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HomeMy WebLinkAbout10/26/2005 Env Bd PacketCity of Lino Lakes Environmental Board Meeting October 26, 2005 6:30 p.m. (This meeting not televised) REVISED AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. JADT /Lino Lakes Commercial Center /Sheet Metal Workers Preliminary Plat Site Plan Review. B. The Village No. 3/YMCA/Preliminary Site Plan Review 6. DISCUSSION ITEMS A. NPDES Education /Dawn Dubats /RCWD B. Stoneybrook 7. ADJOURN • ENVIRONMENTAL BOARD MEETING • DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT 1. 2. • 3. 4. 5. • CITY OF LINO LAKES DRAFT MINUTES OCTOBER 12, 2005 : October 12, 2005 . 6:34 P.M. . 8:33 P.M. : Barbara Bauman, Constance Grundhofer, Rod Kukonen, Teresa O'Connell, and Mary Jo O'Dea : Barbara Bor and Dennis Smith : Environmental Coordinator Marty Asleson and Michael Grochala Community Development Director CALL TO ORDER Chair O'Dea called the meeting to order at 6:34 p.m. APPROVAL OF MINUTES August 31, 2005 This item was tabled to the November 30, 2005 meeting. APPROVAL OF AGENDA The Board approved the agenda. OPEN MIKE No citizen comments were made. ACTION ITEMS A. I -35E Corridor Final AUAR Grochala stated the final AUAR had been approved by Council for final distribution to the State agencies. The agencies could file for an objection until the tenth day ending on Friday, October 14, 2005. Council vote for final approval was set for October 24, 2005. He clarified the purpose of the AUAR that it was not a land use plan or a Comprehensive Plan Amendment. It took the Comprehensive Plan to a more detailed level with more analysis in sewage and transportation issues. It analyzed two plans of development, when the City was fully developed. MNDOT had expressed concern that the infrastructure would be inadequate for Scenario 3. In 2008, a new Comprehensive Plan update was 1 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING OCTOBER 12, 2005 required. This plan addressed how each piece fits into the entire region, and how to mitigate the issues that would arise. Chair O'Dea questioned if the next step would be to wait to see who would want to develop in the region. Grochala responded that they would, and address it against the plan. He added that Hardwood Creek wanted a change that required a Comprehensive Plan Amendment. Chair O'Dea inquired if a Comprehensive Plan change was discouraged. Grochala answered that property owners often requested changes and the Metropolitan Council required an update every ten years. Since 2002, there had been 2 -3 amendments approved. He indicated the Comprehensive Plan was a living document. Staff noticed two years ago that it was necessary to address the traffic issues. O'Connell mentioned how traffic was to be addressed in light of Hardwood Creek. Grochala responded MNDOT indicated they could not handle the volume of traffic. There was not enough infrastructure with the existing Comprehensive Plan. Hardwood Creek was only a component of it. County Road 14 and Interstate 35E was already not functioning well. There was a joint effort with Anoka County to begin the project. A monitoring program would be implemented. If there was no interchange, there would be no Hardwood Creek project. He indicated the City had applied for federal funding for an upgrade at Lake Drive and Interstate 35W, but explained the situation was highly competitive. The Hardwood Creek could be begun with development money, but local participation would also be necessary. The question remained would the system be able to handle the traffic when the entire region was fully developed. Hardwood Creek wanted an environmental assessment, so the City expanded the projections into the AUAR. Chair O'Dea stated that three communities converge at the intersection. Grochala stated the model took it into account. Without a regional document such as this one, decisions would be made on a micro - scale. He indicated that sanitary sewers were easy, but the real issues were stormwater management and traffic. Asleson commented on the quality of the analysis in the restoration and management plans. Grundhofer indicated the volumes of the recent rains have brought the issue of stormwater management to the forefront. Bauman noted that the AUAR could help with efficiently giving the developers the knowledge of the City's expectations. 2 DRAFT MINUTES • • • ENVIRONMENTAL BOARD MEETING OCTOBER 12, 2005 Grochala stated that this was volume control, and was the first time it had been intentionally addressed. Asleson added it was being dealt with adequately after eight years. Grochala noted that the AUAR was setting the limit, what were the resulting repercussions. They received good comments from the agencies. Dan Huff from the Friends of the Mississippi was invited staff to a meeting, but staff had already attended the workshop. Dan Huff indicated the organization had decided to concentrate on cities not adequately dealing with the issues. Grochala indicated that there was probably more internal struggle than with other agencies. He stated there was a 3 -2 vote for distribution, and commented it might not be approved. If approved, it would assist in the Comprehensive Plan update in the region. The other areas of the City were still unknowns. Kukonen asked for clarification that the scenarios were really aggressive. Grochala explained that each area needed a land use designation. They did not spend time analyzing the areas of low density. The focus was on the medium and high density areas, recognizing that things could change. Chair O'Dea questioned staff on comments that could be made to indicate the AUAR was a worst case scenario. She noted it was not explicitly stated that the scenarios were the extreme situation, and did not mean that development should occur this intensively. Grochala indicated there was no difference between the AUAR and the Comprehensive Plan for most people. Chair O'Dea clarified it needed to state that the AUAR was not and did not replace the Comprehensive Plan. O'Connell referred to page 5, "whenever a certain