DROP SEE 1 Ur STORM DRAIN STUB TO BLDG BY SITE UTILITY CONTR (17,500 SF) EL80111 NEW , ADM 17 ) MAIN FLOOR PLAN - HVAC &CAM 1510 - 1,0" 2 CONTROL PANEL INFRARED HEATER CONTROL PANEL RADIANT PUMP N. TO 1-1/4" f ONNECT TO 1-1/4" ATER, 2' AIR 1-1/2' GAS 60' ON G ROOF. ECT TO 1-1/4- , 2^ AIR REROUTE T TUBE EROUT ACUUM PUMP IN N. THIS DRAWINd ugSuED FOR REVIEW ONLY. Do Not !Jae For donotruotion Date Printed- 12/10/04 $Professional Design Group Architects / ErigInosees 105 East Nutt Street Suite 200 PO Box 641 Northfield, PAN SSW Bus. (507) 645-2290 Fax. (507) 645-2393 www.profdesigpscom CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plan RECEVE JAN 61 5 2005 CITY OF LINO LAKES P=OTDDi4s..."-..s=oro-aa Revisions: Rent Dole APPeoved By Description Noted Drawings are not to be scaled to obtain dmmaions. Contact Professkmal Design Group for omitted ce addition./ dimensions, or those in confkt with actual field measurements. hereby certify thot this pion, specificotion, or report *as prepored by me Of under my direct supervision ond thol 1 orn o duly Licensed Engineer under the Mss of the stole ol Minnesoto. Sionolure: Typed or Melee horne: bele Scott A Vander Heiden Rm. Sio. Project Number.. Date: Drawn Br amcked By: Copyright Professional Design Group: 2456/ 2004 Sheet Title: MECHANICAL PLAN Sheet MOTORIZED DAMPER WITH MOTOR OUT OF AIR STREAM 24' -0" TO FLOOR VERIFY W/ PRECAST ALL WELDED SEAMS AND JOINTS 2.2 ANGLE IRON W/- EXPANSION BOLTS TO WALL 36' ON CENTER. MANUFACTURERS ASSEMBLY SECURE THRU METAL WALL PANEL TO ANGLE IRON BACKER. SEAL ASSEMBLY AT EXTERIOR WALL WITH FOAM RUBBER GASKET EXHAUST FAN SEE SCHEDULE 1' FLANGED WALL SLEEVE CAULKED WATER TIGHT FOAM RUBBER GASKET 4 SIDED ANGLE IRON WELDED CONSTRUCTION WALL EXHAUST FAN DETAIL SCALE: NONE <121- SEE PLAN FOR 4466 SIZE LAWN FAUCET WHERE----- SHOWN ON PLAN 3/4- BALL VALVE TYP. f1/7 OUICK CONNECT FITTING. VERIFY MODEL / WITH OWNER. CAP HOSE BIB AIR /WATER DROP PIPE DETAIL NO SCALE EXHAUST FAN AS SIZED IN SCHEDULE & LOCATED ON PUNS. INSULATION AS SPECIFIED IN 1516 OF SPEC. GRAVITY HANGING S P SPONGE RUBBER GASKET AIR SEAL BETWEEN CURB & FAN BASE. & BETWEEN DUCT & DAMPER. COUNTER FLASHING AS PART OF FAN. lNW / 17 HIGH INSULATED SHEET METAL ROOF CURB BY MECH.. FLASHING BY GEN CONTR. 7 SOLDERED SOLID DRIP PAN 8' URGER THAN DROP SIZE EACH WAY ROOF EXHAUST FAN DETAIL 294 SCALE: NONE 4' TAILPIPE W/ SLEEVE THRU WALL CAULKED ER TIGHT. 18 GUAGE SHEET METAL DRIP PAN ON 2m WOOD BLOCKING CHANNEL IRON BRACKET SECURE TO WALL W/ EXPANSION BOLTS. BIRDSCREEN W/ CLAMP OUSTIC BOOT W/ CLAMP VACUUM PUMP INSTALLATION SCALE: NONE <GA5 MAIN FLEX CON NECTION 6" LONG CAPPEC NIPPLE DIRT LEG CINFRARED GAS BURNER I�'rl /V \ \\ UNION PRESSURE REGULATOR GAS COCK INFRARED BURNER GAS PIPING SCALE: NONE FAN SCHEDULE MARK TYPE MANUFACTURE MODEL a FAN IIUTW( MAX. SUNES MECH NOTES CFM EXTERNAL SP (IN WG) RPM DRIVE TYPE HP Notts VOLTS EFRI ROOF GREENHECK GB -260 8400 0.125 674 BELT 1 -1/2 480/60/30 16.6 1 EF*2 ROOF GREENHECK GB -260 8400 0.125 674 BELT 1 -1/2 480/60/30 16.6 1 EF03 ROOF GREENHECK GB- 260 8400 0.125 674 BELT 1 -1/2 480/60/30 16.6 1 EF114 ROOF GREENHECK GB- 260 8400 0.125 674 BELT 1 -1/2 480/60/30 16.6 I EF*5 WALL GREENHECK CW13-161 2875 0.375 1133 BELT 3/4 480/60/30 14.3 2 EF*6 WALL GREENHECK CW11-161 2875 0.375 1133 BELT 3/4 480/60/30 1.4.3 2 EF*7 WALL GREENHECK CW13-161 2875 0.375 1133 BELT 3/4 480/60/30 14.3 2 EFMB WALL GREENHECK CWB -161 2875 0.375 1133 BELT 3/4 480/60/30 14.3 2 MECHANICAL NOTES: 1 FURNISHED WITH PREINSULATED ROOF CURB, MOTORIZED DAMPER AND DISCONNECT SWITCH. 2. FURNISHED WITH WALL MOUNT HARDWARE AND DISCONNECT SWITCH. MAKE UP AIR UNIT - DIRECT GAS FIRED HEATING DATAMOTOR DATA MECH MARK LOCATION MANUFACTURE MODEL a TYPE CFM ESP EAT LAT OUTPUT HP V PH NOTES CF) ('F) (MBH) MAURI ROOF GREENHECK 0G -130 DIRECT 12.000 0.5 -16 _ 70 1,100 7.50 480 3 1 MECHANICAL NOTES: I. PROVIDE WITH INLET FILTERS, INTAKE HOOD WITH BIRDSCREEN, ROOF CURB, TO BE INTERLOCKED WITH EF. SEE SPECIFICATION. THIS DRAWINIi 100UED FOR REVIEW ONLY. Do Not Uee For Construction Date Printed. 12/ 1 0/04 101 Professional Design Group Arc/44.0 / Engine. 105 East Fourth Street Stile 200 Bus. (507) 645 -2298 PO Box 641 Fax. (5071 645-2393 Northfldd, SAN 55057 www.profdmlgncom Project T10c Precast Manufacturing Building Addition Lino Lakes, Minnesota Key flare • RECEV JAN 0 5 2005 iSzi OF LINO LAKES f, • Revision: Dote AOPO. w By Desc.1ptan Note: Drawings are not to be scaled to obtain dimension. Contact Professional Design Group for omitted or addtlaul dimension, a those In conflict with aced field meanramen4 I hereby certify Inot this plan, specificolion, or report Nos prepared by me or under my direct supervision and Ihot l om o duty Licensed Engineer under the foes of the stole of Minnesota. Sped.: Typed Or Printed Nome: Dote: Scott A Vander Heiden Reg. No. Project Number: Date: Drawn By: Checked By: Copyright Professional Deign Group: 2456J 2004 Sheer TMe: MECHANICAL PLAN • • • • OA OA OA OA OA OA OA •1 a� a OA OA H. OA HD OA OA OA —r I OA OA OA OA OA OA 8D BD OA OA OA OA OA OA OA OA OA • (15 • I I (14) (13 MAIN FLOOR PLAN - LIGHTING SCALE sr - r-0• memo • qD OA OA OA 8D 8D OA I OA BD 8D OA OA THIS DRAWING IEI$UED FOR REVIEW ONLY. Do Not. Use For Construction Date Printed•12 /IO /04 Professional Design Group Architects / nea••a 105 East Forth Street Suite 200 & . (507) 6452198 PO Box 641 Fax (507) 6452393 Northfield, MN 55057 www.profdasigntom Project Title CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plain eCE VED JAN 0 5 2005 CITY OF LINO LAKE Revisions: Rey./ Dote Approved 5v Descriehoe Not Drawing are not to be scaled to obtain dimensions. Contact Profusion.) Design Gaup for omitted or addtlonaf dimensions, or those In conflict with ac6W field nleenramanta I hereby cer /ly lhol this plan. speciscotiion. o report dos prepared by me or under my direct supervision and lhot I om o duly Licensed Engineer under the loos of the stole of Minnesoto. Signature•. Typed or Proved Nome: Dole: Seq. No. Project Number: Date Drawn By: Checked By. Copyright Professional Design Cron¢ 24362 Ail 2004 Sheet Tide MAIN FLOOR PLAN LIGHTING Sheet: • • 4d OO w OO 20(20/208 VOLT 0 AMP 45 KVA 200 480/2MP 77 VOLT A 480/2 490 AM77 P VOLT L3 H3 HW3 ra I OMAIN FLOOR PLAN - POWER lr ua ur . r• 12 NOTES: OWELDER OUTLETS ARE 50 AMP. 3 PHASE, 480 VOLT. 410 Professional Design Group Architect. / Engineers 125 East Fotrth Street silt. 200 Bur. (507) 645.229E PO Box 641 Fax (507) 645-2393 Northfield MN 55057 www.ptofdesynoom Project 71t1a: CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Plats JAN 0 5 2005 CITY OF LINO LAKES Revision: Rey./ Dole DexripTo. Approved By Note: Drawings are not to be scaled to .head dimension. Contact Profs:Wod Design Group for omitted or ad4tonal dimensions, of those In conflict with actual field mewremant6 I hereby certify thol this pion, specifcolion, or report eos prepored by me or under my direct supervision and lhot I om o duly Licensed Engineer under the Ices of the stole of Minnesolo. Sgrwture: Typed or Prwled I(ane: Dote: Reg. Not Project Marker Date: Drawn By: Checked By: Copyright Professional Design Group: 2456.7 1ML DO. 2004 Sheet 'Mx MAIN FLOOR PLAN POWER ORADIANT HEAT CONNECTORS, 120 VOLT, 1 AMP. Sheet: THIS DRAWING ISSUED FOR REVIEW ONLY. Do Not Use For Construction Date Printed•12 /10/04 1r • LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMPS DIFFUSER MOUNTING 44109 & CAT. N0. A HIGH BAY FIXTURE WITH FTO CRET FXTuRE CONE PAN BETWEEN CONCRETE T'S 277 I -400* MH. - SURFACE UTHONIA /THP400A2 2 ELECTRIC EOUAL HUBBELL EAL ABOLITE EOUAL D 1'.4• INDUSTRIAL FIXTURE 277 2 -F032 741 - SURFACE LRHONIA /AF -402 32 SERIES LIGHTOLIER EQUAL HUBBELL EQUAL COLUMBIA EOUAL 0 EXIT LIGHT. BATTERY OPERATED - BRUSHED ALUI4INUh 277 LED BRUSHED ALUMINUM STENSIL RED LETTERS UNIVERSAL LITHONIA /LESIR277EL PRESCOLITE EOUAL HUBBELL E0VAL BIG BEAM EQUAL F EMERGENCY LIGHT. BATTERY OPERATED INDUSTRIAL *ITH WIRE GUARD & REMOTE TEST SWITCH & PILOT 277 - - WALL 141X04144 /6 LUx /ELA *G4 / 8 PRESCOUTE EOUAL BIG BEAM EQUAL HUBBELL E0uAl 1 *ALL MOUNTED SHARP CUP OFF ADJUSTABLE CUT -OFF SECURITY LIGHT 277 1 -400* 14.P.5. TEMPERED GLASS WALL HUBBELL 1PGS- 134005128 -1 MOTOR SCHEDULE 140. E0UIPMENT 100631 6 H. P. PHASE VOLTS STARTER PUSHBUTTONS DISC BY CONTROL DEVICE FURN.W8E BY 8r DEVICES TO BE INTERLOCKED FuRI4*IRE BY BY N0. TYPE, SIZE LOC Br Aux CONT. TYPE LOC BY 1 MAU 11 ROOF 7.5 3 480 - PACKAGE - 15 30/3 16 REMOTE CONTROLS 15 16 1 2 EF /I ROOF 1.5 3 480 MAO 00 16 30/3 16 2 3 01 12 ROOF 1.5 3 480 MAO 00 16 30/3 16 3 4 EF /3 ROOF 1.5 3 480 MAO 00 16 30/3 16 4 5 EF /4 ROOF 15 3 480 MSG 00 16 30/3 16 5 6 EF 15 WALL 3/4 3 480 MAC 00 16 30/3 16 6 7 ET /6 WALL 3/4 3 480 MAO DO 16 30/3 16 7 8 EF 17 WALL 3/4 3 480 MAO 00 16 30/3 16 8 9 EF 16 *ALL 3/4 3 480 MAO 00 16 30/3 16 9 10 VACUUM PMP 01.0 3/4 3 480 MAO 00 16 30/3 16 10 11 OVERHEAD DOOR 44106 3/4 3 480 - PACKA06 - GEN 30/3 16 11 12 OVERHEAD DOOR 1156 3/4 3 460 - PACKAGE - GEN 30/3 16 12 13 OVERHEAD DOOR 1.41GR 3/4 3 •RO - PACKAGE - GEN 30/3 16 13 14 OVERHEAD ODOR MFGR 3/4 3 480 - PACKAGE - GEN 30/3 16 14 L3 45 KVA R 200A �_t> n _ 400A H3 HW3 M)STING ONE LINE RISER DIAGRAM SCATe. NONE THIS DRAWING ISSUED FOR REVIEW ONLY. Do Not Dee For Gon*truotion Date Printed' 12/ 10/04 40 Professional Design Group A616•066 / a+daan+ 105 East Forth Street Suite 200 Bus. (507) 6452290 PO Box 641 Fax (507) 645 -2393 Northfield, MN 55057 www.profdufgn.com P o)ect 'Mc CONCRETE PRODUCTS COMPANY Precast Manufacturing Building Addition Lino Lakes, Minnesota Key Pim RECD JAN 0 5 2005 CITY OF LINO LAKES Re8Ylenc Rev./ Dole DeoKApt'an APPrgW BA Note: Drawings are not to be scaled to obtain dimension. Contact Professional Design Craw foe omitted a add8lou! dimensions, or thole in conflict with acted field measurements. I hereby tartly (50l this pion. specili001ion. or report Was prepared by me or under my direct supervrslon and thot I om o duly licensed Engineer under the la*s of the slate of Minnesoto. 57481146 Typed or Printed Nome: Date. Reg. No. Protect Number. Date. Drawn By: Chucked By: Copyright Professional Design Gaup: 2456) TALL DGL 2004 Sheet Title: DETAILS AND SCHEDULES Sheet • • AGENDA ITEM V. E STAFF ORIGINATOR: Jeff Smyser P & Z MEETING DATE: February 9, 2005 TOPIC: PUBLIC HEARING: Registered Land Survey North Road /Lake Drive Area City of Circle Pines BACKGROUND The City of Circle Pines wishes to acquire a small area of land on the south side of North Road. This area is covered by county road easement for Lake Drive. Over time, the easements in this area became complex. Circle Pines wants to clear up the easement definitions to facilitate their property acquisition efforts. A registered land survey (RLS) is a common means of accomplishing this. The RLS is similar to a plat and must be processed like a plat. The entire area proposed for the RLS is within Lino Lakes, so Lino Lakes must review it. ANALYSIS Comprehensive Plan, Land Use, Zoning The table below identifies the existing land use, guided land use, and zoning for the area. Location Existing Land Use Guided Land Use Existing Zoning Site residential and road right of way Low Density Unsewered Residential LI Light Industrial North residential Low Density Unsewered Residential R -1 Single Family Residential South City of Circle Pines City of Circle Pines City of Circle Pines East residential Low Density Unsewered Residential R -1 Single Family Residential West residential and road right of way Low Density Unsewered Residential R -1 Single Family Residential Discussion • In the past, Lake Drive (CSAH 23) was State Trunk Highway 8. It since has been turned over to Anoka County. Apparently, the legal descriptions of the easement(s) for the road • • • RLS, North Road Area page 2 are complicated and confusing. The RLS is intended to clarify just where the easements are. The subject area is within the Lexington Park Lake View plat, which was platted in 1946. The roads were dedicated to the public, as is typical when new developments are platted. The existing lots and the proposed tracts correspond as follows: Lexington Park Lake View (platted 1946) proposed Registered Land Survey Tract Lot 11, Block 8 Tracts B & C Lot 12, Block 8 Tract A Lot 9, Block 10 Tracts I & G Lot 10, Block 10 Tract J Lot 11, Block 10 Tract K Lot 12, Block 10 Tract L Lot 13, Block 10 Tract M Lot 14, Block 10 Tract N portion of Sunrise Drive Tract H portion of Sunrise Drive portion and North Road Tract E portion of North Road Tract D portion of North Road Tract F The proposed RLS does not move any property boundaries. However, it would redefine the property boundaries to incorporate the road easement areas. That is, a parcel that now is one lot with the easement over half of it would become two lots: one within the easement and one outside the easement. The ownership of the underlying property would not change with the RLS. It would make it easier to vacate the easement or sell property covered by the easement because the legal description of the easement area would become "Tract X of RLS No. ". Outstanding Issues There are a number of things that should be clarified before Lino Lakes approves the RLS. Please note that some of the attached drawings should be considered drafts. I have included them all to assist with understanding the situation. It is probable that they will be amended as additional information becomes available. Ownership: The ownership of the underlying parcels has not yet been clearly established by the submittal materials. We have asked Circle Pines for a title search to resolve this. We need to ensure that the needs and rights of Lino Lakes property owners are adequately considered. • RLS, North Road Area page 3 Land Owners' Agreement on the RLS: At the time of the preparation of this report, there is some question about the legal format for the landowners' agreement for approval of the RLS reconfiguration. On a plat, the signatures of all with interest in the property must sign the plat or sign a separate consent to plat document. The RLS does not have a signature page and the RLS is being proposed by the City of Circle Pines, which is not the property owner of the land in question. The situation is different from a typical plat. Our city attorney is pursuing this question and we expect to have information for the public hearing. Northern Right of Way Line: Several of the attached drawings show the northem right of way line running in a southwest to northeast diagonal across the westernmost area of the RLS. You can see that the line appears in different places on different drawings. We have asked to have this clarified. The City of Lino Lakes owns Lot 12 (Tract A). Needed Right of Way: It is possible that Anoka County may in the future consider vacating areas of the existing right of way, which would result in more buildable land on some lots such as Tracts A, L, M, N, and O. We have asked Circle Pines to confer with Anoka County Highway Dept. about the area needed for right of way. Maybe this area can be delineated with separate tracts to facilitate future vacations. • Because these issues call for additional information, staff is not ready to recommend approval of the RLS. RECOMMENDATION Open public hearing, take comments, continue public hearing to March 9 meeting • pit DPo . F1j , L REGISTERED ANOKA LAND SURVEY NO. VA 'L COUNTY, MINNESOTA n0 City of Lino Lakes County of Anoka Sec. 19, T. 31, R.22 ac `O IS�F*, �� , L�, `■ SECTION 19, TWP. 31, RGE. 22 . LOCATION MAP NO SCALE 1' 1 h.1 1 , < I I 1 I I 1 0 50 100 5` 0 42j9 ,°1E TRACT J 44163 (310.00 PLA1 500'48'12 "E 309.92 MEA . 283.45 -'01.79 CP sr , 1..� � ac3 0rpe °po .<j G' 8 ,`o o4' /.0 , TRACT F dwa TRACT S 00 48' 12' ( E 67.2211 1 DRIVE. p 1cV 11 p=15'S3'03 )g=240.001 N 66.54 12 E p 22 11110' 200 GRAPHIC SCALE IN FEET (PLAT) = DENOTES PLAT DIMENSIONS PER THE PLAT OF LEXINGTON PARK LAKE NEW • = DENOTES FOUND ANOKA COUNTY CAST IRON MONUMENT. • = DENOTES FOUND IRON MONUMENT. p = DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NUMBER 19828. FOR THE PURPOSES OF THIS R.L.S. THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SEC. 19, T. 31, R. 22, IS ASSUMED TO HAVE A BEARING OF 568159'08 "W. 4 * * * PIONEER * engineering 44 ** 1.v0 nxeius• w°sw[ =oertns 2422 Enterprise Drive Mendota Heights, MN 55120 (831) 881 -1914 F4X:661 -9488 210 8015 Avenue N.W. Coon Rookie. MN 55.33 (783) 783 -1880 FAX783 -1883 223.25 164.43 oo" cL',:Ri::E. "TRACT H 157.66 S 00' ps48■ 125.83 1 M 0 0 ' N Q -0 "F 1._ /� 3 N U F m f- 1 U U •< �y -mi • 3/.. y2 �a°9 hryry9 uln k9 � n 125.85 125.86 S00030.36tE P 284.71 W UNE OF LOT 11. - -- PARKK A,LEXINGTON \ PARK LAKE MEW - , 1 SLY EXTENSION OF LOT 11,-- -- BLOCK 8, LEXINGTON �2 PARK LAKE VIEW 33 , 33 •CQ1 `0 14 A [ <<II N 0I lw .l0 a Zt -1 N 0 0 P4 14 M 52 <_ [ C) U ii Q 0 ci T'sn 4 - No-` -c s0W CL cs; C4 ca 33 • $i � -TRACT D /1 (- lJ� IS) 6 SW CORNER OF SEC. 19, 1 TWP. 31, RGE. 22 (FOUND ANOKA CO. MON.) ."