impact may or may not occur..." Grochala reviewed the requirement of the worst case scenario out of the Minnesota Rules. O'Dea mentioned it appeared the objections were that the document could not be supported, because the worst case scenario could not be supported. Grochala stated that the City now knew what could be mitigated, and the necessary measures for it. Kukonen inquired if "level of service standards" might come into play. Grochala affirmed that it would because the function of an intersection could be rated by measuring the time it takes to proceed through an intersection. In the mitigation plan, the levels of service standards were addressed on a global scale. He added the domino effect of micro - analysis was not good for long -term assumptions. In reviewing projects, if the developer met the requirements, the City did not have much of a margin of discretion. A developer could fund infrastructure improvements, or the project might not be approved because the present 3 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING OCTOBER 12, 2005 infrastructure would be inadequate. Ultimate discretion would involve a Comprehensive Plan change. Bauman noted the control would not be with the AUAR tool, but with the Comprehensive Plan and the Zoning laws. Grochala stated a long range market analysis was done. Kukonen stated he could support it from a purely environmental standpoint. Asleson added that the surface water management was the primary concern. Kukonen referred to the Elm Crest area with 24th Avenue. Grochala clarified it was North of Hardwood Creek. Asleson stated the area was reviewed by a wildlife biologist. Kukonen noted there were no protection measures for the area in 11 -1 where rare animal and natural plant communities occurred. Asleson confirmed that there was a high quality wetland at that location. Grundhofer noted there were many birds in the Spring. Kukonen asked for clarification that it was conceptual, and they were not taking away the right to protect that area. After a brief discussion the motion was made by Bauman: The Environmental Board strongly supports the adoption of the final AUAR by the City of Lino Lakes. The Mitigation Plan within the document serves as an invaluable tool to identify and minimize environmental impact of developments. Adoption of the Final AUAR should not be interpreted or misconstrued as endorsing an aggressive development scenario. Grundhofer seconded the motion. Motion carried unanimously. 6. DISCUSSION ITEMS A. Hardwood Creek Update Grochala stated the Hardwood Creek representatives were requesting a Comprehensive Plan Amendment. Some information was updated since the last meeting. The were requesting MUSA to be extended, and were intending to conform to the AUAR parameters. The present amount of permanent open space was 27 -37% or 85 -95 acres. The open space was the tiled county ditch. The site is very large and the Comprehensive Plan Amendment was for mixed use. Planning and Zoning had reviewed the Comprehensive Plan Amendment, and had a special meeting recommending approval for a change of land use. Council 4 DRAFT MINUTES • • • • ENVIRONMENTAL BOARD MEETING OCTOBER 12, 2005 would be addressing the transportation issues on October 24, 2005. Staff did not believe it would be approved at that meeting, but would probably be tabled. Parts of County Road 21 would need to be upgraded. Rehbein was part of the team and they were planning to use innovative techniques to address the issues. Council had expressed concern over the number and type of housing units. The City wanted to integrate the high density. The developers wanted to create pocket parks. O'Connell stated that Heritage Ponds in Hugo had curb appeal. Grochala noted that they wanted to maximize the aesthetic design components. Market demands had changed, and they wanted to create a neighborhood mix with walkability to the commercial from the residential areas. B. Rice Creek Professional Building Grochala stated the building met the Shoreland District impervious requirement. There was little discretion for permitted uses, and so the plan went through the staff review and not the boards and Council. The process began in April, with permits in July. He indicated Asleson had expressed concern on infiltration issues on the site, but Rice Creek Watershed District was the permitting body for it, and had addressed many of the issues. The height requirement was met, and was under 35 feet. Chair O'Dea inquired since the Board did not make decisions, what would the harm be to obtain input from the Board. Grochala responded with the question, if the Board made recommendations that were not followed, what would be the perception. O'Connell referred to the Dairy Queen example with the lighting issue. O'Dea added that the people on the Board bring unique views. Perhaps similar sites could be brought to the Board as a discussion item, but not an action item. Asleson stated that there were some things he could miss in a staff review. Chair O'Dea asked for clarification that there were garages located underneath the building. With tuck -under garages, there were often issues of plowing and the resulting runoff. Grochala answered that the ponding areas were located between the building and the lake. Kukonen stated that the ponds might be too close to the lake. Grochala noted the site was about 6 acres of upland with about 30,000 square feet • buildable land. They were going to bury the above ground utilities. 5 DRAFT MINUTES ENVIRONMENTAL BOARD MEETING OCTOBER 12, 2005 Grundhofer stated there were many migratory birds using that part of the lake. 7. ADJOURN It was noted that the next meeting of the Environmental Board will be on November 30, 2005. There being no further business, Kukonen moved to adjourn at 8:33 p.m. Grundhofer seconded the motion. Motion carried unanimously. Transcribed by: Brigette Biesi TimeSaver Off Site Secretarial, Inc. 6 DRAFT MINUTES • Agenda Item 5A Environmental Board Meeting Date: October 26, 2005 Topic: JADT /Lino Lakes Commercial Center /Sheet Metal Workers Credit Union/ Preliminary Plat Site Plan Review Background: The Sheet Metal Workers (SMW) Federal Credit Union has submitted plans for a building on the JADT site. The Environmental Board did a review for the JADT site in 1998. There were no specific individual site plans reviewed at that time. At that time the surface water plan for JADT was reviewed and approved by the RCWD. SMW is located on Lot 1, Blk 1 of the JADT 2nd Addition Plat. The SMW parcel is 2.756 acres in size. A cover letter from HTG Architects is included as Attachment 13. This site is located between the Wells Fargo Building now under construction and the multi- tenant building with Subway in it. Analysis: Lot Statistics • The lot area developed is 2.72 acres. There is 50.2% impervious cover or 1.36 acres and 49.8 % pervious cover or 1.35 acres. • Surface water TKDA will be reviewing the Stormwater Management Plan site for conformance to the previously accepted plan. Landscape The submitted landscape plan (Attachment 6) should be compared to the previously accepted plan of September 18, 2003 (Attachment 9) for conformance. This is important because the 2003 plan was the agreed upon minimum number of tree replacements on this site. The ponds at predevelopment were entirely wooded. Please note that there is now a retaining wall (Attachment 3 & 4) in the new landscape plan. The tree replacements of the 2003 plan must and can be accomplished by using the sloped areas of the pond. Species in the plan should conform to the species selected in the approved 2003 plan. Bur Oak is the selected tree species along Apollo Drive, therefore Bur Oak should be planted on Apollo Drive along lots 2 and 3. The landscape plan should show a ground cover plan as demonstrated in the 2003 plan. That is, the ponds should show the area planted with the City native seed mix sod areas should be shown and irrigation shown in all the sod areas. The seed mix labels must be verified by the City before seeding begins. The developer should hire a landscape company knowledgeable and experienced in the installation and maintenance of native seed mixtures. This landscape company should be hired for a minimum of three to five years and be an approved company to manage native vegetation by the City of Lino lakes. Since it has been some time since the ponds were constructed, the area is now inundated with non - native noxious plants. These plants should be total - killed prior to replanting the native mixtures. Infiltration areas should be constructed using low soil- compaction equipment. Any turf areas should be thoroughly tilled after top soil is spread. Tilling should be as deep as possible into the subsoil. Verification of this cultural practice should be done by the Environmental Coordinator. Some escrow should be held on to for this work. Tree Preservation Three large red oaks remain on the property. These trees were agreed upon to be saved. These oaks must have enough room to survive. An area equivalent to 1 foot of undisturbed area per diameter inch of tree is the minimum standard for needed tree space. The save area that the trees are located in appears to have the curb area almost bisecting at least one of the tree centers. Up to 50 % of the root zone of this tree will be impacted and most likely the trees will not survive, nor be firmly rooted enough to withstand wind storms. Regardless of the space concerns for these trees, the grading plan states that "The existing trees to remain, protect from damage." The developer should state how they are going to do this. There is also an oak tree that was saved in the Northern pond area. Any reconfiguration of this pond should leave an undisturbed area around this tree equivalent to the above stated standard or the tree should be replaced with a similar size and species. Lighting Attachments 11 and 12 show the lighting plan and fixtures. Light fixtures appear to be recessed, glare cut -off types of fixtures. Site plan photometric appears to be in conformance with City standards, Impervious areas The developer has indicated the required number of parking stalls is 88, and the proposed is 93. Although the proposed additional lots is more than required, the total number of lots is actually down in numbers from the 2003 proposal of 102. Recommend that the developer keep the new figure down to the minimum. Note: This a planned shared - parking area. Erosion Control Somewhere on the Erosion control plan, it must be indicated where on site the erosion control plan will be located along with the required weekly, and post rainfall events inspection reports. A contact and phone number should also be listed for the responsible on site NPDES supervisor. Maintenance notes indicate • • • that action will take place after silt fences are 1/2 full. This should be changed to 1/3 full and repaired within 24 hours of documentation. It should be noted that additional rock will be stockpiled or brought in should the rock entrance become non - functional due to rock space filling. All Storm sewer catch basins installed on the site must be protected from sediment deposition with an approved City device such as the Royal Infrasafe Collection Device. Best Management Practices A BMP plan was also submitted from Target (Attachment 10). JADT should duplicate this or work jointly with Target/Kohl's. A written plan on how this will be accomplished must be submitted to the City for approval. Options: 1. Approve recommendations and comments 2. Other recommendations as per the Environmental Board Recommendation: Option three Attachments: 1 Preliminary Plat of JADT Second Addition 2. Boundary and Topography Survey 3. Grading, Drainage and Erosion Control Plan 4. Site Utility Plan 5 Site Plan 6. Landscape Plan 7. Site Plan 8. Exterior Elevations 9. Lino Lakes Retail Lots 2 and 3 10. BMP Target Site /2001 11. Site Plan Lighting & Power 12. Light Fixtures 13. Cover letter HTG Architects A P O L L. O 5 99•1202' E 24527 (20.5.07 PLAT) D R V E vy / 8 '\r J 9 of �cF c 0 1 o' yo so 30 0 30 50 SCALE IN FEET ll J • OCT 1 0 2005 CrY Or,° LINO LAKE': NOTES: The purpose of this