` v� CD EC UJ CC tA W SHEET 2 OF 2 SHEETS `0 0 / 5 �., • o n ilT m CI ii :NiZZ2! 41E2. 6/ .3asJo au/7 7>,f'S�'N 80'£12•••- j, - - 3AI3U -33l VT-J -' 1 l ' 001 5911ZZ 6£BOi� 1 o °' N 001 3 3 N 674/ It) Of N a .49171 u 28S71,B85'2I WWI /PSZ/ 8857,1 BBSZ1 9l 3l.B'BZ/ Oi N esszq . ID awl Y85'Z(go5Z/ o, to BB5'Zl n 88SZ/ v 6B'SZ/ H 6PSZ/ * 6B'SZ/ M 6e5'Z1 N EJSZ/ ti NI 06'SZI \ l9 l*6531 t- 0652/ 1O 1,65211,6'.9i/ Ch • %7I., C•cf• ,9 6 0 / , t. N w\ N b) d' l0 t` Do A ON N t6W 66SZ/ 163Z/ *65ZI 1,6:5'Z/ 2,-6'9Z/1,6Z/ in5W 665Z/ d6 SZ! • W /W V FL h 241121 215Z1 Irina cisZ/ ?$s7/ BPSZI BYYZ/ V 665Z/ BSSZ1 88SZI N BBSZI o85Z/ 8651/ BM/ 6B'971 N 68SZ/ 6BW 6851/ ' 6615'Z/ N al N al N 6651/ N 06'6'1/ NI 06'SZI * k1 a6'SZ/. }VW l9 l*6531 t- 0652/ 1O 1,65211,6'.9i/ Ch • %7I., C•cf• ,9 6 0 / • •-• 98'OS'JZ Lash C74a� .� oP \` 0 4 J 100 u N 30.00 125. m u W u t!) 10 149.00 {�Nns 125.82 99 125.82 125.82 125.82 125.82 125.83 125.83 M r1 �n n i--i t ^ N N Ri N N I N �' N u N, �--' `u u u u u Q 0 07; tV; Q� N u �u N V ~ N M W 125.88 125.88 ro co 125.87 125.87 125.88 125.88 125.88 125.88 90.88 125.88 M31A3 >Id1 125.88 1 125.88 1 125.88 125.88 125.88 125.89 125.89 CO N � u co N he co '(o O ‘1■1\ *Nt \� , 5, I. \ , , G , \ <<\ 60% \ c 9 . e . °--P! , : 5 2 > 0 --0 ,- Z--- - "TRACT J 1 ci TRACT 1 � Q SUNRISE DRIVE TRACT H U U U H TRACT F w 1- U 0 50 100 200 GRAPHIC SCALE IN FEET O >- F- Z 0 U NORTH ROA \ TRACT D 7 • • • AGENDA ITEM V. F STAFF ORIGINATOR: Jeff Smyser P & Z MEETING DATE: February 9, 2005 TOPIC: PUBLIC HEARING: • Rezoning, By Zoning Contract, From LI to GB • Conditional Use Permit for Outdoor Sales Lot 7309 Lake Drive BACKGROUND The proposal includes rezoning the site with the use of a zoning contract. This is not a typical rezoning. The zoning contract defines the specific use for the site. The intent is to provide for an economic use of the site, eliminate undesirable uses, and avoid uses that would be allowed under the new zoning district but are inappropriate for the site. Mr. Bruce Hanson would like to purchase the site from Mr. Bob Salmen. Mr Hanson would like to move his vehicle wholesale business onto the site. There are a number of difficulties in addressing the situation. In cooperation with the City Attorney, we have worked out a zoning contract that addresses the issues. The conditional use permit parallels the zoning contract. ANALYSIS Comprehensive Plan, Land Use, Zoning The site is within the existing MUSA and the Stage 1 growth area (pre - 2010). The following is a summary of the proposal: The table below identifies the existing land use, guided land use, and zoning for the area, Location Existing Land Use Guided Land Use Existing Zoning Site contractor yard Industrial LI Light Industrial North ponding for school and vacant Public /Semi /Public and Industrial PSP Public Semi - Public and LI South vacant Commercial NB Neighborhood Business East Lake Drive, residential Low Density Sewered Residential R -1 Single Family Residential West school Public /Semi /Public PSP • • • 7309 Lake Drive page 2 Nonconforming Use: The site has been a contractor yard for a variety of businesses, many or all of which utilitized the outdoor yard for accessory uses such as storage of vehicles, equipment, and materials. The current zoning ordinance allows accessory outdoor storage in a Light Industrial zone with a conditional use permit. However, such accessory outdoor storage uses would not be allowed on this site. The conditions prohibit such a use on property that abuts residential property or where the storage area abuts school property. The outdoor storage as accessory to contractor yards therefore is a nonconforming use. Nonconforming uses may be continued. However, the land owner wants to sell the property. The prospective buyer wants to move his vehicle wholesale business onto the site. This is not a contractor yard, so the "grandfathered" nonconforming use (outdoor storage accessory to a contractor yard) does not apply. Rezoning By Zoning Contract The contractor yard use, with accessory outdoor storage, could continue as a nonconforming use. However, that is not the best long term use for the site given the proximity of the residential neighborhood and the school. The vehicle wholesale business has less potential for conflicts with these surrounding uses. The City undertook considerable effort to address outdoor storage issues in 1999 -2000. The result was an amendment to the zoning ordinance that allows outdoor storage in the industrial zones under specific conditions. The intent was to recognize the need for storage for some industrial uses but to prevent it in locations where it would have undesirable impacts on the community. The ordinance does not allow outdoor storage on sites abutting residential neighborhoods or schools. Therefore, the proposed use of the site for wholesale vehicle sales with outdoor storage is not allowed under LI zoning requirements. Nor is it a nonconforming use (contractor yard with storage). In the GB General Business zone, conditional uses include "outdoor sales lots (not outdoor storage) ". This is intended to provide for vehicle sales lots, particularly the typical retail vehicle sales lot. However, "outdoor sales lots" are not defined or limited to mean only retail businesses that are open to the public. The proposed use is not intended to be the typical retail sales business open to public walk -in clients. The buyers will be dealers, not the general public, and there likely will be fewer of them as the business operates by appointment rather than walk -in business. However, aspects of the appearance and activities will be similar to a typical outdoor car sales lot. Vehicles will be for sale and they will be lined up outdoors on the lot as well as inside the building. Semi trucks will deliver loads of vehicles. Vehicles will be viewed outdoors (as well as indoors) by prospective buyers. Because of these activities that define the business, "outdoor sales lot" is an appropriate label. Outdoor sales lots are limited to conditional use permits in the GB zoning district. That is why the proposal is to rezone the site to GB and to issue a CUP for an outdoor sales lot. However, staff does not believe that all the uses that would be allowed in a GB zone • 7309 Lake Drive page 3 are appropriate at this site. A typical car lot would not be desirable here because of the residential and public uses nearby. In addition, one driveway on Lake Drive is not adequate access and no additional driveways in this area would be advisable. On a larger policy level, the comprehensive plan guides the site for industrial land uses. Rezoning the site to allow for all commercial uses in a commercial zone would create in inconsistency. The proposed use is a vehicle wholesale business. Wholesale businesses and offices are permitted uses in the Light and General Industrial zoning districts. Other than the outdoor sales lot aspect of the business, the use is very similar to those industrial uses. The outdoor sales lot aspect is more of a commercial element of the business. The use is a hybrid. As such, it is difficult to classify it as exclusively one or the other. The proposed solution is a zoning contract (see attached). The contract clearly describes the business and the activities that will be allowed. Under the contract, the City will rezone the site to allow for the specified business and activities. No other activities are allowed on the site. The business can be sold or another business can move onto the site as long as it complies with the specified activities. If the stipulations are violated, the City can rezone the site back to Light Industrial and all activity on the site must then comply with the LI requirements. The vehicle wholesale business might conceivably continue, but it could not then have vehicles stored outdoors because outdoor storage would not be allowed on that site. Rezoning Findings: The site currently is zoned LI. The zoning ordinance requires that, for a zoning amendment application: The Planning and Zoning Board shall consider possible adverse effects of the proposed amendment. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. The comprehensive plan guides the site for industrial land uses. The proposed use is a vehicle wholesale business. Wholesale businesses and offices are permitted uses in the Light and General Industrial zoning districts. Other than the outdoor sales lot aspect of the business, the use is very similar to those industrial uses. The outdoor sales lot aspect is more of a commercial element of the business. The use is a hybrid. As such, it is difficult to classify it as exclusively one or the other. The Policy Plan chapter of the comprehensive plan includes, in the Land Use section, a general policy to "Investigate remedies to correct existing land use compatibility problems" (page 29). A zoning contract is an special tool, to be used only in an unusual situation, to help move toward remedying such a problem. The accessory outdoor storage of the contractor yard uses on the site are • • • 7309 Lake Drive page 4 incompatible with surrounding and uses. Allowing an outdoor sales lot, a commercial use, as part of a wholesale business, an industrial use, is a means of staying consistent with the industrial land use guidance of the comprehensive plan while reducing land use incompatibilities. 3. The proposed use conforms with all performance standards contained herein (in the zoning ordinance). The zoning contract defines a number of performance standards. Others are included in the zoning ordinance. A conditional use permit will be issued with the rezoning, which will address standards. 4. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. No additional site development will occur and no significant construction will occur. The intensity of use on the site will not increase in a way that would overburden service capacity. The site currently is not connected to municipal sanitary sewer or water. 5. Traffic generation by the proposed use is within capabilities of streets serving the property. No additional site development will occur and no significant construction will occur. The intensity of use on the site will not increase in a way that would increase traffic generation to overburden the roadways. CONDITIONAL USE PERMIT The conditional use permit is for outdoor sales lots. There are standards that apply to every conditional use permit, and specific requirements for outdoor sales lots. General CUP Standards: The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: 1) Land Use Plan. 2) Transportation Plan. 3) Utility (Sewer and Water) Plans. 4) Local Water Management Plan. 5) Capital Improvement Plan. 6) Policy Plan. 7) Natural Environment Plan. 7309 Lake Drive page 5 411 b. The proposed development application is compatible with present and future land • uses of the area. The comprehensive plan guides the site for industrial land uses. The proposed use is a vehicle wholesale business. Wholesale businesses and offices are permitted uses in the Light and General Industrial zoning districts. Other than the outdoor sales lot aspect of the business, the use is very similar to those industrial uses. The accessory outdoor storage of the contractor yard uses on the site are incompatible with surrounding land uses. Allowing an outdoor sales lot, a commercial use, as part of a wholesale business, an industrial use, is a means of staying consistent with the industrial land use guidance of the comprehensive plan while reducing land use incompatibilities. c. The proposed development application conforms to performance standards herein and other applicable City Codes. The zoning contract defines a number of performance standards. Others are included in the zoning ordinance. A conditional use permit will be issued with the rezoning, which will address standards. d. Traffic generated by a proposed development application is within the capabilities of the City. No additional site development will occur and no significant construction will occur. The intensity of use on the site will not increase in a way that would increase traffic generation to overburden the roadways. e. The proposed development shall be served with adequate and safe water supply. The site currently has its own onsite well. f. The proposed development shall be served with an adequate and safe sanitary sewer system. g. The site currently has its own onsite septic system which must be pumped and inspected every three years. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. There are no City capital expenditures needed. • • • 7309 Lake Drive page 6 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. With the conditions of the contract, there will be a reduction of land use incompatibilities. i. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. No such features will be affected. Specific conditions for outdoor sales lots: The zoning ordinance allows outdoor sales lots as a conditional use in the General Business zoning district (Section 7, Subdivision 3.11.9. ). The conditions are: 9. Outdoor sales lots (not outdoor storage) provided that: a. Outside sales areas are fenced or screened from view of neighboring residential uses or an abutting residential district in compliance with Section 3, Subd. 4.Q of this Ordinance. An existing fence provides good screening. b. Outside services and sales are associated with a principal building of at least one thousand (1,000) square feet of floor area. The building is approximately 22,700 sf. c. The entire sales lot and off - street parking area is paved. The lot area is not paved, but has been driven over for so long it is impervious. If this were a new development, the lot would need to be paved. However, since the site has existed for several decades and the proposed use will reduce incompatibility with the surrounding uses, paving is not necessary. d. For motor vehicle sales activities, a minimum of three hundred eighty (380) square feet of sales area per vehicle is provided. The outdoor, fenced lot is approximately 4.5 acres. At 380 sf per vehicle, this would allow for over 500 vehicles. This likely is more than will be present. • 7309 Lake Drive page 7 e. A perimeter curb is provided around the sales /parking lot. As with the paving issue, there is no curb at present but the reduced impacts to the surrounding properties justifies allowing the use without curb and paving. f. All lighting shall be hooded and so directed that the light source is not visible from the public right -of -way or from an abutting residence and shall be in compliance with Section 3, Subd. 4.F of this Ordinance. g. This is required in the contract. Materials for sale shall be displayed in an orderly manner and shall not constitute junk as defined by this Ordinance. This is required in the contract. CONDITIONS OF APPROVAL FOR THE CUP (These conditions are the same as those listed in Exhibit B of the zoning contract except for condition 16 which is added to the CUP to link the two documents.) 1. The use of the site shall be for a car and truck wholesale business. No other use of the site shall occur. 2. No retail vehicle sales are allowed. All vehicle sales are to be made by appointment only. 3. No auctions are allowed. 4. Activity on the site shall not include the sale or storage of junk vehicles, vehicle salvage activity, or other similar activities. 5. Activity on the site shall not include vehicle repair including mechanical or body repair. 6. Office activities associated with the car and truck wholesale business may be conducted within the building. 7. Vehicles may be stored in the building and outdoors within the fenced and screened yard. 8. No vehicles shall be stored or displayed in the front parking lot or anywhere else outside the fence. The front parking lot is for employee or visitor parking only. 9. Truckloads of cars shall not unload on the site more than twice per month. • • • 7309 Lake Drive page 8 10. No signs, flags, banners, pennants, stringers, lights, or other signage or attention - getting device other than permanent monument or wall signage are to be installed. Monument or wall signage shall require sign permits and shall comply with the City's sign ordinance. 11. In outdoor areas where motor vehicles are stored, drive aisles between the rows of vehicles must be a minimum of 24 feet wide to provide for emergency vehicle access. 12. Any and all exterior lighting shall be hooded and so directed that the light source is not visible from the public right -of -way or from an abutting residence and shall be in compliance with Section 3, Subd. 4.F of the zoning ordinance. 13. Vehicles for sale shall be displayed in an orderly manner and shall not constitute junk as defined by this Ordinance. 14. The outdoor yard area shall continue to be fenced or screened from view of neighboring properties. The screening fence shall be maintained or, if necessary, improved to provide complete screening. The fence shall be maintained in a condition of reasonable repair and shall not be allowed to become and remain in a condition of disrepair or danger, or constitute a nuisance, public or private. 15. Delivery of vehicles by truck or unloading of vehicles from trucks shall only occur between the hours of 7:00 am to 7:00 pm, Monday through Friday, and 9:00 am to 5:00 pm Saturday, with no delivery or unloading on Sundays or federal holidays. 16. All activities shall comply with the zoning contract as well as the conditions of the conditional use permit. OPTIONS 1. Approve the rezoning by the zoning contract. 2. Approve the conditional use permit with the conditions listed. 3. Deny the application RECOMMENDATION Options 1 and 2 This review is based on the application and the following submittals: • Certificate of Survey dated and received January 10, 2005 • Letter from Dan Friedner of Welsh to Jeff Smyser, January 10, 2005 • Letter from J. Patrick Brinkman of Felhaber Larson Fenlon & Vogt to Michael Grochala and Jeff Smyser, December 2, 2004 • Letter from Dan Friedner of Welsh to Jeff Smyser, September 21, 2004 • ZONING CONTRACT This Agreement is made this day of , 2005, by and between the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, Minnesota 55014, a municipal corporation organized under the laws of the State of Minnesota, hereinafter referred to as the "City," and Auto Brokers, Inc., 2851 - 84th Lane NE, Blaine, Minnesota 55449, a Minnesota corporation, hereinafter referred to as the "Developer." WHEREAS, Developer is the owner of certain Property in the City of Lino Lakes legally described on Exhibit A attached hereto and made a part hereof; and WHEREAS, the Developer has requested that the City change the zoning classification for the Property from an LI, Light Industrial district to an GB General Business district; and WHEREAS, it is believed by the City that the rezoning of said Property to a GB General Business district so as to permit a car and truck wholesale business and eliminate the existing outdoor contractor's sales yard would be in the public interest and welfare of the residents of the City, and WHEREAS, the Developer has agreed to develop the property solely as a car and truck wholesale business in consideration of the City's changing the property to the GB General Business district and the Developer further agrees as a part of said consideration to lay out, develop and maintain the car and truck wholesale business as hereinafter set forth; NOW, therefore, in consideration of the mutual promises of the parties made herein BY AND BETWEEN THE PARTIES HERETO: 1. The City shall complete the procedures necessary under City Ordinances and State Law to rezone the Property from LI Light Industrial to a GB General Business zoning district under the City's Zoning Ordinance. The City also shall complete the procedures necessary under City Ordinances and State Law to issue a conditional use permit for an outdoor sales lot (not outdoor storage) in the GB zoning district under the City's Zoning Ordinance. • 2. Developer agrees to lay out, develop and maintain the Property as a car and • truck wholesale business. Said business shall be conducted as described in Exhibit B. No changes or deviations shall be permitted unless authorized in writing by the City. 3. The Developer shall comply with all applicable rules, regulations, ordinances and laws of the City of Lino Lakes, Anoka County, Rice Creek Watershed, State of Minnesota and any other governmental agency having jurisdiction over the project. 4. Developer further agrees that in consideration of the City rezoning of and conditional use permit for said property as described in paragraph 1 hereof, Developer is forfeiting any rights and claims it has for non - conforming status of the contractor's yard activities, including outdoor storage, conducted prior to the date of this contract. Such non - conforming rights are forfeited even if the City commences an action, as provided herein, to rezone the property back to LI Light Industrial from GB General Business. 5. In the event that Developer violates any of the covenants and agreements contained in this zoning contract or any other additional agreements with the City or governmental agencies, the City may commence an action to change the Property from the GB General Business back to LI Light Industrial and the Developer will not object or oppose such ordinance in any form. It is agreed by Developer that in the event of such zoning change, Developer forfeits any claims of non - conforming rights to operate the car and truck wholesale business and acknowledges that they will comply with all the allowable uses under the Light Industrial classification in effect at the time of said rezoning. Furthermore, the City may, at its option, refuse to issue building permits to the site and stop building construction within the site until such time as such default has been corrected to the satisfaction of the City. Such actions shall be in addition to any remedies the City may seek to enforce performance of this agreement including but not limited to the right to seek injunctive relief. 6. The provisions of this Agreement shall be binding upon and enforceable against Developer, their successors and assigns and all other subsequent owners of the Property, their respective heirs, successors and assigns of the Property described in Exhibit A. • 7. An executed copy of this Agreement shall be recorded with the Anoka County Recorder. • • • In witness whereof, the parties to this agreement have caused these presents to be executed the day and year aforementioned. CITY OF LINO LAKES Dated: By Its Mayor Dated: By Its City Clerk Dated: Dated: STATE OF MINNESOTA ) SS. COUNTY OF ANOKA ) AUTO BROKERS, INC. By Its By Its On this day of , 2005, before me, a Notary Public within and for said County, personally appeared John Bergeson and Ann Blair, to me known to be respectively the Mayor and Clerk of the City of Lino Lakes, and who executed the foregoing instrument and acknowledged that they executed the same on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS. COUNTY OF ANOKA ) On this day of , 2005, before me, a Notary Public within and for said County, personally appeared and , to me known to be the and of Auto Brokers, Inc., a Minnesota corporation, and who executed the foregoing instrument and acknowledged that they executed the same on behalf of said corporation. Notary Public This instrument was drafted by: William G. Hawkins and Associates 2140 Fourth Avenue North Anoka, Minnesota 55303 • • • EXHIBIT A Lot 3, AUOITOR'S SUBDIVISION NO. 54, Anoka County, Minnesota; and also Lot 2 of said subdivision except the North 300 feet thereof; and also that part of the SW 1/4 of the SW 1/4 of Section 17, Township 31 North, Range 22 West, lying South of the extended South line of said North 300 feet of said Lot 2 and Northwesterly of the westerly Right -of -way line of Trunk Highway No. 8, formerly St. Paul and Superior State Road and except that part lying Northeasterly of the following described line: Beginning at the most Northeasterly corner of the above described tract; thence Southwesterly, along the southeasterly line 127.34 feet; thence Northwesterly at right angle 272..63 feet to the north line of the above described property and there terminating. Subject to Trunk Highway No. 8. Subject to easements. • • • EXHIBIT B 1. The use of the site shall be for a car and truck wholesale business. No other use of the site shall occur. 2. No retail vehicle sales are allowed. All vehicle sales are to be made by appointment only. 3. No auctions are allowed. 4. Activity on the site shall not include the sale or storage of junk vehicles, vehicle salvage activity, or other similar activities. 5. Activity on the site shall not include vehicle repair including mechanical or body repair. 6. Office activities associated with the car and truck wholesale business may be conducted within the building. 7. Vehicles may be stored in the building and outdoors within the fenced and screened yard. 8. No vehicles shall be stored or displayed in the front parking lot or anywhere else outside the fence. The front parking lot is for employee or visitor parking only. 9. Truckloads of cars shall not unload on the site more than twice per month. 10. No signs, flags, banners, pennants, stringers, lights, or other signage or attention - getting device other than permanent monument or wall signage are to be installed. Monument or wall signage shall require sign permits and shall comply with the City's sign ordinance. 11. In outdoor areas where motor vehicles are stored, drive aisles between the rows of vehicles must be a minimum of 24 feet wide to provide for emergency vehicle access. 12. Any and all exterior lighting shall be hooded and so directed that the light source is not visible from the public right -of -way or from an abutting residence and shall be in compliance with Section 3, Subd. 4.F of the zoning ordinance. 13. Vehicles for sale shall be displayed in an orderly manner and shall not constitute junk as defined by this Ordinance. 14. The outdoor yard area shall continue to be fenced or screened from view of neighboring properties. The screening fence shall be maintained or, if necessary, improved to provide complete screening. The fence shall be maintained in a condition of reasonable repair and • shall not be allowed to become and remain in a condition of disrepair or danger, or constitute a nuisance, public or private. 15. Delivery of vehicles by truck or unloading of vehicles from trucks shall only occur between the hours of 7:00 am to 7:00 pm, Monday through Friday, and 9:00 am to 5:00 pm Saturday, with no delivery or unloading on Sundays or federal holidays. 16. All activities shall comply with conditions of the conditional use permit. NAI WELSH COMMERCIAL REAL ESTATE SERVICES, WORLDWIDE January 10, 2005 Mr. Jeff Smyser City Planner City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 651.665.5404 FAX 952.842.7663 URL www.welshco.com A Welsh Company 401 North Robert Street St. Paul, MN 55101 RECEIVED ,JAN 10 ZOOS CITY OF UNO LAS Re: Letter dated December 21, 2005, regarding Rezoning Application, 7309 Lake Drive Dear Jeff, Thank you very much for recommending to the city council the rezoning of 7309 Lake Drive from L -1 to General Business to accommodate Auto Brokers, Inc. This letter is in response to your request for a description of the proposed use of the site, and is written on behalf of the applicant, Mr. Bruce Hanson, owner of Auto Brokers, Inc., presently located at 2851 84th Lane NE in Blaine, Minnesota. Auto Brokers, Inc. is a car and truck wholesaler...they do have minimal retail sales, but all retail sales will be done inside of the building, and the property will not be used as an outdoor sales lot, or a traditional used car lot. The reason for the need for outdoor storage of automobiles is exactly that, only for storage. Below is a list of the typical uses Auto Brokers will have on the property: • All retail sales are made by appointment only, as the property and offices are not always staffed on an continual hourly basis • No retail sales will be done on the front parking lot, no autos will be shown for sale in the front parking lot, there will be no flags, and no neon lights. The only cars in the front parking lot will be for employee parking • There will be storage of vehicles in the warehouse areas and outdoors in the fenced and screened yard, before the vehicles are shipped, cleaned or sent for repairs For additional information, please see the company website at www.autobrokersinc.com. • Mr. Smyser, please call Bruce Hanson or myself with any questions you may have. In Over 340 Markets Worldwide: NAI America NAI Pacikc NAI Canada NAI Europe NAI Latin America and the Caribbean N/.II WELSH 651.665.5404 FAX 952.842.7663 URL www.welsheo.eonr COMMERCIAL REAL ESTATE SERVICES, WORLDWIDE A Wish Company 401 North Robert Street St. Paul, MN 55101 We look forward to seeing you at the Planning & Zoning Board Meeting at the beginning of February. Thank you once again for your assistance. Dan Friedner Welsh Companies, LLC 651.665.5404 In Over 340 Markets Worldwide: NAI America NAI Pacific NAI Canada NAI Europe NAI Latin America and the Caribbean • • MINNEAPOLIS 220 South Sixth Street 1 Suite 2200 Minneapolis. MN 55402 -4504 612 339 6321 I Fax 612 338 0535 Felhaber Larson Fenlon & Vogt A Professional Association — Attorneys at Law J. Patrick Brinkman (612) 373 -8420 Fax: (612) 338 -4608 E -mail: pbrinkman®felhaber.com Reply to Minneapolis Office VIA E -MAIL AND U.S. MAIL - mgrochala@ci.lino-lakes.mn.us Michael M. Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 RE: 7309 Lake Drive Our File No. 15431.009 Gentlemen: December 2, 2004 ST. PAUL 444 Cedar Street I Suite 2100 St. Paul. MN 55101 -2136 651 222 6321 I Fax 651 222 8905 VIA E -MAIL AND U.S. MAIL - jsmyser @ci.1ino-lakes.mn.us Jeff Smyser City Planner City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 This firm represents Diamond Dirt, LLC, a Minnesota limited liability company who is the owner of the property at 7309 Lake Drive, Lino Lakes, Minnesota. This site is guided for Industrial use and zoned Light Industrial. However, historically and pre - dating the adoption of the current zoning ordinance the property has been used as a contractor yard and involved the use of the yard for outdoor storage of vehicles, heavy equipment (such as D-9 caterpillars, backhoes, cranes, commercial sweeping machines and dump trucks), construction equipment, building materials and recovered demolition materials. The outdoor storage of equipment and vehicles is a agrandfathered" use for the site. Bruce Hanson, the owner of Auto Brokers, Inc., presently located at 2851 — 84th Lane, N.E., Blaine, Minnesota, has made an offer to purchase and use the land and building at 7309 Lake Drive. We have been provided with the exchange of correspondence between Mr. Hanson's representatives and the City regarding use of the property by Auto Brokers, Inc. Included in the exchange of correspondence is a letter from the City stating the proposed use by Auto Brokers is not allowed. We disagree and believe the City does not have a correct understanding of Auto Brokers' business. Auto Brokers' intended use of the property is for a "wholesale business(es) and offices" and "warehousing and distribution facilities ", which are permitted uses in the L1 District. The City's conclusion the business is an outdoor sales operation involving the display and sales of vehicles outdoors is not correct. Auto Brokers' customers are the larger Twin Cities area auto dealers. Its typical transactions involve auto dealers who MPLS -Word 75174.1 www.felhaber.com • Michael M. Grochala Jeff Smyser December 2, 2004 Page 2 identify vehicles they have an interest in acquiring whereupon Auto Brokers will search out and acquire those vehicles in truckloads, usually from Southern states. Consequently a substantial portion of the vehicles acquired by Auto Brokers are pre -sold on a wholesale basis to auto dealers. Those vehicles and additional in demand