plat is to consolidate two lots into one lot, and to modify ponding easements to fit the proposed site layout parking areas. See Preliminary Grading, Drainage, and Erosion Control Plan for the proposed site layout. All existing Utility and Drainage Easements on Lots 2 and 3, Block 1, JADT ADDITION will be vacated, then easements will be re- dedicated In the proposed plat of JADT SECOND ADDITION. PROPOSED PLAT NAME: JADT SECOND ADDITION ZONING: GENERAL BUSINESS DISTRICT OWNERS: SMW FEDERAL CREDIT UNION MAPLEW00D, MINNESOTA ARCHITECTS: HTG ARCHITECTS 9300 HENNEPIN TOWER ROAD MINNEAPOLIS, MINNESOTA 55347 PHONE: 952 -278 -8880 ARCHITECT: SEAN C. RABOIN ENGINEER AND SURVEYOR: CLARK ENGINEERING CORPORATION 621 LILAC DRIVE NORTH MINNEAPOLIS. MINNESOTA 55422 PHONE: 763- 545 -9196 CIVIL ENGINEER: ANTHONY J. PINI, P.E. SURVEYOR: JOHN V. CHAFFEE, R.L.S. PARCEL AREA: 118,728 square feet or 2.7256 acres LEGAL DESCRIPTION: Lot 2 and 3, Block 1, JADT ADDITION. according to the plat thereof and of record in Anoka County, Minnesota PROPOSD LEGAL DESCRIPTION: Lot 1, Block 1, JADT SECOND ADDITION VICINITY MAP: V W In SAN STREET ,. a .1 N SEC. 8' & 17, T. 31, R. 22 NO SCALE ANOKA COUNTY, MN PRELIMINARY PLAT OF: JADT SECOND ADDITION DRAWS 95 QPEN ECRED BY DATE OCTOBER. 2005 PROJECT 00 V05069 SHEET NO. 1 SHEET 1 OF / 0 / 0 rd... 1 SUUY s- SAN VT nv. w estn g70 moae .- APOaLLO DRIVE : `a+as ea. mta (em.l g0; rron_ 4 , +106.7 roes 50er I f avinoge and !/tutu Eesement J` emsDays 4ae.T r50:.. +006.0 .MM4 7/07.1' 4P. / N , G _ `axi, DM4. nal .:,56651. :507.4 s' 11; Eg6 AT 30 KSG 4" A 0 30 s0• 50 SCALE: 1 INCH = 30 FEET 351 GENERAL NOTES: LEGEND: .DCEP PROPERTY LINE. SURVEYED UNDERLYING /ADJOINING LINE EASEMENT LINE CONTOUR LINE SPOT EL. (T =TOP CURB) CONCRETE CURS CHAIN LINK FENCE SANITARY SEWER /MANHOLE STORM SEWER/CATCH BASIN WATER MAIN/VALVE LIGHT POLE 0 DECIDUOUS TREE SURVEY CONTROL POINT PARCEL AREA: 118,725 swore feet or 2.7255 dares LEGAL DESCRIPTION: Lot 2 end 3, Block 1, JADT ADDITION. eeeordinn to the piet thereof and of record i Anoka (fount':. Minnesota OCT I 0 2005 • CF 07 LINO LAK -TA All dimensions are in feet and decimals unless otherwise indicated. Dimensions under two feet are not necsssorily drawn to stole. Orientation of bearing system is assured. Elevations ere on a sea level datum (NAVO -$S) per MnDOT control. Site bench marks (survey control points) as shown. City of Lino Lakes bench marks appear to be based on NOVD 7929 dat0n. To adjust the eievotione on this survey to 1529 datum, subtroct 0.15 foot. No docurents or current title information were available; therefore additional easements. if ony, are not shown, and other metiers of record may not be reflected in this survey. Easements will be needed for access and utility connections across adjoining property to Apollo Drive. The ALTA Survey mentioned above recites an ingress /egress easement across adjacent Outlet A. per Doc. No. 1547670. os shown. This document was not available, and thus the exact nature of the easement could not be determined. Verify suitability of this and other easements before constructing improvements. Small parking /traffic signs, shrubs, and brush are net shown on site. Trees under 3" diameter ore not shown. Underground utility lines ore shown per visible surface features. partial locator narks. ovailoble site pions, and records of City of Lino Lakes. Xcel Energy. Reliant Energy (Minnegasco). City of Circle Pines. end Owest. Underground TV cables, if any. and street lighting /traffic signal cables are not shown. Underground telephone cables ere boned on locator marks only. os Owest drewings ore not to scale. Private electric cables exist on or adjacent to site, but are not shown os no records were available. Other private underground lines ore shown to the extent of available information, but are not necessarily complete. STATE LAW: 48 HOURS BEFORE EXCAVATING, CALL GOPMR ONE -CALL, 651 -454 -0002. FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. This is 0 free service which locates utility- caepony lines but does not locate private lines. Contractors excavating on site shall provide for the location of privets utility lines by contract locator service or other suitable means. ANOKA COUNTY, MN BOUNDARY AND TOPOGRAPH 0 H SMW FEDERAL CREDIT 5, • DRAWN e' PE!I bECY N ^e7. DATE OCTOBER. 2005 PR.V007 N0. 005059 St10T NC. i 5.EET Or EXMRNG POND 4P - NWL _ 905.0 100 YR WI. _ 908.0 EXISTING POND TO BE RECONFIGURED AS SHOWN TO PROVIDE EOUNALENT CAPACIY sail . � i6�.T 0469 nan P 0 L L O DRIV 91cPi 9i Am sYS 4'" /190a.6o 1910.57 / ttsaae 1 ,00 0034 .-■••• Loll - ••■• .L.� • .�!Isii�in 904, I • •LIIG• L• 1 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACT1V111ES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PUCE UNT9. THE CONTRIBUTING DUNNAGE AREA HAS BEEN STABILIZED. INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE -HALF OF THE CAPACITY OF THE DEVICE. IMMEDIATELY REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES. 3. PROVIDE ADD1110NAL EROSION CONTROL WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS. METHODS MO SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS MID AUTHORRIES WANG JURISDICTION. 4. REMOVE ALL 500.0 AND 5ED84EM5 TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. 5. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH- GRADED, AND ALL DISTURBED AREAS W WHICH GRADNJG OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND MID RUNNING WATER WITHIN 14 DAYS. REPAIR ERODED AREAS IMMEDMTEL.Y. 6. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE P115 TO A ROADWAY OR DRAINAGE CHANNEL_ IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES 8Y MULCHING, VEGETATNE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT FENCE BARRIERS AROUND THE PILES. 7. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTUNED W THE BEST MANAGEMENT PRACTICES WWDB00K: "PROTECTING WATER QUALITY N URBAN AREAS, PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. 8. 