vehicles acquired by Auto Brokers are then delivered to Auto Brokers' site for distribution to the auto dealers. Listings of the acquired autos that were not pre -sold are distributed to the Twin Cities auto dealers and those dealers typically purchase autos from those listings. Generally only one dealer per day will come to the Auto Brokers' site to view autos. Truckloads of acquired vehicles 1� are unloaded on the site approximately 1 -2 times per month. While Auto Brokers has had a very insignificant number of sales to retail customers, generally 4 % -7 %, it will — discontinue X retail_ sales business on the site. All vehicles dropped at the site for re- dis-tribution to the auto dealers will be kept indoors or in the fenced and screened yard before they are cleaned, sent for repairs or shipped. Auto Brokers' business does not involve outdoor sales. It also seems apparent the "grandfathered" use of the premises for parking and storage of vehicles would include Auto Brokers' short-term pre - distribution storage of vehicles, albeit Auto Brokers' vehicles will not have the unsightliness of the contractors' vehicles. As Auto Brokers' use of the property appears to be both a permitted use and a grandfathered use, we are unaware of any need to obtain a permit, license or variance from the City. If, after our attempt herein to clarify Auto Brokers' business, you have any questions, concerns or different conclusions please do not hesitate to contact the undersigned. Auto Brokers has a need to complete its acquisition of the property quickly. However, if you have any questions, concerns or different conclusions that you wish to address with Auto Brokers we request that you include us on the agenda for the next City Council Work Session which we understand is scheduled for one week from today, Wednesday, December 8, 2004. As we do not believe we have any need for a variance or conditional use permit Auto Brokers does not intend to submit any type of application that would require a hearing before the Planning and Zoning Board or the City Council. airy trul • rs, • JPB:gls Cc: Bruce Hanson Robert Salmen (via e-mail — bobsalmen @efsinvestments.com) Daniel Friedner (via e-mail — dfriedner@welsoco.com) 'Patrick Brinkman MPLS -Word 75174.1 IYA1 WELSH 651,665.5404 FAX 352.842.7663 URL www.welsheo.com COMMERCIAL REAL ESTATE SERVICES, WORLDWIDE September 21, 2004 Mr. Jeff Smyser City Planner City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Dear Jeff, A Welsh Company 401 North Robert Street St Paul, MN 55101 I am writing this letter on behalf of Mr. Robert Salmen, owner of the land and building at 7309 Lake Drive in Lino Lakes, and Mr. Bruce Hanson, owner of Auto Brokers, Inc., presently located at 2851 84th Lane NE in Blaine, Minnesota. Mr. Hanson has recently made an offer to purchase the land and building at 7309 Lake Drive. Mr. Hanson's company, Auto Brokers, Inc. is a wholesale auto - brokerage company that buys and sells cars, trucks and recreational vehicles, mostly from Southern states, and re -sells them to larger auto dealers in the Twin Cities. We believe that this use is allowed under Lino Lakes' Light Industrial District Zoning Ordinance(Section 8, Subd. 1, Section G Permitted Uses, 15. Wholesale businesses and offices) because the property will not be used as an outdoor sales lot, or a traditional used car lot in any way, as it is a wholesale business. Typical day to day uses Auto Brokers will have on the property are the following: • 93 % -96% of Auto Brokers sales are wholesale, to large local auto dealerships • Only 4 % -7% of Auto Brokers sales are to retail customers, who generally find the company through the internet • No walk in's retail sales or customers are allowed...All sales are made by appointment only, as the property and offices are not always staffed on an continual hourly basis • No retail sales will be done on the front parking lot, no autos for sale in the front parking lot, no signs other than the monument sign, no flags, no neon lights. The only cars in the front parking lot will be for employee parking • Storage of vehicles in the warehouse areas and outdoors in the fenced and screened yard, before the vehicles are shipped, cleaned or sent for repairs • Office activities of sales people • Approximately 10 cars a day will drive in and out of the storage yard, and 1 -2 times per month, a truck load of cars may be unloaded on site. Also, please see the company website at www.autobrokersinc.com. In Over 340 Markets Worldwide: NA America N41 Pacific NAl Canada NAI Europe NAI Latin Americo and the Caribbean IYAI WELSH 651.665404 FAX 952842.7663 URL www.welsheo.eom COMMERCIAL REAL ESTATE SERVICES, WORLDWIDE A Welsh Company 401 North Robert Street St. Paul, MN 55101 Mr. Smyser, we believe this use is a nicer, more attractive use than the former nonconforming use of a contractor's yard, that has been in existence since the zoning was changed to LI, Light Industrial in March of 2002. Please let us know if this use is allowed by the Light Industrial Zoning ordinances or if it will require a conditional use permit as soon as possible. Attached please find pictures of Autobrokers current space in Blaine. You are more than welcome to tour their property at anytime, or call Bruce Hanson or myself with any questions you may have. We look forward to your prompt response. Thank you. Sincerely, Dan iedner Welsh wompanies, LLC 651.665.5404 In Over 340 Markets Worldwide: NAI America NAI Pacific NAI Canada NAI Europe NAI Latin America and the Caribbean • • -; 2 2 9 ONE'S • 0E.. /ILL )'FL'I 77,- ONDS _LAKES 1 \1 ... ll;ARy.S 471 .400 Leif AKE Marshan Lake 5FN p-Toly 1 17 PARK' ;2 I 1 10 2 ;itatts:uys 2 edkri1tSE, 1210 1 7. 04 93. 2 20 ■2,422 • 0:17 :12110 7 .212 1;2 214!S: 2 0/, 0,. -SoRF'SIDE • 0. 1 • 2 3 a.., V■37. • • Comprehensive Plan Proposed Land Use • • Zoning Map CERTIFICATE OF SURVEY For: Auto Brokers Inc. Legal Description Lot 3, AUOITOR'S SUBDIVISION Na 54, Anoka County, Minnesota; and also Lot 2 of said subdivision except the North 300 feet thereof; and also that part of the SW 1/4 of the SW 1/4 of Section 17, Township 31 North, Range 22 West, lying South of the extended South line of said North 300 feet of said Lot 2 and Northwesterly of the westerly Right -of -way line of Trunk Highway No. 8, formerly St. Paul and Superior State Rood and except that part tying Northeasterly of the following described line Beginning at the most Northeasterly comer of the above described tract; thence Southwesterly, along the .outheocierly line 127.34 feet; thence Northwesterly and there ot right angle 272.63 feet to the north line of the above described property mating. Subject to Trunk Highway No. B. Subject to easements. 10 foot setback Line / Rood Zone 6sslPatlan flood Zane .• Per FDA Mop No 270015 - 000108 Pawl 10 of 10 Dated Nay-17 -1052 Area= 5.49 Acres 0040103 DOSING 5 FT. 04ASI MK FENCE DENOTES mow TELEPHONE BOX DENO1ES DOS1140 SON DEMOTES DOMINO POWER FOIE 0040103 DOSING HYDRANT BEAiONG ON ASSUMED DATUM 10 foot building setback line _ eSfi.4t X X ----- 563.41 N8r5V3TW GRAPHIC SCALE x a M _— ONE i 5. hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly asosmismssMMIIIIIM Registered Land Surveyor under the laws of the State of Minnesota. €,l 1 "r. Dote 1 — 1c1-0. S Registration No. 18213 JAN 1 0 2005 OF LJN F LAKE:Si GLENN EHBEI N c0MPAINES I I /051 mines 5r. N.E. )i < PAX: f765) 764-(001 • • • AGENDA ITEM V.G. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: Final Plat Highland Meadows East 2nd Addition BACKGROUND TSM Development has requested approval of a single - family residential development called Highland Meadows East 2nd Addition. The subject property is currently Outlot A of Highland Meadows East. This plat will create a total of 19 lots. 18 residential lots, and 1 outlot. The final plat substantially conforms to the approved preliminary plat layout as approved by the City Council on July 26, 2004. Some minor adjustments to the widths of the middle units have been done but the minimum setbacks discussed in the Preliminary Plat report are still being met. The title commitment, final plat, and association by -laws have been forwarded to the City Attorney for review, and are acceptable. As required under the conditions of preliminary plat approval, the applicant has obtained a Rice Creek Watershed permit. All other conditions of approval will be met during the building permit review process, or with the agreement between the applicant and the city. OPTIONS. 1. Approve the final plat for Highland Meadows East 2nd Addition. 2. Return to staff with direction. RECOMMENDATION Option 1 ATTACHMENTS 1. City Engineer's memorandum dated February 2, 2005. 2. Final Plat submitted January 25, 2005. /1- CITY OF • IINC;LKES • Memorandum DATE: February 2, 2005 TO: Jeff Smyser FROM: James E. Studenski, City Engineer 9:- RE: Highland Meadows East 2nd Addition Attached for your information is the TKDA review dated January 31, 2005 for the Highland Meadows East 2nd Addition. These items must be addressed before final approval can be given to this project. This review has been sent to Troy Livgard with James R. Hill, Inc. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651 - 982 -2400 • Fax: 651 - 982 -2499 • TDD: 651 -982 -2410 • 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 E. Studenski, P.E. Reference: Highland Meadows East 2nd Addition Lino Lakes City Engineer Engineering Review Copies To: City of Lino Lakes, Minnesota Comm. No. 13265.002 From: Patrick M. Windier, P.E. Routing: Date: January 31, 2005 Highland Meadows East 2nd Addition is a residential, multi - family 17 unit development proposed by TSM Development, Inc. The proposed development is located to the south of the intersection of 79th Street and Nancy Drive in the northwestern part of the City of Lino Lakes, Minnesota. There is a permanent Drainage and Utility Easement over all of Lot 19, Block 1 of the proposed plat of Highland Meadows East 2nd Addition as part of a previous plat, Highland Meadows East and Outlot A. This •designated easement will allow City of Lino Lakes staff access to maintain and improve the proposed utility infrastructure such as sanitary sewer, watermain and stormwater management systems into the future. A private street will be part of the development and the City will not provide maintenance and /or snowplowing for the street. The Engineering Review below is based on the following submittals and previous reviews for the above - referenced development: 1. Construction Plans for "Highland Meadows East 2nd Addition - Final Grading and Utility Plan" for TSM Development, Inc. as submitted by James R. Hill, Inc. (Developer's Engineer - Troy D. Livgard) and dated September 8, 2004. Stamped received in Lino Lakes City offices on January 27, 2005. There are ten (10) full size plan sheets. 2. "Highland Meadows East 2nd Addition - Landscape Plan" for TSM Development, Inc. as submitted by James R. Hill, Inc. (Developer's Engineer - James Sturm, ASLA) and dated June 30, 2004. Stamped received in Lino Lakes City offices on January 27, 2005. There is one (1) plan sheet. 3. Final Plat for "Highland Meadows East 2nd Addition" as submitted by James R. Hill, Inc. and undated /unsigned. Stamped received in Lino Lakes City offices on January 25, 2005, There are two (2) plat sheets on full and reduced sizes. • 4. Area Map for "Highland Meadows East 2nd Addition" for TSM Development as submitted by James R. Hill, Inc. and dated revised January 24, 2005. Stamped received in Lino Lakes City offices on January 25, 2005. There is one (1) full size plan sheet. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • Highland Meadows East 2nd Addition Page 2 January 31, 2004 City of Lino Lakes, Minnesota 5. Previous Engineering Reviews with the latest by Patrick M. Windler, P.E., on January 10, 2005. Engineering Review Comments: 1. Landscape Plan: There are two (2) proposed Pin Oak (PO) Trees located within the stormwater ponding area to the north of Unit /Lot 15 that need to be moved to outside the 904 contour. The 904 contour locates the high water design flood elevation for the 100 year storm event. 2. Miscellaneous Issue: It is recommended that the Developer's Agreement include language that defines the City's role in restoring or replacing the various items such as curb and gutter, pavement, turf establishment, tree and shrub replacement and /or sprinkler systems if utility infrastructure repair /maintenance is necessary in the future. Previous Engineering Review Comments: 3. Private Street: Reminder that the proposed private street width is 26 feet B -B, while City public requirement is 32 feet B -B (minimum). Also, the cul -de -sac is proposed at 90 feet B -B diameter, while the City requirement is 92 feet B -B (minimum). This private street does not meet public street City requirements. • 4. • Since the City will be requiring utility systems maintenance responsibilities, it is recommended that the City Engineer provide field observation and final acceptance of all utility systems that the City acquires as infrastructure. 5. Storm Sewer System Item: (FYI) Ess Bothers manufactures an equivalent R- 3250 -A catch basin with a reduced height (11" vs. 7 "). This will provide more adjustment factor for your proposed catch basin bury depth. 6. Testing: The City of Lino Lakes reserves the opportunity to increase (or decrease) compliance testing for materials and construction methods at its sole discretion. 7. Permits: Provide the City with preliminary and final approval documents from all permitting governmental agencies such as, but is not limited to, MPCA/MCES (sanitary), MDH (watermain), Mn/DNR (dewatering), and other permits as are required. 8. Plans and Specifications for Construction must be approved by the City of Lino Lakes Engineer prior to construction commencement. HIGHLAND MEADOWS EAST 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That TSM Development, Inc., a Minnesota corporation, owner of the following described tract of land, situated in the County of Anoka, State of Minnesota, to-wit: Outlot A, HIGHLAND MEADOWS EAST Has caused the same to be surveyed and platted as HIGHLAND MEADOWS EAST 2ND ADDITION and does hereby dedicate to the public, for public use forever, the easements as shown on this plat for drainage and utility purposes only. IN WITNESS WHEREOF, said TSM Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 . STATE OF COUNTY OF TSM Development, Inc. By: its President Steven A. Schmitt The foregoing instrument was acknowledged before me this day of , 20_ by Steven A. Schmitt, as President of TSM Development, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public County, Minnesota My Commission Expires CITY OF LINO LAKES COUNTY OF ANOKA SEC. 8, T. 31, R. 22 I hereby certify that I have surveyed and platted the property described on this plat as HIGHLAND MEADOWS EAST 2ND ADDITION; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; that the outside boundary lines are correctly designated on the plat; and that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways to be designated on said plat other than as shown. Harold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of , 20� by Harold C. Peterson, Minnesota License No. 12294. CITY OF LINO LAKES Notary Public, County, Minnesota My Commission Expires We hereby certify that the City Council of the City of Lino Lakes, Anoka County, Minnesota, duly accepted and approved the plat of HIGHLAND MEADOWS EAST 2ND ADDITION at a regular meeting held this day of , 20_. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the city or the prescribed 30 day period has elapsed without such comments and recommendations, as provided by Minn. Statutes, Section 505.03, Subd. 2. By By Mayor Clerk ANOKA COUNTY SURVEYOR This plat was checked and approved on the day of 20 . By Larry D. Hoium, Anoka County Surveyor RECEIVED JAN 2 5 2005 . CITY OF LINO LAK S JAMES R. HILL, INC. BI-IEET 1 OF 2 SHEETS NORTH LINE OF THE NORTHEAST QUARTER - -- SEC. 8, T. 31, R. 22 0.31 148- 1319.33'46 "W "I. 11 ozn §§' - (: ) LIJ (1) c) <C I I 1 LJ <C — J - r i - N _L- /' 1310.37 - 589.33'46'E NORTHEAST CORNER 1 SEC. 8, T. 31, R. 22-1' 1543.16 N00'3702'E (N84.57'08 "W PLAT) N85 °11'20 "W 82.10 2 HIGHLAND MEADOWS EAST 2ND ADDITION TIA /II I /1I IT 1 VVIL_I \7r1 1Ii / \I 11 ANIr\ \ fLnl NLJ n /, 1.1 r-� / IrT A A r-A r'\/'17A /."-, I VI L/ -\ LJ l./ Y Y 1 n / I _ 0 LIJ 30 < I-1' - 30 E PLAT) S85°11' 20"E 60.000 E (1484.5708 "W PLAT) 240.00 N85 °11'20 "W 7 N 711 L I V I LJ nV nt ' Lll I\✓ 1 N W U) LO ?r 40 et co o Lo 70021 /x/11 A ti o �m m •C.) \\ W'P`5 "44 `1437.•4 o02� '7J '1, _�N335 383 159.77 'I.SO4° , 0 80 0348 4 "W 3 2 (N84.57'08 'W PLAT i N85 °11'20 "W - — 83,37 9.92 BLOCK 1 N152."2911114----- 822911 04 -- - 19 Q � SO.1655W 44.771489'4305 "W X0000 111.81 ��� 155.98 S89 °43'05 "E 1 (58928'53 "E PLAT) 3 63.45 tiv Mp 0 DRAINAGE AND UTIUTY EASEMENT OVER ALL OF LOT 19 114.00 1467.55'76 "W 114.00 887.55'16 "W 434.99 S87 °55'16 "E (587.41'04 "E PLAT) \ 0\\ \✓ � rs. ` � r‚- A \ \) s...) n\ J CITY OF LINO LAKES COUNTY OF ANOKA SEC. 8, T. 31, R. 22 0 SCALE N FEET 30 60 90 1 inch = 30 feet FOR THE PURPOSES OF THIS PLAT, THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 8 IS ASSUMED TO HAVE A BEARING OF NO0 °37'02 "E. NOTE: ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE AND NOT SHOWN ON THIS PLAT WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY R.L.S. NO. 12294. • DENOTES 1/2 INCH IRON MONUMENT FOUND O DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. O DENOTES ANOKA COUNTY MONUMENT. JAM RECEIVED JAN 2 5 2005 SHEET 2 OF 2 SHEETS • • • AGENDA ITEM V.H. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: BACKGROUND Final Plat Oakwood View The Rice Creek Evangelical Covenant Church has requested approval of a single family residential development called Oakwood View. The subject property is currently one lot with a house of worship constructed on the southern most portion near the Ash Street frontage. This plat will create a total of 13 lots. One for the existing house of worship, one large lot for the future group residence duplex facility, a large outlot, and 10 single family residential lots. The final plat conforms to the approved preliminary plat layout as approved by the City Council on May 24, 2004. The title commitment for the property and final plat have been forwarded to the City Attorney for review. As required under the conditions of preliminary plat approval, the applicant has submitted a Rice Creek Watershed permit. Another condition of approval requires that a shared driveway easement be provided from Ash Street to the property intended for a future group residence duplex facility. The applicant is working on this easement and it will be required to be submitted for review by staff prior to the final plat being scheduled for the City Council. All other conditions of approval will be met with building permit review of the subdivision. A development contract between the applicant and the city is being developed and will address many of the conditions of approval at that time. OPTIONS. 1. Approve the final plat for Oakwood View. 2. Return to staff with direction. RECOMMENDATION Option 1 ATTACHMENTS 1. City Engineer's memorandum dated January 21, 2005. 2. Final Plat submitted January 10, 2005. • • Memorandum DATE: January 21, 2005 TO: Jeff Smyser FROM: James E. Studenski, City Engineer ,S RE: Oakwood View Attached is the TKDA review dated January 20, 2005, of the submitted documents for the proposed development. The following comments must be addressed prior to final approval given for this project. Please note, this review has also been faxed to William McCully with Glenn Rehbein Companies. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651 - 982 -2400 • Fax: 651- 982 -2499 • TDD: 651 - 982 -2410 TKDA "'ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: James Studenski, City Engineer Reference: Oakwood View 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292 -4400 (651) 292 -0083 Fax www.tkda.com Copies To: City of Lino Lakes, Minnesota From: Scott A. Brink, P.E. Date: January 20, 2005 Comm. No. 13265 -002 Routing: The proposed Oakwood View development is located on 17 acres of property north of Ash Street (County Road J) and west of Hodgson Road (County Road 49). Reviews dated March 8, 2004, February 26, 2004, April 7, 2004, and June 10, 2004 were previously submitted. More recent documents have been received as follows: 1. Full -size and half -size copies of the Final Plat, received by the City of Lino Lakes January 10, 2005. 2. Cover letter from William McCully dated November 24, 2004. • 3. Drainage calculations dated November 24, 2004. 4. Storm sewer design tabulation dated November 24, 2004. 5. Full size construction plans dated November 24, 2004. 6. Letter from Morris Carlson & Hoelscher, P.A. dated May 24, 2004. 7. Title Commitment effective September 2, 1993. • Executive Summary Following is a general summary of the main items and issues that must be addressed. Further explanation of these items and additional items to be addressed are provided in the remainder of this review memorandum. 1. The applicant shall be responsible for attaining any permits as required for de- watering. 2. The invert elevation of STMH 6 must be reviewed and adjusted as noted. 3. A legend must be provided on the grading plan that explains house pad elevations (walk -out, garage floor, first floor, etc.). 4. All remaining conditions of the Rice Creek Watershed District (RCWD) must be completed. 5. Revised Hydro -Cad calculations shall be adjusted as noted and re- submitted. 6. The Final Plat must provide additional utility easement as specified herein. 7. It is recommended that existing sanitary sewer and water mains be removed rather than abandoned at specific locations as described. 8. Gate valves must be provided on the new watermain as described. 9. Long term maintenance responsibilities for rain gardens and detention areas must be addressed appropriately in an agreement between the Developer and the City. In particular, the ECS Irrigation/Drainage System must be addressed. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Oakwood View Page 2 January 20, 2005 City of Lino Lakes, Minnesota Introduction As explained in previous memorandums, the proposed Oakwood View plans provide for essentially two different improvements on different sides of the property. This includes a new street and utilities that provide for 10 single family units on the north side of the property, along with the construction of an enabling residence (duplex) and parking area adjacent to the existing church on the south side of the property. Remaining portions of the property (center and northeast) not proposed for improvements are essentially wetland and/or wooded areas. • Geotechnical 1. A geotechnical report has been provided (GME, May 14, 2004). The report mentions that at the time of the investigation (April 2004), the groundwater levels were probably lower than normal, and that levels may be higher at the time of construction. This may have an impact on construction. Building elevations (low floor, lowest opening, etc.) must be constructed in accordance with the minimum requirements of the City of Lino Lakes as further described in this memorandum. 2. Per the geotechnical report, it is expected that dewatering will be required for installation of the sanitary sewer and water. The applicant shall be responsible for attaining any permits as required for de- watering. 3. The report indicated that much of the soil consists of silty sands. For the building and paved areas, soft, loose, or unsuitable soils must be removed and replaced with granular materials per the geotechnical engineer's recommendations in the report. Bedding for utility foundations shall also be prepared in accordance with the report. It is recommended that the geotechnical engineer be retained and consulted throughout the construction process. Drainage 1. An outlet control structure is shown for Pond 11 (NW Pond) on the Utility Plan. However, the invert elevation of the receiving manhole (STMH -6 on the Grading Plan) is 891.8 which is higher than the invert of the existing CB 15 -2A on Oakwood Lane (889.24 as stated on the plan). Assuming that all drainage is intended to flow to the west, this would result in back pitch (or flow to the east) to the existing CB and result in standing water in the CB. It is suggested that the invert of the proposed STMH 6 be lowered to match the invert of the existing pipe to allow proper flow to the west. 2. The Grading Plan provides floor elevations for the proposed housing units (3 -4 different elevations are provided for each unit). A legend must be provided that clarifies what the individual elevations refer to (i.e., walk -out, garage floor, first floor, etc.). This information is critical in order to verify that City requirements are being met as follows: The lowest floor elevations must meet the City's minimum requirement of 2 feet above the 100 year flood level, and 4 feet above normal water elevations and groundwater. In addition, the lowest building opening must be at least one foot above Oakwood View Page 3 January 20, 2005 City of Lino Lakes, Minnesota • the emergency overflow location. Any additional RCWD freeboard requirements over onsite wetland basins must also be met. 3. Revised Hydro -Cad calculations have been received and comments are as follows: a) The existing conditions models an area of 737,930 square feet, while the proposed conditions models an area of 726,909 square feet. Thus, 11,021 square feet is missing for the proposed calculations and should be accounted for. b) The calculations utilize infiltration characteristics that use NRCS Soils Type "A ". Existing condition curve number computations use NRCS Soils Type "B ". The existing soil types utilized must be consistent. If the existing soils are Type A, then existing condition computations must use Type A soils. Proposed condition numbers shall use Type B soils in all disturbed areas where Type A soils exist. Otherwise, if Type B soils do exist, the infiltration rate will need to correspond to Type B soils accordingly. According to the Rice Creek Watershed District (RCWD) stormwater infiltration packet, this rate is 0.25 in. per hr. Revised calculations must be provided as the results are critical for assuring that low floor building requirements are met. 4. Per the previous review, the City received a Conditional Approval Pending Receipt of Changes (CAPROC) from RCWD. All remaining conditions of the CAPROC must be completed as required by RCWD. 5. An NPDES Phase II permit has been forwarded to the MPCA. All requirements of the Permit, including the submittal of a Storm Water Pollution Prevention Plan (SWPPP) to the City, shall be completed prior to engaging in grading activities. Utilities 1. Previous reviews expressed a concern with regards to adequate pressures and circulation for the long dead end line to the Church and enabling facility. In the event that additional pressure may be required, the applicant shall be responsible for any boosters as may be necessary. Insulation must be provided for any water and sewer pipe where a minimum 8 feet of cover cannot be attained. 2. 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. 3. A minimum of two feet of cover over storm sewer pipe is desired. 4. At least 2 gate valves must be provided on the new 8 -inch diameter watermain. It is suggested that they be provided at the northerly connection point (Oakwood Lane), and on the south side of the tee at the end of the new Oakwood Lane street extension. • Oakwood View Page 4 January 20, 2005 City of Lino Lakes, Minnesota 5. It is proposed to extend sanitary sewer and water south from existing facilities at the current termination point at Oakwood Lane. At this location, existing sanitary sewer and water are shown extending south along the west property line to the existing church building. It is proposed to abandon these lines and replace them with lines extending south down the new Oakwood Lane street extension, and then continuing those lines southwesterly and southerly back to the church facility. The new lines would then be extended southeasterly to serve both the existing church and new enabling facility. The utility plan does provide a note for abandoning the existing water and sewer mains no longer needed. However, it does appear that the existing lines may be in locations where new houses or structures will be constructed; particularly at Lots 7, 8, 9 and 10. It is therefore recommended that the existing lines instead be removed rather than abandoned at these locations. Other Comments 1. A final landscaping plan shall eventually be submitted. Sight corner visibilities shall be maintained per City requirements as applicable. The applicant has stated that a landscape plan will be provided. 2. Approval of the plat, including access from County Road J will be subject to the review and approval of Anoka County. 3. The existing church and proposed enabling facility will utilize the same driveway access. A cross access agreement or appropriate legal covenant is recommended. 4. The plan provides notes regarding seeding, mulching and turf establishment for disturbed areas. However, the City of Lino Lakes has a specific seed specification for ponding areas and a note referring to City of Lino Lakes seeding specifications shall also be provided on the plan. 5. Future needs may require the eventual extension of sanitary sewer and water to County Road J. The drainage and utility easements on Lots 8 and 9 should therefore be adjusted in the Final Plat to accommodate any future extension. This can be accomplished by either continuing the 30 foot easement southerly along the west side of the property (Lot 8) to County Road J, or by providing a 30 foot easement between Lots 8 and 9 (down the shared driveway). 6. Long term maintenance responsibilities for the development area, including rain garden and detention areas must be addressed appropriately in an agreement between the Developer and the City. In particular, the ECS Irrigation/Drainage System is a new and unique system within the City, and must be specifically addressed. • • • i 0.75 E 0.05 S FND IP 410947 DETAIL Scale 1 in. = 1 ft. See Detail \' -North line of SE 1/4 of SW 1/4, Section 31, TWP. 31, RNG. 22 MO IP J� � 45.00 30.00 r 1,'' 0120, Woodridge =states 588'53'26 "E 620.74 30.00 f� 1 � \ v � 1 to elm }l Otl ji j N �OVO oIN ji • rn\%� gym° N p �' \ I t." pp p \ 1 I \ \� 1 i N • 03 03 acg - fg /'y'''. , , \\ /• y� \b'2 v • ? 1 ` `•. Wetland O .. 2 \ ,\ \ o. } 3 \ O�d��p �� ; \ 9 �e p� j',".- \ JI8 c� \ I� p w \ ,`"01+ 07 • 515.74 331.15 O 476.33 N88'53'26 "W 328.73 ._ 10 NIN 1- 40.59 1 ° S88'53'26 "E 10 o O i 0- �\ \ 406.21 N89'23'55 -W i- \ \ r11 \ u„ \ Ya 0 2 AIM SIN QIO N1 (1 L 3 c s pj O O re) lo I 0 I VI L._ 20.641 39.00 y- I 0 39.00 1 P. 58973'55 °E E - ��,,y'b '6a\79f .4 1 3 4 /Z / 0/1 /N88 53'26 "W 292.13 304.02 1^"t • 39.00,- 2,.698* 6 i p_16.44 \ ,tie \ M O\ C \ 7 o \ w° \ �r N84'43'97 "E 3036 130_43 - - - - - O 0 7 "5 to 1,0 7477 e t l a n d 565 1 Drainage and Utility Easement ,, '--Match Line \ See Sheet 3 N77.09. IV 8 589'42'55'W r 72.18 X69'�s J n 210.016---- � ' I S89'10'S8'E 11595 �34 4333�W ,/±.1.81:15131- -1 _ ? 70.35 Match Line-- --- \ \See Sheet 3 I/ - \y CITY OF LINO LAKES COUNTY OF ANOKA SEC. 31, T. 31, R. 22 OAKWOOD VIEW • DENOTES FOUND IRON PIPE, REG. NO. SHOWN. DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT O MARKED R.L.S. NO. 18213. THAT WILL BE SET WITHIN ONE YEAR OF THE RECORDING OF THIS PLAT 50 FOR THE PURPOSES OF THIS PLAT. THE SOUTH LINE OF SW 1/4. SEC. 31, T.31, R. 22. IS ASSUMED TO HAVE A BEARING OF N 88'3813' W. 10.00-1 DRAINAGE AND UTILITY EASEMENTS SHOWN THUS: 1 5.00 --1 1 1 -5.00 10.00 NOT TO SCALE BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET AND REAR LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. GRAPHIC SCALE 0. 