8E3.10VE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABUSHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 8. INSTALL SILTSACK EROSION CONTROL AT ALL NEW CATCHB451N5. GENERAL GRADING NOTES: 1. BIDDER WILL VST THE SITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDTIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT, SN0TINS THE TOPOGRAPHIC SURVEY. THOROUGHLY ROAMING ALL PLANS AND ADDMONAL 1NF0RMAI0N REQUESTED FOR CLARIFICATION PRIOR TO BOOING. 2. REFER TO TOPOGRAPHIC SURVEY FOR BENCHMARK INFORMATION. 3. COORDINATE ANY SHUTDOWN Cr MITT SERVICES WI11 THE PROPERTY OWNER. ARCHITECT. AND PRIVATE UTILITY OWNER. 4. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 5. THE CONTRACTOR LS RESPOTSINLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO BEGINNING WORK 6. MAINTAIN TEMPORARY PR0TECTION MEASURES DURWD CONSTRUCTION ACTM11ES. SEE DEMOLITION PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADINTIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE. 8. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO CUTTER /FLOW UNE. SPOT ELEVATION SHOWN FOR 70P OF CURB ARE LA0OIED WITH TC (TIN OF CURB). 9. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 10. NO GRADED SLOPES SHALL IXCE:7D 3:1 (HORIZONTAL TO VERTICAL) UNLESS 070641050 NOTED. GRADING PLAN KEYED NOTES: KEYED NOTES ARE DENOTED BY 0 ON PLANS Qi BL7 FENCE 0 ROCK CONSTRUCTION ENTRANCE. 30 15 SCALE: 1" e 30' O 30 60 LEGEND: (PROPOSED SYSTEM) 0 BO6 MM11H0LE/CATCHBLSIN SPOT ELEVATION (LAST TWO OIGITS AND TENTH) CONTOUR ELEVATION STORM SEWER < SANTARY SEWER 1 WATER SERVICE E- BREAK LINE ROW DIRECTION ROCK CONSTRUCTION ENTRANCE SILT FENCE OCT 1 0 2005 F TY 07 &.,W 5 9 O L K 777, 540E TAW: 50110005560001D01094015984101500 INLOVI5. CAL (651) 454 -0001 FOR FEED =ATM OF mamma= OMRY 1AHES (116 40450E LOOMS 01011 010400 LMES BUT HOT ROME UM) DE mums OF UND RO0M0 0581116 ARE ROM MAN MHOAWT WAY ONLY AM 6940 TOT BEM: NO@E10BOLY VERIFIED. 104E COLT =NW OF ALL URI1 MUST 10 05100100➢ BEFORE OOO445)045 90Ri4 BID SET REVISIONS • Q • J O O Z W O ¢ a CD ZCJ J O- LD QO CC CO G 0 LA 5 m c E LINO LAKES, MINNESOTA • C1 EEC FA8OO1 EXLSIINC P0140 4P NWL • 905.0 100 YR Mt. - 906.0 EXISTING POND 70 BE RECONFIGURED AS SHOWN TO PROVIDE EOUNALENT CAPACITY / S • A P O L L O D R I V E gs. &9051.) 811wo= "� 00101NG SANITARY STUB 1r 23' - 8' PVC 0 0.400 - • 1 � Syie 5984 MH 911 118V W1.717 FIELD VERIFY CB 1 RIM 907.0 INV 904.00 NEW 8' GATE VALVE r OW M1 28'- 1216CP 00.50 / J 1 / / MO RTYWALL • Y /1 c / / / FTRE DEPT. VERIFY LOCATION WITH AIE008411014 605084E E10511 CB. SALVAGE CASINIG PROPOSE) BUILDING FkW910.00 \ • \ \ 81,E 896.00 911 ▪ 90213 \' \\ � WOVE 120' 75 REMOVE • SALVAGE\OKTING (907 57081 FUTURE 8' DIP WATER STUB MODULAR 9 INV �Wq 10844 RETNN97G WNl� �..1� 407 • / �RAA> 80,, p d ,.> 610519NG POND 8P NNE - 905.0 100 YR HWL . 908.0 NS R s PS E H1pHW p`l Np' 55w E705RNG WETLAND 1 100 YR WI. 894.0 GENERAL UTILITY NOTES; 1. BIDDER WILL 1/15/T ONE BITE PRIOR TO BIDDING TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD HAVE BEEN IDENRFIEO BY A SITE VISIT. STUDYING THE TOPOGRAPHIC 5005084. THOROUGHLY REVIEWING A.L PLANS AN0 GEOTECHNICAL REPORT. AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. REFER TO TOPOGRAPHIC SURVEY FOR BENCHMARK INFORMATION. 3. REFERENCE MECHANICAL AND ELECTRICAL PLANS FOR COORDINATION OR CONNECTION TD BUILDING SERVICES. 4. 1HE CONTRACTOR SHALL MEET THE REOUWEMENIS OF 111E LOCAL GOVERNING 8J0IORTTIFS FOR CONNECTION TO PUBLIC WATER. SANITARY SEWER AND STORM SEWER UM.TTIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY. INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 5. ALL WATER SERVICES ARE 70 WW2 A 1488145(94 OF 7.5 FEET AND A MAXIMUM OF 9.0 FEET OF COVER. 940044519 COVER MAY CHANGE IF DEFLECTING WATER SERVICE LARDER URLmES. ALL VALVES ARE 70 HAVE 7.5 10 9.0 FEET OF COVER. 8. SHOULD WATER SERVICE CONDUCT WITH OTHER UBLTRF.S. DEFLECT WATER SERVICE DOWN 10 PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UDLRy PRE AND TOW OF WATERAWN. FOLLOW TEN STATE STANDARDS. CITY ENGINEERS ASSOCIATION OF MINNESOTA (MAW AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILEY CROSSINGS. 7. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES. TEES, WEE. CROSSES. REDUCERS. HYDRANTS. DEAD ENDS AND BENDS) ARE TO BE LUGGED (A4ECHA8ICAL JOINTS). VERIFY JOINT RESTRAINT METHOD 9055(8EI4ENT5 WITH LOCAL GOVERNING AUTHORITY. 8. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEE, SLOW. AND GATE VALVES SHOWN ON THE DRAWING AND DETAILS, VERIFY INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS. 9. SANITARY SERER PIPE AND FIRINGS SHALL BE PVC. 5DR 35 UNLESS OTHERWISE NOTED. 10. INSTALL GLEAM/TS/MANHOLES ALONG 5ANRARY SEWER SERVICE PER MINNESOTA DEPARTMENT OF HEALTH PLUMBING CODE REOUIRELIENT5. VERIFY WITH LOCAL GOVERNING AUTHORITY. 11. 7110 CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS. PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 30 15 SCALE: 1" = 30' 0 30 80 LEGEND: (PROPOSED SYSTEM) O MANHOLE/CATCHBASN ▪ FIRE HYDRANT H GATE VALVE « STORM SEWER < SANITARY SEWER 1 WATER LWN \< \ \ < \ STORM SEWER PIPE 901.40VAL OCT 1 0 2005 51815 MAR: 48 HOURS BEM MAW OR 9014120980 SVID005. CAUL (851) 454 -0002 FOR F105 I.OG11011 OF (80(80ROBD 415084 1885. (1105 509000 LOCATES 179117 0089 UNES SR NOT FIRYAIE MUM.) RE =W085 OF MDFRGPg10 UMOB5 ARE 9101111 N 188 IPPIDDW,IE 1187 ONLY NO HAVE 90? BEEN NOEPDDD4L7 MIRED. THE EMI IOCODN OF ALL 1IIBIIES IABT MI DOWNS WORE WINENC 15 WORK BID SET REVISIONS • • O LLJ cc U J � Q LiJ L.LJ Li p:) L.1J cn LINO LAKES, MINNESOTA • C2 QL X05001 SITE PLAN NOTES: LOT ZOWn6 616 164. BY5Q et5 DISTRICT LOWER LEVEL 50FT. , 2.500 51. H#16 LEVEL 5OFT.. 6554 5,3. 1161682 LEVEL 50,7.: 10400 SF. AUTO BANK CANOPY : I.550 5F. - 41/ 16 MD A BY-PASS LNE IL LCVB. 16455051 e OuuPW 50WRE 16007,36E • 017000161E0 556/146 FOOD • P/634� 146015®(1:2505,3) 14113 LEVEL P/RONB TEGIIIFt•8115 0 2.500 0 OCGPED 5516165 ,3007166E = 040GCWl162 506/516 FOOT/£ • PARKINS REWIRED (:250 SF) WPM LEVEL PAWNS RSTdJ 8115 10,436 615 42 0C4UPI65 5036166 ,3067,36E = I,IOGOIPI® 506916E 16007,36E • 16/55056 REOURED 0,250 5161 9165 1235 46 TOTAL PARKINS REWIRED • TOTAL 16616506 63+7101= TTRGAL 16/1661146 57,31E 05881065 9610 5#31 STHOKINS 175 45 (9'-0' X 20-01 5 PER LATE AY16RA50 20 LOT AREA DE6aOPED IM'ERYIOU5 555,3943 0065516E P66630115 5,4590E 0065,36E 222 946551115540 5,3) - 1006 196 Arms 1545'15 51) - 5024 135 9016165155,426 516) - 4416 LAI705G/PE 193165061616ISLANDS III P65055 6 LATDS.'APE AREA 161031660 • 191@509163 AREA 1ADY506 • 300 60596E FEET P5 25 6790.5) 400 5036E P$T 1,200 5516616 FEET S 101345 56766,005 16954'.156 SETBACKS PROM (COLLECTOR OR ARTERIAL STREET/ -40' FROM (LOCAL 57REET/ -50' 51016 -I0 161696 -30' FRONT- 13. 