14 50 RECEIVED 2005 CITY OF LINO LAKES 100 (IN FEET) 1 SHEET 2 OF 3 SHEETS • • • OAKWOOD VIEW CITY OF LINO LAKES COUNTY OF ANOKA SEC. 31, T. 31, R. 22 KNOW ALL PERSONS BY THESE PRESENTS: That Rice Creek Evangalical Covenant Church, a Minnesota Non -Profit Organization, owner of the following described STATE OF MINNESOTA property situated in the County of Anoka, State of Minnesota to wit: COUNTY OF ANOKA The East 620.72 feet of the West 1120 feet as measured at right angles to the West line thereof, of the Southeast Quarter of the Southwest Quarter, Section 31, Township `31, Range 22, Except the East 340 feet of the West 1120 feet of the South 223 feet of said Southeast Quarter of the Southwest Quarter, Anoka County, Minnesota, q» 4, The surveyor's certificate was subscribed and sworn to before me, a Notary Public, within and for said County and State this day ex�.p t OrnaV-a cow., }7 fz —"✓ Plat' No .46, of , 2005 by Mathew T. Kytonen, Minnesota License No. 18213. Has caused the same to be surveyed and platted as OAKWOOD VIEW and does hereby donate and dedicate to the public for public use forever, the Lane, and also dedicating the easements as shown on this plat for drainage and utility purposes only. Notary Public, Anoka County, Minnesota In witness whereof said Rice Creek Evangalical Covenant Church, a Minnesota Non -Profit Organization, has caused these presents to be signed by its proper officer this day My Commission Expires: of , 2005. SIGNED: Rice Creek Evangelical Covenant Church Curtis H. Fiesel, Chairman STATE OF MINNESOTA COUNTY OF LINO LAKES, MINNESOTA We hereby certify that the City Council of Lino Lakes, duly accepted and approved the plat of OAKWOOD VIEW at a regular meeting thereof held this day of , 2005. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minn. Statutes, Section 505.03, Subd. 2. CITY OF LINO LAKES, MINNESOTA By: By: Mayor Clerk The foregoing instrument was acknowledged before me this day of , 2005, by Curtis H. Fiesel, Chairman of Rice Creek Evangalical Covenant Church, a Minnesota Non -Profit Organization on behalf of the organization. ANOKA COUNTY SURVEYOR This plat of OAKWOOD VIEW was checked and approved by me this day of , 2005. Notary Public County, Minnesota My Commission Expires: I hereby certify that I have surveyed and platted the property described on this plat as OAKWOOD VIEW, that this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as designated; that the outside boundary lines are correctly designated on the plat; and that there are no wet lands as defined in MS 505.02, Sub. 1, or public highways to be designated other than as shown. Mathew T. Kytonen, Land Surveyor Minnesota License No. 18213 '/Lfc�pr By: COMPANIES REHBEIES SHEET 1 OF 3 SHEETS A 3 I to o ▪ I Mn 0o (O 0 0 0 w E e E > , 2 0 2 0 r 0 0 O O 1 ' to �J47J'13. 2)6 65 Match Line See Sheet 2 __ ' \7 } 76 e 11 etland "6575 ot, Drainage and Utility Easement - -.� 1 N7„9 {jW, I \ \\ r / 1 r ° / ^I< 250.74 280.74 S88'38'13 "E L_1 '30.00 p o CxCcFTtel�i °o ANOKA, COUNT'( H{vii: ". RiC',HT-CF--.'4'( PLAT NO. 48 280.74 tic :7d J; N8818.13 "W ASH SIRE O• DENOTES ANOKA COUNTY CAST IRON MONUMENT • DENOTES FOUND IRON PIPE, REG. NO. SHOWN. DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT a MARKED R.LS. NO. 18213. THAT WILL BE SET WITHIN ONE YEAR OF THE RECORDING OF THIS PLAT ® DENOTES PK NAIL SET IN BITUMINOUS. FOR THE PURPOSES OF THIS PLAT, THE SOUTH LINE OF SW 1/4, SEC. 31, T.31, R. 22, IS ASSUMED TO HAVE A BEARING OF N 8838'13" W. CJ 10.001 Match Line See Sheet 2 21 07015- 1,0 S89'1S8910'58'1 i n 118.95 43 54.4`, N8415'23•E 70.35 589'42'55•W 72.18 —\ \. p \aD. I \m, Wetland 9 1 Drainage and Utility Easement --�, 0 Im 4y�\ — '8921'57•E 114.37 — 1 T' I 53 J" 0.- M� 340.03 S8818'13 "E The North line of the Eost 340 ft. of - -1 the West 1120 ft of the South 223 ft. of SE 1/4 of SW 1/4, Sectior, 31, TWP. 31, RNG. 22 /' '1 1, 1. S 1/4 Cor. Sec. 31, TWP. 31, RNG. 22. (Anoka Co. Cost Iron Monument.) \ / 541.43 South line of the SW 1/4, SEC. 31, T.31, R. 22. DRAINAGE AND UTILITY EASEMENTS SHOWN THUS: s.00 —I J - -500 _1000 L — _ NOT TO SCALE I BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET AND REAR LINES UNLESS OTHERWISE SHOWN ON THIS PLAT. CITY OF UNO LAKES COUNTY OF ANOKA SEC. 31, T. 31, R. 22 OAKWOOD VIEW 50 RECEIVED JAN 1 0 2005 CITY OF LINO LAKES GRAPHIC SCALE 25 50 100 (IN FEET) REHBEIN C O M P A N I E S SHEET 3 OF 3 SHEETS • • AGENDA ITEM V.I. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: Final Plat Century Farms North 3rd Addition BACKGROUND The Century Farms North Development Company has requested approval of a residential development called Century Farms North 3rd Addition. The subject properti consists of several outlots platted as part of Century Farms North and Century Farms North 2° Addition. This plat will create a total of 59 lots consisting of 18 single - family residential lots, 34 attached single - family residential lots, and 7 outlots. The final plat conforms to the approved preliminary plat layout as approved by the City Council on April 28, 2003. The title commitment and by -laws have been forwarded to the City Attorney for review. The conditions of the preliminary plat have mostly been addressed through the platting process of the 1St and 2nd Additions, and will be enforced in a similar fashion for this addition. Specifically, the townhouse elevations will be held to the same standard developed for the 2nd addition, the height restrictions to protect air space for the air park are in place, and the trails for this portion of the development have already been platted by the 2nd addition. OPTIONS. 1. Approve the final plat for Century Farms North 3rd Addition. 2. Return to staff with direction. RECOMMENDATION Option 1 ATTACHMENTS 1. City Engineer's memorandum dated February 4, 2005. • 2. Final Plat submitted January 10, 2005. it • FIL COPY T -T- • "'Hi% -r ..r%1 L _L - NO SCALE SEC. 7, T. 31 N., R. 22 W. VICINITY MAP CENTURY FARM NORTH 3RD ADDITION LEGEND • DENOTES IRON MONUMENT FOUND, MARKED RLS 17765, UNLESS OTHERWISE NOTED O DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET. MARKED RLS 17765 ilk DENOTES WETLAND AREA DENOTES WETLAND BOUNDARY LINE - -1 K -. \\ '''7 / / . 6b ' 7 / .....,.., <, 4......... t.:. P: 7.....;;';',") '-' ., f:,•:•:.;• • I. :`,, li I ,.:' .\ ; / / '4,;'1::s?crs., , . \-:'?-;•.: . i '''''' I '''' ..,, .,,,,... , ___I ,•:::•''' 7 ,, -','.:_.‘,. - •':::".);-• ,r,b' 7 ,$). k. .1' • r'-',E-W 1/4 UNE OF - s SEC 7, T.31. R.22 6: ..-I • . ----k. ......... / • , _ + .....' , '"..... .. - ik . .C.".. __ , --. . .--,: ...7-, -_•___.- _.-...--- / iic. •e6-• .09 ---if,y. f.,30 , • 8•7°29.41. EI, I ., SOO°19'17"if l'-'4Pfii7* '' '' L=3"9 • .6.01 N6732'07'' ' \ / NOTE: THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES, UNITED STATES CORPS OF ENGINEERS AND OTHER WATER MANAGEMENT AGENCIES HAVE CATEGORIZED VARIOUS WETLANDS, WHICH ARE NOT ACKNOWLEDGED BY CHAPTER 505.02, SUBDIVISION 1 OF MINNESOTA STATUTES AND MAY NOT BE SHOWN HEREON. DEVELOPMENT OF LANDS CONTAINING SAID WETLANDS MAY BE SUBJECT TO SPECIAL CONDITIONS OR LIMITATIONS. ----------'7'2* •3 00 \ s l'Ilf-•16 . N74•44 09 E - V • n \ 9.74-=--- ___ / 1.1.; Z _I - 'EXISTING DRAINAGE & UTIUTY EASEMENT 40 / PER PLAT OF CENTURY FARM NORTH • 40 1 257.35 N87°32071 EXISTING MANAGE & UTILITY EASEMENT ( -1- PER PLAT OF CENTURY FARM NORTH 8 / I t ....- g I I • 2 i \ 30 oi L • °, ‘-' 229.78 N8732 07 E 43 200.77 - • - ▪ - 21.96 S05°32.07W, r•• • v,„, - °•38871'..374 ‘‘t `, N87•32.0TE 4 1 F.. /EXISTING DRAINAGE & UTILITY EASEMENT PER PLAT OF CENTURY FARM NORTH --- 245.13 FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 7, T.31, R.22 IS ASSUMED TO BEAR SOUTH 0° 19' 17- WEST. GRAPHIC SCALE 0 25 50 100 Scale in Feet 8 30 30 30 7 / :::TP,EEET / ,t, / / • 353.63 / 74\ 537.7r" k &0.30.19 a•e ■,.// - '2.2196 • r - "Kg" 61.V /\\ I/ N87°32' 14"E `i 505'32'07'W 5753 SW3'475717 -• L=26.70 , 1 , 0..": • ' L 004 F.1F- ni-•• 30 00 I 4.7'4 r .11 4,'■`,,X 1 / 4 / S46•011rE 61371032.5 / I / 70.62 /- .r01 251.88 22.94-<::( Ik7:8.524 8.527( -1.7. 107°3207°E CENTER LINE OF 75 FT. WILLIAMS PIPE LINE COTAPANY EASEMENT AS PER DOC. NO. /A/. 1 5 2 • :4 / 246.10 /• 537•32'07E tervor0 310.62 / / 474' 310.39 7 ,55,4 // S87°30'39"W / / 7. / / 354.20 709.73 NOP•Ti-4. 8 -j -I co 5040 CITY OF LINO LAKES COUNTY OF ANOKA SECTION 7, T31, R22 KNOW ALL MEN BY THESE PRESENTS: That Century Form North Development, Inc., o Minnesota Corporation, fee owner of the following descand property situated in the County of Anoka. Stole of Minnesota, to wit, Outlot F, CENTURY FARM NORTH and Outlot A, Outlot B. ond Outlot C, CENTURY FARMS NORTH 2ND ADDITION. according to the recorded plats thereof, on file and of record in the office of the County Recorder, Anoka County. Minnesota. Hos caused the same to be surveyed ond plotted os CENTURY FARM NORTH 3RD ADDITION and does hereby donate and dedicote to the public for public use forever the lone, street, troil, ond parks; and the easements os shown on this plot for drainoge and utility purposes only. in witness whereof said Century Form North Development, inc., Minnesota Corporafion, has caused these presents to be signed by its proper officer this day of 200_ Signed Gory M. Uhde, President The foregoing instrument was acknowledged before me this doy of 200_ by Gory M. Uhde, as President of Century Form North Developmen(, Inc., o Minnesota Corporotion, on behalf of the corporation. Notory Public, County, Minnesoto My Commission Expires I hereby certify that I hove surveyed and plotted the property described on this plat os CENTURY FARM NORTH 3RD ADDITION ond that this plat is 0 correct representation of said survey. thot oil distances ore correctly shown on the plat in feet and hundredths of 0 foot; that all monuments hove been or will be correctly placed in the ground as shown; thot the outside boundary lines are correctly designated on soid plat and that there ore no wet lands os defined in MS 505.02, Sub. 1, or public highways to be designated other than as shown on said plat. Todd M. Hendershott , Land Surveyor Minnesoto Registration No. 43806 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate Certiticet 000 acknowledged before Inc this day of 200___ by Todd M. Hendershott, Lond Surveyor. Notary Public, County, Minnesota My Commission Expires This plat of CENTURY FARM NORTH 3RD ADDITION was approved by the City Cana of the City of Lino Lakes. Minnesota this day of 200_ and if applicoble, the written comments and recommendations of the Commissioner of Transportation ond the County Highway Engineer have been received by the city or the prescribed 30 day period has •lopsed without receipt of such comments and recommendations. as provided by Minnesota Statutes, Section 505.03. Subd. 2. By Mayor By Clerk This plot hos been checked and approved this day of Larry Holum Anoka County Surveyor DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: STREET 17100 1 1 L1080 - h- 5.00 5.00 --I -I-- 1 I 10_. - _ _ L 1 REAR LINE t BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING STREET LNES AND REAR LOT LINES. UNLESS OTHERWISE SHOWN ON THIS PLAT. METRO LAND SURVEYING & ENGINEERING 412 East County Road 0. WU. Canada, 1(14 56117 Telephone (651)766-0112 F00(861)766-0612 E-mell surveyemetrols.com Pine City Office: (320) 629-3267 Rogers Office: (763) 4213-5130 Burnrvilio Office (952) 707-9290 SHEET 1 OF 3 SHEETS 5 5 • • • 33.04 /1 33.04 • 33 1 33 92.88 0 0 CENTURY FARM NORTH 3RD ADDITION LEGEND D • DENOTES IRON MONUMENT FOUND, MARKED RLS 17765, UNLESS OTHERWISE NOTED O DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET, MARKED RLS 17765 • DENOTES WETLAND AREA DENOTES WETLAND BOUNDARY UNE NOTE: THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES, UNITED STATES CORPS OF ENGINEERS AND OTHER WATER MANAGEMENT AGENCIES HAVE CATEGORIZED VARIOUS WETLANDS, WHICH ARE NOT ACKNOWLEDGED BY CHAPTER 505.02, SUBDIVISION 1 OF MINNESOTA STATUTES AND MAY NOT BE SHOWN HEREON. DEVELOPMENT OF LANDS CONTAINING SAID WETLANDS MAY BE SUBJECT TO SPECIAL CONDITIONS OR LIMITATIONS. SOO°19'17"W 832.25 t Len t 4t I/O I* NW I/4 OF SEC 7, 1.3, 33 33 91.79 NO2.00'14W . 33 SZ 33 gri ----- ------ 112.95 581'39'528 ;•48.30 DRAINAGE & UTILITY EASEMENT OWR ALL OF LOT 9, BLOCK 2 82 80210914V 51.50 8 8 22.4 Ai ti-• w -P P. 50 2 NO2'00'14'W 51.50 35,13'W 614. A•/48. 410'35'43.w 24.75 579'34.25% 21.16 SOVInrir 1,97.80 NO2W14"W 145.74 CENTURY 2 R.300.00 wite.„.e stso 51.50 400.58.34.E 23.W S 4.•• AM NI. is A r ..k.." '04t11 o, 5, 50Z - 2400 SI48:34.4, 138.3, 6,1858.47- •,_ 1,80.02 05 co 05 0.1 0- 8800 "5.15.38.E S49132' 1229 L--•65.97 , 51.50 5o030'50 •r S1373'58.8 Niss:21:2:50258138.73:1 !" 1,73.30 1,80.63 65.00 NO2'31.5rE 50211'49'W SIIPSOITE 88.00 o 8 • 51('' DRAINAGE & UTILITY EASEMENT OVER ALL OF LOT 35, BLOCK 1 • N2513.571 8 = • sem" N00.5133E N17•04.54.8 80051.3rE 8 8 '‘,4) 8 8 X g 7t) 80051335 8 tn zc,- c.4 88.CC N00.51.33E ••• 8 Sae:" • 90801335 • "' 8 NO011'33.6 • C•1 8 , 8 co 8 88 06 000.51131 8 8 8 0 8 0 • S861237-E 47.5.5< 8 8 8 8 g 8 1'4 0 88.00 00051335 / 88.00 50051.335 "5 0,) 8000 00010319 88.00 500.5I'3358 ;'; 00051335 / 88.00 88.00 S0051.33.W 05 8800 50050335 1z --' 26 Zi. sP •sItS 106 SP 173.30 239.30 S02°2341 "E op co k '43 0..69 sEE SHEET 172.32 S°7*21'1011, S00°19'17"W .- 65.00 -.. /3) I \ ' !.'zI 10.0% ' l 150a --- 186E & / \ _, ( AMITY EASEND1T,, 1 I / OVER ALL 8 Tt' - N '' L':4 , cr„1 l801 70 51.50 t■ 3 ... 'v. oj .....;1 t:.• C\t, :.; -:' N. q • 0 En :s:Nt . . 1".' ' ' CZ,e, ar's 0 g 0 , 1, c,.., , ,...; m - - ' • ‘ -, tn. 50019.1TW 5150 ICrij 0 I DRAINAGE L06.4 ,'-' `,... \ ,NA 23'6 - -165. 00 -- NO011 ' 1 7''E : ' L.63.74 --", R.„150-00. 1 TR.,:‘,:;. 3•121S63 ; L. ::: :`: : ':' 25 13 - - N.6z1 I l'\ T ..- I 1 ;. 1:-. 1=:_:= 1:.; ‘\ / /i /..k-c' 1 I I 1 • , • / co / o ' `. iv. . 11,6,40 / 1? i ,„ ,... .......1r t11.' co 3 OF 3 SHEETS ----56---- • " CITY OF LINO LAKES COUNTY OF ANOKA SECTION 7, T31, R22 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: STREET M7%003- 1 70.0_0 ET0.(710 I-- 5.00 .1- 10.00 REAR LINE BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING STREET LNES AND REAR LOT LINES. UNLESS OTHERWISE SHOWN ON THIS PLAT. PREL1MiN,. -...■111111k_ ry FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 7, 7.31, R.22 IS ASSUMED TO BEAR SOUTH 0" 19' 17" WEST. GRAPHIC SCALE 50 0 25 50 103 Seale in Feet METRO .0.711:110865850s88tels7I LAND SURVEYING FOV & ENGINEERING 412 East County Rued O. Little Canada. MN 66117 Telephone: (651)708-0112 Far (651)766-0612 surveyemetrals.eom Pine My Mee: (320) 520-3267 Rogers Office: (783) 428-5130 Burnsville Office: (952) 707-9209 SHEET 2 OF 3 SHEETS 1/4/2000 8:40:50 w 055 N8r36' 19"E 360.00 299.97' • f F ° \ - SUNSET ROAD 1. r/ (COUNTY ROAD NO 53) f f 60.03 CENTURY FARM NORTH 3RD ADDITION LEGEND • DENOTES IRON MONUMENT FOUND. MARKED RLS 17765. UNLESS OTHERWISE NOTED O DENOTES A 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET, MARKED RLS 17765 All DENOTES WETLAND AREA ��-• ---- DENOTES WETLAND BOUNDARY LINE 74218 NOTE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES, UNITED STATES CORPS OF ENGINEERS AND OTHER WATER MANAGEMENT AGENCIES HAVE CATEGORIZED VARIOUS WETLANDS, WHICH ARE NOT ACKNOWLEDGED BY CHAPTER 505.02, SUBDIVISION 1 OF MINNESOTA STATUTES AND MAY NOT BE SHOWN HEREON. DEVELOPMENT OF LANDS CONTAINING SAID WETLANDS MAY BE SUBJECT TO SPECIAL CONDITIONS OR LIMITATIONS. ._ - NORTH UNE OF THE S 1/2 OF THE NW 1/4 OF SEC. 7, 131, R22 802.21 ---••, S8r36'19"W FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 7, T.31, R.22 15 ASSUMED TO BEAR SOUTH Oe 19' 17" WEST. 1o0 GRAPHIC SCALE 0 50 100 200 Scale In Feet N8r36'19 "E 1596.91 OUTLOT A R 267 b`f '0b;11.9:0828'6740 •"_: t, p 40 N n2 N87 °2.28 36 19 "E 5.l ro� o 1q �t2�]�9 \ S '30.00 "W / ` ,.-/140972' 3 45 "� 6 S15'32'OS"If �'• .Ott D :'s 96.69 <;;' , (ti - —1 1 532'43'30 "E ::: f 43.41 • (� e0 e@ -7 EnSTING POWERUNE EASEMENT PER O /gyp L'� \ � DOCWENT N0. 1915017 �-- •--- "'-'•� ((186'$3'41 "E ttT , `:' 1 o i 62.7$1: - q.e...,." », yti _ �_ — \� e . 1 y co co `iTy6 �9 , s ``1 _.______L / -\7-- - - -- -- -T- - -- --2:1-14.71-;:777-_. �8r3623i i �- -1j i_' fI ...:... / E r - - - - ff . -. -7 1 / 1 �-'' 1_ - - --i I —' � L_ - -J L _° -_ 11 - -- I ; �--� 1 / , —`�T . t _ = —�1 �— 1 - -� �— —1 I- —1 — '14_ { too 0 CITY OF LINO LAKES COUNTY OF ANOKA SECTION 7, T31, R22 R1V DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: STREET 10.00 -5.00 -� 10.001 5.00 [10.00 REAR LINE BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING STREET LNES AND REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. CEI JAN 1 p 26105 Cr r METRO P 1186 I JI5f118 e. LAND SURVEYING & ENGINEERING •'el2 East County Rued D. little Canada, MN 5507 T.Ophone:(651)766 -0112 Fen(651)761 -0612 E -moil: surve•metrolacom Pine City Office: (320) 629 -3267 Rogers ODIee: (763) 42B -5130 Burnsville Office: (952) 707 -9299 SHEET 3 OF 3 SHEETS • • Memorandum DATE: February 4, 2005 TO: Paul Bengston FROM: James E. Studenski, City Engineer ineer RE: Century Farm North 3rd Addition Attached for your use is a copy of the TKDA review dated February 3, 2005 for the Century Farm North 3`d Addition. These items must be addressed before final approval is given for this project. This review has been sent to John Johnson with Metro Land Surveying & Engineering. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651 - 982 -2400 w Fax: 651- 982 -2499 e TDD: 651 -982 -2410 • 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 E. Studenski, P.E. Reference: Engineering Review of Copies To: Century Farms North 3rd Addition City of Lino Lakes, Minnesota Comm. No. 12826 -03 From: Patrick M. Windier, P.E. Routing: Date: February 3, 2005 Century Farms North 3rd Addition is the third phase of the Century Farms North residential development that was started in 2003. This development site is located in the northwestern part of Lino Lakes, Minnesota (Anoka County) and to the east of Sunset Road and to the south of Main Street. Century Farms North 3rd Addition includes seven (7) multi - family units, nine (9) single family lots and nine (9) single family lots with a small airplane system of hangars, pads and taxiways. The proposed project work includes site grading, installation of public utilities including stormwater system, public and private roadway system, and future trail /sidewalk system. The private streets will not be maintained or snowplowed by the City. The following Engineering Review is based on these submittals and previous engineering review comments for other Century Farm North developments: 1. "Construction Plans for Century Farm North 3rd Addition - Utility and Street Improvements" as submitted by Metro Land Surveying & Engineering, Inc. (Developer's Engineer - John C. Johnson) and signed on January 10, 2005. Stamped received in Lino Lakes City Offices on January 10, 2005. Full and reduced size plan sheets: Cl, U 1 through U14, D1 through D3, and L 1 and L2. 2. "Grading Plan for Century Farm North 3rd Addition" as submitted by Metro Land Surveying & Engineering, Inc. (Developer's Engineer - John C. Johnson) and signed January 10, 2005. Stamped received in Lino Lakes City Offices on January 10, 2005. Full and reduced size plan sheet: Gl. 3. Plat for "Century Farm North 3rd Addition" as submitted by Metro Land Surveying & Engineering, Inc. and undated /unsigned. Stamped received in Lino Lakes City offices on January 10, 2005. Full and reduced plan size: 3 sheets. Engineering Review Comments: 1. Grading Plan: • a.) Show on the `Grading Plan (G1)' the Emergency Overflow Arrows (EOF) and flood design elevations for the following stormwater ponds or street low points: An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • Memo Page 3 February 3, 2005 Century Farms North 3rd Addition Engineering Review d.) Sanitary and Storm manhole frame and ring casting shall be Neenah R -1642 with two concealed pick holes. e.) The Developer /Contractor shall provide to the City Engineer two (2) copies of a televised /videotaped sanitary sewer inspection with a written report of all sanitary sewer mainline piping. 4. Watermain System Items: a.) Provide to the City a copy of the Minnesota Department of Health (MDH) approval permit prior to construction commencement. b.) On the construction plans, state the following: • Fire Hydrant: Waterous Pacer WB -67 • Gate Valve: RSGV - Mueller A237 -20 • Corporation Stop: Mueller H -15154 Mark II Oraseal • Curb Box: Mueller H -1300 with Minneapolis - top 1.5 MPT c.) Gate Valve Locations: • At the intersection of Robinson Drive and Century Trail, reconfigure the two (2) proposed gate valves as follows: (1) move to and along the 12" DIP on Robinson Drive (Sta. ±24 +10) and the P/L extended on Century Trail. (2) move to and along the 12" DIP on Century Trail (Sta. ±38 +20) and the P/L extended of Robinson Drive. (Plan Sheet U4 and U5) • At the intersection of Robinson Drive and Shetland Lane (Private), reconfigure the two (2) proposed gate valves as follows: (1) move to and along the 12" DIP to approximately Station 20 +55 on Robinson Drive. (2) move to and along the 8" DIP so that it is between the concrete swale and the R/W on Robinson Drive or approximately Station 0 +25 on Shetland Lane. (Plan Sheet U6) • Add gate valve at connection to existing 8" DIP watermain on Clydesdale Circle at approximately Station 3 +25. (Plan Sheet U8) • At the intersection of Century Trail and Morgan Lane (Private), reconfigure the two (2) proposed gate valves as follows: (1) move to and along the 12" DIP to approximately Station 32 +90 along Century Trail. (2) move to and along the 8" DIP so that it is between the concrete swale and the R/W for Century Trail or approximately Station 10 +10 on Morgan Lane. (Plan Sheets U3 and U9) Memo Page 4 February 3, 2005 Century Farms North 3rd Addition • Engineering Review • At the intersection of Century Trail and Shetland Lane (Private), reconfigure the two(2) proposed gate valves as follows: (1) move to and along the 12" DIP to approximately Station 35 +60 along Century Trail. (2) move to and along 8" DIP so that it is between the concrete swale and the R/W for Century Trail or approximately Station 4 +32 on Shetland Lane. (Plan Sheets U4 and U10) d.) Fire Hydrant Locations: • For proposed fire hydrants at the intersections of Century Trail with Shetland Lane and Morgan Lane: Move the 6" DIP watermain lead to Century Trail 12" DIP watermain with 12" x 6" Tee at both locations. (Plan Sheets U3, U4, U9, and U10) • Add fire hydrant (flushing) at the end of the proposed 12" DIP on Robinson Drive and to the east of Century Trail. e.) Extend Watermain: On Carl Street, extend the proposed 8" DIP watermain so that is passes under the private utility sleeves and over the sanitary sewer service. Approximately 20' extension beyond hydrant tee. (Plan Sheet U7) 5. Street System Items: • a.) Label on the plan sheets the private streets such as Shetland Lane and Morgan Lane. b.) Show on the street plan sheets the horizontal curve data along with labeled PC /PT stationing. c.) City of Lino Lakes along with Mn/DOT guidelines require a minimum of a 300 foot centerline radius for 30 mph rated horizontal curves with a normal crown typical street section. Thus, the proposed curve on Century Trail at approximately Station 31 +00 to 32 +00 must be adjusted to meet the 30 mph criteria. (Plan Sheet U3) This assumes the plat will also need to be modified. d.) On the plan sheets label and distinguish between street existing profiles and proposed street profiles such as: • Century Trail at begin project at approximately Station 31 +00. (Plan Sheet U3) • Carl Street to the east of Clydesdale Circle at approximately Station 2 +50. (Plan Sheet U7) • Clydesdale Circle to the south of Carl Street at approximately Station 0 +50. (Plan Sheet U8) e.) The City of Lino Lakes does not allow concrete swales (valley gutters) to cross public • intersections. The proposed concrete swale in the north curbline of Robinson Drive and where the future Century Trail is proposed must be eliminated. (Plan Sheet U5) Memo Page 5 February 3, 2005 Century Farms North 3rd Addition • Engineering Review • • f.) Catch basin locations at the end/beginning of street curbline radii are to be set at five (5) feet beyond the radius points on the tangent. Catch basins 172, 173, 174, 175, and 180 appear to need to be moved to attain this requirement. g.) Add a set of Type II Barricades on Robinson Drive and to the west of Shetland Lane. (Plan Sheet U6) h.) The proposed temporary cul -de -sac at the east end of Carl Street has a radius of 35 feet. The City of Lino Lakes requires a minimum of a 46 foot radius for cul- de- sac(s). Adjust the radius of the cul -de -sac and show clearly how the storm runoff from the cul -de -sac will flow. i.) Make sure all the proposed profile street centerline grades are shown on the plan sheets. j.) There shall be a minimum five (5) foot separation between the proposed driveway and the existing catch basin 132 on Clydesdale Circle. (Plan Sheet U8) k.) The following street vertical curves shall be modified: • Century Trail at approximately Station 34 +30 - change from 50 -foot length to 90 -foot length vertical crest curve for 30 mph rating. • Delete vertical curve and have low point at approximately Station 36 +78 on Century Trail. • On Clydesdale Circle at approximately Station 2 +00 - change from 50 -foot length to 90 -foot length vertical crest curve for 30 mph rating. 1.) Typical Section Details: • Change the bituminous mixture designation from Type B (PG 58 - 28) to Type C (PG 58 -34). • 24" Granular Materials shall be "Select Granular Borrow" matching the requirements for Mn/DOT 3149.2B2. 6. Storm Sewer System Items: a.) Provide the City Engineer with copies of the Rice Creek Watershed District permit along with NPDES /SWPPP permits for review /approval prior to construction commencement. b.) Provide the City Engineer with a statement of compliance that the storm sewer system proposed for Century Farms North 3rd Addition adheres to the overall storm sewer system previously approved for the Century Farms North total development site. If there are changes, revised storm system calculations are necessary to submit for review. c.) Provide to the City Engineer a copy of the stonn sewer piping system calculations for review and approval (pipe capacity for 5 -year Storm Design Event). Memo Page 6 February 3, 2005 Century Farms North 3rd Addition • Engineering Review • • d.) As has been noted in the street section, catch basins shall be set five (5) feet beyond on the radius point and along the tangent at street intersections. e.) Catch basin 170 on Century Trail shall be changed to a Type 402. Catch basin 175 on Robinson Drive shall be changed to a Type 402. (See Plan Sheet U11) f.) Backyard catch basins 184, 185, and 186 all have the same invert. Also, the inlet structure castings shall be Type 402A. (See Plan Sheet U12) g.) Standard Details (Plan Sheet D1): • Outlet Structure 166: This structure is not labeled in the plans. Thus, either delete the detail if not to be used on this project or identify /label its location in the plan set. • Outlet Structure 142: The shown 4" orifice to Pond K will not be allowed due to potential clogging with debris. A recommended alternative would be a submerged reverse flow 15" RCP with a 4" orifice plate attached to the inside of the pipe /manhole interface. 7. Miscellaneous Items: a.) The City Engineer reserves the authority to increase and add testing methods to protect and verify compliance of construction materials and installation methods to protect its interests. b.) Provide the City Engineer with a copy of the project `Engineer's Estimate' or actual construction costs. c.) Provide a copy of the project specifications for review. d.) Final construction plans and specifications must be approved by the City Engineer prior to construction commencement. • • AGENDA ITEM V.J. STAFF ORIGINATOR: Paul Bengtson P & Z MEETING DATE: February 9, 2005 TOPIC: Final Plat Turnberry Crossing (Formerly Marshan Townhomes 2nd Addition) BACKGROUND Hokanson Development has requested approval of a single family residential development called Turnberry Crossing. The subject property consists of 4.05 acres and will be platted into 23 townhome units and one outlot. The final plat conforms to the approved preliminary plat layout as approved by the City Council on September 13, 2004. The title commitments, final plat, and association by -laws have been forwarded to the City Attorney for review, and are acceptable. Additional right -of -way for Lake Drive is being dedicated as required. The applicant has submitted the revised design to the Rice Creek Watershed District as required by condition number 10 of the Preliminary Plat. The applicant is currently adding a right of access dedication to Anoka County as was required by the Preliminary Plat approval. This revision will be submitted for staff review prior to the item being scheduled for the City Council. All other conditions of approval will be met with building permit review of the subdivision. A development contract between the applicant and the city is being developed and will address many of the conditions of approval at that time. OPTIONS. 1. Approve the final plat for Turnberry Crossing. 2. Return to staff with direction. RECOMMENDATION Option 1 ATTACHMENTS 1. City Engineer's memorandum dated February 2, 2005. 2. Final Plat submitted January 10, 2005. • • • Memorandum DATE: February 2, 2005 TO: Jeff Smyser FROM: James E. Studenski, City Engineer 2 RE: Turnsberry Crossing (Marshan Lake Townhomes 2nd Addition) Attached is the TKDA review dated January 31, 2005, of the submitted documents for the Turnsberry Crossing site. The following comments must be addressed prior to final approval given for this project. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014-1182 Phone: 651 -982 -2400 ® Fax: 651- 982 -2499 ® TDD: 651- 982 -2410 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: Turnberry Crossing (Marshan Lake Townhomes Copies To: 2nd Addition) City of Lino Lakes, Minnesota Comm. No. 13265 -002 From: Scott A. Brink, P.E. Routing: Date: January 31, 2005 Engineering Reviews for this proposed development were previously prepared and presented in several previous memorandums. In previous reviews, the proposed development was titled " Marshan Lake Townhomes 2nd Addition." The project title has since been changed by the developer to "Turnberry Crossing." The following documents have been received since the September 2, 2004 review: 1. Construction Plans for Existing Conditions, Grading, Drainage and Erosion Control (full size and half size) dated November 5, 2004 and received by the City of Lino Lakes December 28, 2004, by Schoell and Madson, Inc. The Construction plans are as follows: 1) Cover Sheet 2) Existing Conditions 3) Tree Preservation Plan 4) Grading and Erosion Control Plan 5) Details 6) Stormwater Pollution Prevention Plan (Sheets 1 -4) 2. Construction Plans for Sanitary Sewer, Watermain, and Storm Sewer and Street Improvements (full size and half size) dated November 5, 2004 and received by the City of Lino Lakes December 28, 2004, by Schoell and Madson, Inc. The Construction plans are as follows: 1) Cover Sheet 2) Drive A and Drive B Street Improvements 3) Drive C Street Improvements 4) Drive A and Drive B Utility improvements 5) Drive C and Watermain Improvements 6) Aqua Circle Watermain Improvements 7) Storm Sewer Improvements 8) Details 9) Details • • • Turnberry Crossing Review Page 2 January 31, 2005 City of Lino Lakes, Minnesota Revised preliminary and final plats have not been provided as part of this submittal. Therefore, comments provided per the previous review memorandums shall remain effective as applicable. Comments are as follows: 1) As previously stated, the name of the proposed project has been changed from Marshan Townhomes 2nd Addition to Turnberry Crossing. All construction plans, including the preliminary and final plats should be revised to reflect this change. 2) The property is adjacent to the Anoka County Roadway. Therefore, the Preliminary and Final plats will require the review of the County. It is not expected that any construction related permits from Anoka County will be required. However, additional right of way dedication may be requested by the County: Typically, the County has requested a total right of way width of 120 feet, or 60 feet from the centerline of the roadway. Any site grading that extends into the Anoka County right of way will require a permit. 3) A Landscape Plan was previously submitted. The plan did not appear to show any planting locations that would have interfered with proposed underground utilities. However, there were are at least some trees shown that were located within swaled or infiltration areas. Special care must be taken during actual construction and subsequent plantings to assure that plantings will not be installed over any underground utilities or within drainageways where flows may be restricted or impacted. It is suggested that plantings be installed a minimum of 7 -10 feet from underground utilities in the event any maintenance or excavations should be needed in the future. 4) The Grading Plan shall be subject to any further comments or requirements of the Rice Creek Watershed District (RCWD). A conditional approval pending receipt of changes (CAPROC) was previously received from RCWD. All conditions of the CAPROC must be met as stated. 