510E -10 , REAR -10' APOLLO DRIVE BJUDINS %1BAO.4% K - ,31/5,31146 GAP - PARKINS SETBACK 0EDAR BOARDS STAINED - /41C4 R TO STEEL WELDED FRAFE OCT 1 0 2005 TRASH ENCLOSURE ELEVATION n PROPOSED SITE PLAN 1/2" = 1'-0" 1 " =30' -0' SET a e PLANT SCHEDULE m RH COMMrNanLNM I 40 I ROMANO TREES Oal Pas aura �RaWlaemt earsntrat T HLLW 1=t lu7wwlWeeN1ln rem onus N Ma OM Queens Wan P90Y( Qum ate balm SHRUBS IT9. OW Allrn 111Ibp� aNE oat oat an Qr Depth Shredded Hardwood Mulch over TyperWeedSeederFab c ® 3' Depth 144 Washed Slyer Reds Mulch over Typer Weed Berner Fabric LAMSCAPE NOTES: I. ALL RUMS M5 TO BE FD6®14114 41XX IMMO CR FOUL &ACK VIM 6606 ND HIL RD WTN ROCK MLR AT 3' OEM OVER TYPAR FRED WRIER FAERIG CR EGON- LAROSCAFECOIMTACTCR54ALL EE IMMURE FOR LOMACIVE OMER STATE OE C.N.J. FORIADERi{OIW FRUIT LOCATIONS PRIOR TO DtOe1S. SMART TRS51 OR OS AFTER RRAL GRADS AREESTA0.9ED AID PRIOR TO PLUMPS OF LNe6.41.E6Ofl a.E ALCEFTNIE TO SAL COIORAROR OR OM41R F MAN1N5 Cr 7N$1 SUES OCORS MIER LNN YORK FROIFLT LINT A00146 NO FRCHPLT WAR AT MO COST 1O TIE OMI@1 MUSE TO LAMS REYLTNK FROM RAMNS OPERATKI5. L P SPEOFEO MATERIAL A 1174 OAIMUELE RTET OSEIN COIRRACTOR CR OTaEL NOSS W A DSCRFION CF EOMN1N 1MTEt1L 5.1F 11432E5 A DPIRIPNGY EEMSI TIE RliEt Cr PLUM SON IRE RNI ND 110 MIE RSOMI ON SE RAM LST, TIE 1410809OH101 T4E RAN SHALL 00V1501. b. LARDSCAFE OF RNL ACE A6ARGT•0@'E.TS MUMS DEN POCRER.0MKND RAE CREMATION T. RRWDE SDI 164101005 AT ALL TREE 4 SMLA RAMS HDIS LONS610tl OF MU./ M% OF MENU MAMMAL, ELACK OW, NW $NO. G. ALL IMTERVJ. SIWJ. LE RATED FOR APPR:PRIME TAFHRATIFE 701E NO ROLL COAT HMI TIE LAST EDN1011 OF 1IE N4311CAN STNOARO FOR 1610$04 STOCK, APEOC41 ASSOC111104CF NRGHMV11 4. AL LAIR AREAS TO NAVE IRRSAION AIO SOO TO FROMM,' LIES ARMOR TO VALK OF aFISS 162106RI61R OF 144.1.5. O. WO RM11 ER 04.1400 MN= EUEERASS, FREE OF 141$ 4 CLAPS WO1414 COIORACTOR 040. MIER AT THE OF MT/UMW NO RaI. N.4. 500 AS ream 1O MEM h WON NW SURFACE /11. SLOPES GREATER 114V13d SNNJ. R 511610. Ala 5.096 OF SOO SNN.L PE 046X.00 ST 116E 1.4705cNPE CO0RAC10R U ALL SOO 6 TO LE RRIGAIEO. 12. /4110005 R ANIM SHALL RECEIVE 9'00090 , MOM MLLN SAUCERS MK A MIEIRI RPM OF P A69141 N OVALS A. Nl 1ROB 94441 CE STAKED WSW IECSaART 160 HUFFED Al" 14E EO OF THE MOM* 7-WE H. 4.14 NE 5110 TO !UAW E A CRFLETE LAMI 000641015914101 A5 R53EE'D. 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L L :-4" le: - L L L L U L U L Is Y L L L la b 4 RAW ROLE 5. 50 50 5. 5. 50 4. 50 50 50 5. 5. 4. 4. 5. 5. 5. 50 5. 5. 5. 5. 5. 5. 4 L LA "'Li a 5. L 4 L L L L L L Y L L L Y L 4 L 1. L L L L 4 . L Y 1. L L to L L 1. 4 L L la L L L L L L 134 o l o l 4 -- L} Y 4 L 4 4 L L L L L 4 L L L 4 L 4 4 1 L L L BASE COVER L L 1.',11 L L 1 4 L 1 L L 4 L L L L 4 'A'•i. 4 L L L L L L r L - ,L'`• -L L L L L L L L L L L L L L L L L L 3-113 MBAR. 7 ON cows ELECTRICAL OOROUT P CnQ h/4 REHABS 2' MIS. =ER PR0010E 10 mute ROO, BOW 70 POSE "Z../ - LIGHT FIXTURE BASE DETAIL SCALE: NONE SITE PLAN - PHOTOMETRICS !MALE: 1°.55-0" LIGHTING FIXTURE SCHEDULE 114E DESCRPIIOI VOLTAGE LAMPS QUANTITY 1VPE TOTAL WATTAGE DIFFUS471 400NR52 MATIUFACTLER CATALDC NUMBER A TYPE IM NSNONUIION WALL PAq(. BRONZE N COLON. 120 1 1500 b1 PS 175 TEMPERED CLASS 8001050 0104450 ASM- 1500- Sal gC- 120 -$TWA P YYE 15 1/15110NU NUN PLLJ MWN1au 11010411. 25' SQUARE STEM POLL BRONZE 04 COLOR. XS 1 5500 LAFI PS 405 TEMPERED GLASS 00_0 /ill- 3aW- SNASL- ,PA -lLWA EUV�A 51 25 SQUARE SHIER HAS NV 11 %aVNE BRONZE N COLOR. HOUSE SCE VELD. 205 1 3500 ..i PS 405 CLASS P443 Aa[- 3aUA- SN.7- kYA- >LWA -XS �UINUNIA A CONTRACTOR SHALL BE RESPONSIBLE TO PROWDE UNITS LEE1I710 FIXTURE SCHEDULE DESORPTION AND 5PECF1CA11014 REDUBENENIS THE FIXTURE CATALOG NUMBER MAY NOT BE COMPLETE: USE ONLY AS A Cu0[L5E. Qr BID SET REVISIONS 1 L S 4 i 6 7, 6 n 1 b h M r I� r r. W y� S� I. h1 4l F6 L i g 6Si fF gr yi k 2211 Y Ill SS 1tl�y 1 PE1I 19416 BID SET REVISIONS 1. 3. 4. 5. e 7. a 9. 10. •,-'.I.I.'.Ii'•Iui1r I..IIii Iii Iii PIE HIP iTIT im I.11, =_ 1111 II II 11 II !I IS ,t i1e:47∎41 r :A aA 8 ±;,A �a'SVI 1%, &V" tee: is ;sa `°��,° SNIW FEDERAL CREDIT UNION m l ; '5R1. �o t I 11 �x;dv �e I I yy1 :9 ;w 5i. i i ••R 3 O w¢ OCT FiECEi 1 0 2005 A3 6202 EE-05206 1 • L-7,777-, : 40 9,.m OOOZ 2 1 83S 1 • ** T re i Col et f.044 !!aii��i� ■thin- atthii�e!7r�1�4 • 9t�t�t i.UiI�It.I�t�t�t9It�l�t�t�t�Ui alt�t.t�i ANTIN6 PLAN • • 50.0• 30' 0' 15' 30' Landscape Legend Deciduous Trees Toll Shrubs O 0etankol Nand cen.roa Nero Latortus Motor S.ap rune Oak GWort.t* ip,adab Madam Ph Oak (tiara* se 0ok nnrroca po Guano* Nara Noreen, Red Oak Root Sue o a my 5 Salton ( s byres ebbs ter compact ngw denims 7pre0ding Evergreen 0 Turf (Tapas caspbkna „ore 17.71 .lopmosa Yowl (refer.`"°" RApgress Sad l Pad Area SrarsesR'erbee Hemel Pend 0. o0on - I Year Neer Sprat len Pond Area dra.ses/Forbos I Year KO Neer Elewtton- Top Or Pad EER Leliper (T , 1 Ton (mil 15-16 be. 1-S bs. /acre n 26 21.063 SP. 46 Acne 334, SP. 00 Ayes Wed Area 6ra.we?erbes Surreadhs Per l Other Reston:4bn Mew Rack Mach Serestekng Pads Other R.storabn Acres I5 16 b. -S b. aue 15-0 be. 1-5 b. /eve x,54 5f. ]5 Acres KK architects • minneapolls dewport beach deltas KKE Architects, Inc. 300 first avenue north niwwapofs, no 55401 61339.4200 612/342 -9267 fast JADT DEVELOPMENT Nn Dan: Region Dnaipded 74403 O1Y SUBMITTAL 9411.03 CITY Sl1BARITAL LINO LAKES RETAIL - LOT2 &3 Lino Lakes, MN Planting Plan 0706.105601 Deming Number "5 L -301 • Memo • To: Michael Grochala From: Marty Asleson Date: June 21, 2001 Re: BMP/Target Site RECOMMENDATIONS The following Management practices should be addressed in relation to storm water Management