5) A Stormwater Pollution Prevention Plan (SWPPP) has been submitted and shall be adhered to by the applicant and his contractor throughout the duration of construction, in accordance with NPDES requirements. Silt fence and erosion control as shown and detailed on the plans shall be installed accordingly. 6) The location and type of permanent turf restoration (seeding and sodding) must be defined clearly on the plans. In particular, the type of turf to be installed in the infiltration areas must be provided. This would include vegetation specifications in accordance with RCWD requirements. 7) As noted on the Tree Preservation and Demolition Plan, several buildings including houses, barns, sheds, and a garage all currently exist and will require demolition and removal as required. The applicant will be responsible for the complete removal of all buildings, foundations, underground and above ground items, capping of any existing utility connections and wells, and removal of any underground, fuel storage or septic systems that may exist. All debris and unsuitable material must be removed from the site. Any material imported to the site must be approved by the City Engineer. Turnberry Crossing Review City of Lino Lakes, Minnesota Page 3 January 31, 2005 8) Geotechnical information was previously provided. As previously stated, additional excavation of fine alluvial silts and replacement with compactable granular material may be required for construction of the new buildings and private drives. Suitable granular material must also be placed beneath the designated infiltration areas. Groundwater levels may also necessitate dewatering for the utility installations. Any imported topsoil, fill material, or granular materials for roadway, building foundation, or other use (material and source) must be approved by the City Engineer. 9) A revised copy of the final plat must be submitted for review with the new title of Turnberry Crossing. Drainage and utility easements as well as provisions for driveway access must be provided on the plat. The Final Plat shall also be subject to the review and approval of Anoka County. 10) Utility plans have been provided. All utility installations (including sanitary sewer and water), shall be considered private and will not be owned or maintained by the City of Lino Lakes. In addition, the proposed streets /driveways do not meet the minimum width requirement of the City of Lino Lakes and shall also be owned and maintained privately. Private ownership and maintenance responsibilities must be addressed and detailed in the Developer Agreement between the City and the Applicant. The utility plan should also show or designate the services termination point (distance from the building). Individual sanitary sewer and water services must also meet minimum separation distances. Following are additional comments with regards to the utility and street plans: a) The new drives are shown connecting to Aqua Circle with valley gutters, which the City does not allow. The valley gutters shall be replaced with concrete driveway aprons, or shall be continuously paved with an acceptable slope transition. b) Sanitary sewer manhole castings shall be provided in accordance with the requirements of the City of Lino Lakes. c) The 8 -inch watermain on Drive A shall have a gate valve located at the property line (foot of the drive), similar to those provided for Drive C and Drive B. d) An 8 -inch main is proposed to run along Aqua Lane and parallel to the existing 12 -inch main for the length of the development property. The new 8 -inch pipe is proposed to be connected to the 12 -inch main by utilizing existing 6 -inch hydrant leads and relocating the hydrants. It is recommended for testing purposes that 8 -inch valves be installed at the connection points. e) Construction notes must be added that address requirements of the City of Lino Lakes with regards to connecting to existing utilities and structures. The City Utilities Superintendent must be notified at least 48 hours prior to any shut downs, wet taps, or other work related to the City's system. These requirements also apply to connecting to the City's sanitary sewer and storm sewer systems. • Turnberry Crossing Review City of Lino Lakes, Minnesota • Page 4 January 31, 2005 f) In addition to the requirements of the City of Lino Lakes, all utility work shall be performed in accordance with the Standard Specifications of the City Engineers Association of Minnesota (CEAM). Construction notes must be added to the utility sheets that include these requirements, including minimum compaction standards for all utility trenches and roadway base. g) Water pipe and appurtenances shall meet the requirements of the City of Lino Lakes, and as follows: Hydrants - Waterous Pacer WB -67; Valves - Mueller A2370 -20 or equal. DIP pipe shall be Class 52. All sanitary sewer service pipes shall be SDR 26 or Schedule 40. Safety and traffic control during construction must be provided in accordance with the State of Minnesota Manual of Uniform Traffic Control Devices (MUTCD). h) Catch basin/manhole castings for the swale /turf areas must be specified, subject to the approval of the City of Lino Lakes. i) The applicant shall be responsible for obtaining permits from the Minnesota Department of Health and the Minnesota Pollution Control Agency for the water and sanitary sewer installations as required. j) • All restoration of existing streets shall be performed in accordance with the requirements of the City of Lino Lakes. The City Street Superintendent must be notified at least 48 hours prior to any street excavating or work of any manner on public streets and /or right of way. II/ fi� r{ _ • rU r�„ " -,,,� 1 0 0/ I ��'� � °�. ' 11 I I I : o t !� F R FL/ .!J � >0.9 61.50 61.50 8 /1 61.50 9 61 50' 0 +- 24' BiB T 12 61.50' 13 61.50 / 24 44' DRAINAGE AND UTILITY EASEMENT 1 N 24 314.19 rj 61.50 16 61.50' 17 O o 15'R TYP 0) 60.00' 61.50' 6150 25' DRAINAGE AN LI A 18 61.50' LAKE DRIVE -_ DEDICATION 15 19 2, ' BtB of 20 51.50 21 60.00' 61.50 22 61.50' 30' 23 60' • `e 3624 . ook- 61.50' 1.50' 61.50' 20' DRAINAGE AND FUTILITY EASEMENT 44' DRAINAGE AND .-61ZILITY EASEMENT E} a 7.1% _ l T. 4_ T 5 1 13.35' AA, • • BUILDING SETBACKS: C.SAH. No. 23 (LAKE DRIVE) - 40 ft. min AQUA LANE - 30 ft. min. AQUA CIRCLE - 25 ft. min. PERIMEI LN - 30 ft. PRIVATE STREET TO GARAGE DOORS - 20 ft min SIDE (Building separation ) - 25 ft min SITE AREAS: GROSS AREA: 176,361.76 sq. ft. 4.05 acres ROW DEDICATION+ 9,392.45 sq. ft. 0.21 acres NET AREA 166,96931 sq. ft. 3.84 acres IMPERVIOUS SURFACE - 33.8% GREEN AREA - 66.2% OPEN AREA - 50.2% ( COMMON AREA 3 Zoned: R -3 Guide Pion: Med Density Request to Rezone to PUD SITE DENSITY: TOTAL UNITS = 23 NET DENSITY = 23/4.05 = 5.6 UNITS /ACRE LAKE DRIVE DEDICATION NET DENSITY = 23/3.84 = 6.0 UNITS /ACRE LOT AREAS: L OT /BLK 1/1 Area 2,685.70 sq. ft. 0.0616 acres L OT /BLK 2/1 Area. 1,988.29 sq. ft. 0.0456 acres LOT /BLK 3/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 4/1 Area: 2.685.70 sq. ft. 0.0616 acres LOT /BLK 5/1 Areal 2,685.70 sq. ft. 0.0616 acres L OT /BLK 6/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 7/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 8/1 Areo: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 9/1 Area: 2,685.70 sq. ft. 0.0616 acres L OT /BLK 10 /1 Area 2,685.70 sq. ft. 0.0616 acres LOT /BLK 11 /1 Area, 2,685.70 sq. ft. 0.0616 acres LDT /BLK 12/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 13/1 Area 2,685.70 sq. ft. 0.0616 acres LOT /BLK 14/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 15/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 16/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 17/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 18/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 19/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 20/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 21/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 22/1 Area 2,685.70 sq. ft. 0.0616 acres LDT /BLK 23/1 Area: 2,685.70 sq. ft. 0.0616 acres LOT /BLK 24/1 Area: 105,895.62 sq. ft. 2.431 acres DESCRIPTION: SEE LEGAL DESCRIPTION ON SHEET 2 of 11 LEGEND BOUNDARY LINE DENOTES PROPOSED EASEMENTS - - - - - DENOTES BUILDING SETBACK Solt Type : ZMA, ZMB = Zimmerman Fine Sand REC IVED .AN 7 2005 CIT,1(oF --LINO LAKES 0 30 60 90 SCALE ENCHMARK: IN FEET Top Nut Hydrant in N.W. quadrant of the intersection of Aqua Lone and Aqua Circle. Elevation = 897.27 feet (N.G.V.D. 1929) Revisions Date: Description: By: Date: Description: By: 5/05/04 REVISED PUT DFD 6/21/04 REVISED PLAT DFD 7/30/04 REVISED PLAT DPD 8/19/04 REVISED PIAT /GRADES DE I hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a Licensed Professional Engineer order the Taws of the State of Minnesota. Kenneth Adolf Date: 5/05/04 Reg. No. 12040 Designed Br KA Drown By Checked By KA Schnell & Madson, Inc. Engineering • Surveying • Planning Soli Testing • Environmental Services WWW.echoehnadeoncam 110580 Wayzata Boulevard, Site 1 554 Thrd Street NW, Site 100 Mnneopobe, 16neeot8 55305 -1525 Ek Fver. A9eeeota 55330-1409 phone (952) 546 -7601 - fax (952) 546 -9065 phone (763) 241-0106 - fax (952) 546-9065 Cferlt Hokanson Development, Inc. 9174 Istantl Street N.E. Blelne MN. 55434 17631 786 -3130 Project Name /Locstorr Morahan Townhomes 2nd Addtlon Lino Lakes, Minnesota Sleet Tdb PRELIMINARY PLAT Date 5/05/04 4 .11 Schoen & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services wwwschoellmadeoncom 10560 Wayzata Boulevard, Sate 1 554 Third Street NW, Site 100 1.eneepoie, Minnesota 55305-1525 Bc Fiver, Mineeota 55330-1409 phone; (952) 546 -7601 - fax (952) 546-9085 phone (783) 241-0108 - far (952) 546 -9065 Pea Hokanson Development, Inc. 9174 letantl Street N.E. Blaine MN. 66434 17631 786 -3130 e+ A-2 4 L T T. L i i I J 1 60 NM LANDSCAPE NOTES 1 • ALL LANDSCAPE TREES, SHRUB, GROUNDCOVERS AND SOD AREAS SHALL BE IRRIGATED. L p • SOD AND IRRIGATE ALL DISTURBED AREAS. 11 • I ALL LANDSCAPE ISLANDS WITH PLANT MATERIAL SHALL BE IRRIGATED. • REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION NOTES, PLANTING DETAILS. • REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL / _ • LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF j IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR REVIEW. • ALL SHRUB BEDS AND TO RECIEVE 3" SHREDDED HARWOOD IMULCH, AND TREES TO RECIEVE 4" DEPTH OF SHREDDED HARDWOOD MUCLH. r'I • REMOVE WIRING, TWINE OR ROPES AND BURLAP FROM THE TOP AND SIDES � I OF THE ROOT BALL FOR BALLED AND BURLAPPED PLANTS. • REMOVE CONTAINERS AND CUT CIRCUNG ROOTS IF PLANTS ARE CONTAINER GROWN. i< • HEAVY COMMERCIAL GRADE EDGING SHALL BE USED AROUND THE PERIMETER OF ALL SHRUB AND GROUNDCOVER MASSINGS • ALL TREES NOT IN PLANTING BEDS TO RECEIVE MULCH RINGS 3' IN DIA. • IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE BARK. • MULCH DEPTH SHALL BE A MAXIMUM OF FOUR INCHES. AND SHALL BE KEPT AT LEAST TWO INCHES AWAY FROM 11-10 STEM OF THE TREES. 1 • THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. • ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS: *0 -0 -20 GRANULAR FERTILIZER APPLIED AT THE "TIME OF PLANTING AT A RATE OF 12 OZ PER 2.5 CALIPER INCHES OF TREE AND 6 OZ PER SHRUB. *10 -0 -10 FERTILIZER APPLIED THE FOLLOWING SPRING AT SAME RATE. 0' 31 7 _. t, j )a rN ..A, s ti goy — SUGGESTED PLANT SCHEDULE CODE QTY COMMON NAME /LATIN NAME SIZE ROOT REMARKS A 18 AUTUMN BLAZE MAPLE 2" B &B STRAIGHT LEADER Acer x freemanii 'Jeffersred' CAL. AND FULL CROWN B 8 NORTHERN PIN OAK 2" B &B STRAIGHT LEADER Quercus ellipsoidalis CAL. AND FULL CROWN C 9 PATMORE GREEN ASH 2" B &B STRAIGHT LEADER Froxinus pennsylvanica "Patmore" CAL AND FULL CROWN D 6 RED OAK 2" B &B STRAIGHT LEADER Quercus rubro CAL. AND FULL CROWN E 10 HARVEST GOLD CRABAPPLE 1.5" B &B MULT1 -STEM TREEFORM Betulo x 'Crimson Frost' CAL AND FULL CROWN F 14 THORNLESS HAWTHORN 1.5" B &B MULTI -STEM TREEFORM Crateogus crusgolli var. inermis CAL. AND FULL CROWN G 15 BLACK HILLS SPRUCE 6' CONT FULL FORM TO GRADE Picea glauco 'densata' HT H 10 WHITE SPRUCE 6' CONT FULL FORM TO GRADE Picea glauco HT I 15 WHITE PINE 6' CONT FULL FORM TO GRADE Pinus strobus HT QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. `` PrY • Y £ PLANT LEGEND OVERSTORY DECIDUDOUS TREE ORNAMENTAL TREES CONIFER TREES SHRUBS \GROUNDCOVER RECE JAN 2 7 2005 AVG. 2.5" DIA. AVG. 1.5" DIA. AVG. HT 6' 30 60 AVG. HT 18" 90 SCALE IN WARNING FEET THE CC(NTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES LOrIONS CITY; O F LINO LAKta ITp ATP PES,OMANHOLES. EVALVES, OR WIRES, OTHER BURIED URES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Revisions Date: Description: By: Date: Description: 7 -30 -04 Revisions PDS 8 -19 -04 Revisions SAY I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Landscape Architect under the laws of the State of Minnesota. Paul D. Schroeder Date: 8/10/04 Reg. No. Designed By SAY Drawn By. SAY Checked By PDS Project Name /Locabcee Marshan Townhomes 2nd Addtlon Lino Lakes, Minnesota Sheet Title LANDSCAPE PLAN Date 6/05/04 8 11 SMI Project Number: 63506 -004 0 ry $ Trn m O EROSION CONTROL FENC I (TYP) / / /1 • `Y Awe_ 110e I CIRCLE CONCRE VALLEY G I it 'IT ROCK CONSTRUCTION ENTRANCE _ mil EROSION CONTROL FENCE TYP)4 CONC TE VALLEY o GUTTER G d 0 •:w DDDDDDC+D D.\ -fce LEGEND DENOTES — — — — — DENOTES DENOTES — — — — —. — DENOTES 0 IN 0 r BOUNDARY UNE DRAINAGE / UTIUTY EASEMENT EXISTING STORM SEWER EXISTING 4' DRAIN TILE DENOTES EXISTING WATERMAIN DENOTES EXISTING SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING.. DENOTES EXISTING STORM MANHOLE/ CB DENOTES EXISTING SANITARY MANHOLE DENOTES EXISTING HYDRANT — — —998— —cy� \ .-� 9973 4'� .?P�P ONTOUR -----_4_ , -000000000---&3000000000 EROSION ONTROL SILT FENCE -AFTER GRADIRtr �`3'Ib;4iri - -,9 - DD LIDO D00000E��+-ERjO� ION CONTROL SILT FENCE 1.00% / /PERCENT OF GRADE 910.5 PROPOSED RO6K CONSTRUCTION /PERCENT OF GRADE / PROPOSED SPOT ELEVATION ..SOOyG T ` DENOTES CURB CUT CONSTRUCTION. SAWCUT \ BITUMINOUS FOR CURB AND GUTTER REMOVALS. -`'\,` RESTORE STREET TO MATCH EXISTING PAVEMENT SECTION. DENOTES SLAB ON GRADE DENOTES CURB CUT -$s 7. 3 0 ,; l 1] v v GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CRIES METRO AREA: 651 -454 -0002 OR TOLL -FREE: 1 -800- 252 -1166. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL. DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL 6. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 7. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS. ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 8. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. 9. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 10. REFER TO UTILTY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 11. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET. 12. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 13. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 14. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUI 1 L WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 15. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. EROSION CONTROL NOTES SEE STORMWATER POLLUTION PREVENTION PLAN. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UT1LmES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES. VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. RECEIVED JAN 2 7 2005 Y.QF LINO LAK q SCALE v),y 30 60 90 IN FEET ll Revisions Date: Description: By: Date: Description: BY: 12/10/04 COMMENTS DFD 1 hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a Licensed Professional Engineer under the laws of the State of Minnesota. Paul Talliek Date: 10/05/04 Reg. No. 40151 Designed By PW Drawn By OFD Checked By PW --'- Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services IREPPY wawadwelmedeoncom 110550 Wayzata Boulevard Skate 1 554 Third Street NW, Suite 100 ke neepofe, Mwieaota 55305-1525 10 Rorer, Mkneeota 55330 -1409 awns (952) 546-7601- fax, (952) 546 -9065 phone, (763) 241 -0118 - tax, (952) 546 -9065 Clerk Hokanson Development, Inc. 9174 latent! Street N.E. Blaine MN. 55434 17631 766 -3130 Project Neme/Locatien Mershan Townhomes 2nd Addtlon Lino Lakes, Mlnneeota Sheet 110ev GRADING, DRAINAGE AND EROSION CONTROL PLAN Deter 11/05/04 4d 5 Mil Project Number: 63506 -004