Housekeeping practices on the Target/Ryan site: Effective stormwater management should be a high priority because this will eliminate concentrated inputs of aerially- deposited and roadway - related pollutants to Lino Lakes lakes. Management Practices Housekeeping Practices These are used primarily in urban areas to keep impervious areas clean and are most effective when applied on a continuous basis either year round or seasonally depending on the nature of the problem. These controls are likely to reduce pollutants by 25 -50 %. Individual practices include: • Street Sweeping • Street Maintenance • Collection System Maintenance • Catch basin cleaning • Storm sewer flushing • Litter Control • Chemical Application reduction • • Deicing materials • Pesticides and fertilizers 0 • Safe Chemical storage improvement • IA L /THON /A L /GHT /NG' FEATURES & SPECIFICATIONS INTENDED USE — Streets, walkways, parking lots and surrounding areas. CONSTRUCTION — Rugged, die -cast, single -piece aluminum housing with nominal wall thickness of 1/8 ". Die -cast door frame has impact- resistant, tempered, glass lens (3/16" thick). Door frame is fully gasketed with one - piece tubular silicone and has tool -less entry and resealing. US. Patent No. D447,590. Canada Patent No. 94324. FINISH — Standard finish is dark bronze (DDB) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity and control. Reflectors attach with tool -less fasteners and are rotatable and interchangeable. Five cutoff distributions available: Type II (roadway), Type III (asymmetric), Type IV (forward throw), Type IV (wide, forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM — Ballast is constant - wattage autotransformer bal- last standard. 200W, 320W and 350W require Super CWA Pulse Start ballast (must order•SCWA option). All ballasts are mounted on a removable power tray with tool -less latch and have positive locking disconnect plugs. Ballasts are copper -wound and 100% factory- tested. Porcelain, mogul -base socket with copper alloy, nickel - plated screw shell and center contact. UL listed. INSTALLATION — Integral arm for pole or wall mounting. Optional mountings available. LISTING — UL Listed (standard). UL listed suitable for wet locations (damp location listed in lens -up orientation). Catalog Number Notes Type P -P1 Architectural Area & Roadway Lightir f1 RUTH Specifications EPA: 1.2 ft2 Length: 28.0 (71.0 cm) Width: 16.5 (41.9 cm) Depth: 8.3 (21.0 cm) Weight: 45 Ibs (20.4 kg) ASi METAL HALJE 200W, 250W, 320W, 350W, 4001 10' to 35' Mountir L All dimensions are inches (centimeters) unless otherwise specified. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. Series AS2 200M AS2 250M AS2 320M AS2 350M1 AS2 400M1 Voltage Mounting 120 SPA Square pole mounting (std) 2082 RPA Round pole mounting 2402 WBA Wall bracket (up or down)4 277 ASKMA2 Mast arm adapters 347 DSAS2 Decorative straight arm, 4802 square pole onlygs TB3 DCAS2 Decorative curved arm, square pole oniys Distribution SR2 Segmented Type II roadway SR3 Segmented Type III asymmetric SR4SC Segmented Type IV forward throw, sharp cutoff SR4W Segmented Type IV wide, forward throw SR5S Segmented Type V square Note: Aeris°' has a unique drilling template that requires an Aeris drilling pattern to be specified when ordering poles. See example below. Example: SSA 20 4C DM19ASDDB Aeris Drilling Pattern DM19AS 1 at 90 degrees DM28AS 2 at 180 degrees DM29AS 2 at 90 degrees DM39AS 3 at 90 degrees DM49AS 4 at 90 degrees DM32AS 3 at 120 degrees (round poles only) NOTES: 1 Must use reduced jacket lamp ED28. 2 Consult factory for availability in Canada. 3 Optional multi -tap ballast (120.208, 240, 277V) (120, 277, 347V in Canada). 4 Mounted in lens -up orientaion, fixture is damp location listed. 5 Shipped separately. 6 May be ordered as an accessory. 7 Additional architectural colors available; see www.lithonia.com for more information. Example: AS2 250M SR4SC 120 SPA SF DNA L Options Shipped Installed SF Single fuse (120, 277, 347, n/a TB) DF Double fuse (208, 240, 480V, n/a TB) PER NEMA twist -lock receptacle only (no photocontrol) CR Enhanced corrosion .resistance QRS Quartz restrike system (250W maximum, lamp not included) HS Houseside shield (SR2, SR3, SR4W) EC Emergency circuit TP Tamper proof SCWA Super CWA Pulse Start ballast LPI Lamp included as standard L/LP Less lamp Shipped Separately6 PE1 NEMA twist -lock PE (120, 208, 240V) PE3 NEMA twist -lock PE (347V) PE4 NEMA twist -lock PE (480V) PET NEMA twist -lock PE (277V) AS2VG Vandal guard SC Shorting Cap for PER option Architectural Colo! Standard Colors DDB Dark bronze (standard) DWH White DBL Black Textured Colors DSPD Dark gray DSPJ Light gray DBLB Black DWHGWhite DBNH Dark bronze DSPE Green DSPG Dark red DSPH Red DSPF Rust OCT y 0 200! Accessories: Tenon Mounting Slipfitter Order as separate catalog number. Only available with RPA option. Number of fixtures • Tenon O.D. One Two @180° Two @90° Three @120 °Three@90° Four @' 2 -3/8" AST20 -190 AST20.280 n/a AST20 -320 n/a n/a 2 -7/8" AST25 -190 AST25 -280 AST25 -290 AST25-320 AST25 -390 AST25 4' • AST35 -190 AST35 -280 AST35 -290 AST35 -320 AST35 -390 AST35 -, futrinor Shectt it AS7 -M Al -1 AS2 Metal Halide Area Lighting •oefficient of Utilization nitial Footcandles AS2 400M SR2 Test No. LTL10098 COEFFICIENT OF UTILIZATION . .2 .3 .4 .5 .6 2 0 2.5 10 0.5 .25 0.1 0 2 3 4 0 2 3 4 5 6 400W Metal Halide lamp, 32000 rated lumens. Footcandle values based on 35' mounting height, Distribution SR2, cutoff. DISTANCE IN AS2 400M SR3 Test No. LTL10099 COEFFICIENT OF UTILIZATION .0 .1 .2 .3 .4 .5 2.5 1.0 0.5 .25 0.1 0 2 3 4 0 . 2 3 5 6 400W Metal Halide lamp, 32000 rated lumens. Footcandle values based on 35' mounting height, Distribution SR3, cutoff. DISTANCE IN UNITS OF MOUNTING HEIGHT AS2 400M SR4SC Test No. LTL10100 COEFFICIENT OF UTILIZATION .1 .2 .3 .4 . 0 2.5 1.0 0.5 25 0.1 .62 0 2 3 4 0 1 2 3 4 5 6 400W Metal Halide amp, 32000 rated lumens. Footcandle values based on 35' mounting height, Distribution SR4SC, cutoff. DISTANCE AS2 400M SR4W Test No. LTL10101 COEFFICIENT OF UTILIZATION 0 2 .3 .4 .5 6 2.5 1:0 0.5 .25 0.1 0 2 3 4 5 6 W Metal Halide lamp, 32000 rated lumens. Footcandle values based on 35' mounting height, Distribution , cutoff. 0 2 3 4 DISTANCE IN UNITS OF MOUNTING HEIGHT AS2 400M SR5S Test No. LTL10102 COEFFICIENT OF UTILIZATION .0 .2 .3 .4 .5 .6 2 way rictra NEM 0 2 3 4 0 2 3 4 5 6 400W Metal Halide lamp, 32000 rated lumens. Footcandle values based on 35' mounting height, Distribution SR5S, cutoff. DISTANCE IN UNITS OF MOUNTING HEIGHT NOTES: 1 Photometric data for other distributions can be accessed from the Lithonia Lighting web site (www.lithonia.com). 2 For electrical characteristics consult technical data tab. 3 Tested to current IESNA and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifications are based on the most current data and are subject to change. • OCT 1 0 2005 r' Mounting Height Correction Factor (Multiply the fc level by the correction factor) 10 ft. = 12.25 15 ft. = 5.4 30 ft. = 1.36 40ft. = 0.77 Existing Mounting Height2 _Correction Factor New Mounting Height2 OrA LIT/SION/A L /GHT /NG'® An ctAcuityBrands Company Sheet 4T- AS2 -M ©2ffl2 Ariiity 1 inhtinn r,,rnin Inc Raw n41n5 Lithonia Lighting Acuity Lighting Group, Inc. Outdoor Lighting One Lithonia Way, Conyers, GA 30012 Phone: 170.922 -9000 Fax: 770-918-1209 In Canada: 160 avenue Labrosse, Point - Claire, P.Q., H9R 1A1 www.lithonia.com • L /TN 11/A LIGHT //VG* FEATURES & SPECIFICATIONS INTENDED USE— For building and wall- mounted applications. CONSTRUCTION — Rugged, die -cast, single piece aluminum housing. Die - cast doorframe has impact- resistant, tempered, glass lens. Doorframe is fully sealed with a closed cell silicone gasket. FINISH — Standard finish is textured dark bronze (DDBT) polyester powder finish, with other architectural colors available. OPTICAL SYSTEM — High performance segmented reflectors provide superior uniformity and control. Specialty anodized aluminum spot and grazer optics are also available. Reflectors are interchangeable and have field degree aiming capability up to 10° without tools. Reflectors allow for tool -less access to electrical components. All optics meet IESNA full cutoff criteria in Tens down orientation. ELECTRICAL SYSTEM — HID 70W -150W utilizes a high reactance, high power factor ballast 175W utilizes a constant - wattage autotransformer ballast. Compact fluorescent utilizes an electronic high frequency ballast Quick disconnect plugs easily disconnect reflector from ballast and fixture from supply wires. Ballasts are precision wound and 100% factory tested. For HID porcelain, medium -base socket with copper alloy, nickel - plated screw shell and center contact. Compact fluorescent is four -pin positive latching thermoplastic. UL listed. INSTALLATION — Universal mounting plate with integral mounting bolts supports the fixture for easy one person installation. LISTING — UL listed suitable for wet locations in up or down orientation. U.L. listed to U.S. and Canadian safety standards. NOM Certified (see Options). IP65 rated. U.S. Patent No. D500,569. Canadian Patent Pending Catalog Number Notes Type A Architectural Building- Mounted Lightil 11EK1J® Standard dimensions -ASW1 Length: 15" (38.10) Depth: 13 -3/4" (34.93) Overall Height: 9 -1/4" (25.50) Max. Weight 35Ibs (15.90kg) All dimensions are inches (centimeters) unless otherwise specified. ASW1 METAL HALT[ HIGH PRESSURE SODIU FLUORESCED D ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Series .ASW1 NOTES: 1 Available with SR3 only 2 DC12, DC2012 and GZ cannot be ordered together. 3 EC, QRS, QRSTD, DC12, DC2012 or SP optic cannot be ordered together. 4 Not available with HPS. 5 Not available with compact fluorescent. 6 Consult factory for availability in Canada. 7 Optional multi-tap ballast (120, 208, 240, 277V); (120, 277, 347V in Canada; ships as 120/347 in Canada). 8 Optional 5 -tap ballast (120, 208, 240, 277, 480V; not available in Canada). 9 Optional multi -volt electronic ballast (for compact fluorescent lamps only) capable of operating on any line voltage from 120V -277V. 10 Available for compact fluorescent units only; not available with 2/32TRT, 2/42TRT, , 57TRT or 700TT. 11 Must be ordered with fixture; cannot be field installed. 12 Available only with SR2 and SR3 distributions. 13 Additional architectural colors available; see www.Iithonia.com for more information. 14 Consult factory for maximum HID wattage available with this option. Wattage /Source Metal Halide 70M 100M 150M 175M High Pressure Sodium 70S 100S 150S Compact Fluorescent 2/260TT' 32TRT 2/32TRT 42TRT 2/42TRT' 57TRT 70DTT Distribution Voltage SR2 Segmented Type II, roadway SR3 Segmented Type III, asymmetric SR4SC Segmented Type IV, forward throw, sharp cutoff GZ Wall grazing's SP Tight Spot 3.4.5 120 208° 2408 277 347 4808 TB' TBV° MVOLT° Example: ASW1 175M SR2 120 SF L Options Shipped Installed In Fixture SF Single fuse (120, 277, 347V, n/a TB, TBV ) DF Double fuse (208, 240, 480V, n/a TB, TBV) GMF Internal slow -blow fusing (n /a with MVOLT; CF only) EC Emergency circuit (100W max, Tamp not included)' ELDW Emergency battery pack10 DC12 Emergency circuit 12 -volt (35W lamp included)" 20C12 Emergency circuit 12 -volt (two 35W lamps included)"." DC2012 Emergency circuit 12 -volt (20W lamp included)" 2DC2012 Emergency circuit 12 -volt (two 20W lamps included) "•11 QRS Quartz restrike system (100W max, lamp not included)' QRSTD Quartz restrike time delay (100W max, lamp not included)' CR Enhanced corrosion resistance CRT Non -stick protective coating (black only) PE Photoelectric cell -button type (n /a TB, TBV or MVOLT)" CSA CSA Certified NOM NOM Certified LPI L/LP SCWA HS Lamp included Less lamp Super CWA Pulse ballast (150M only House -side shie)c Shipped Separately ASW1BBW Surface mounted box ASW1WG Wire guard ASWIVG Vandal guard Architectural Colors" Standard Textured Colors DDBT Dark bronze (std.) DSST Sandstone DNAT Natural aluminum DWHG White DBLB Black Optional Textured Colors DBNH Bronze DSPD Dark gray DSPJ Light gray DSPE Green DSPG Dark red DSPF Rust DSPH Red .., P OCT I(. 0 2005 fiutdnnr c6nntdf• ACIAI _RA _C_C 12 nA -n ASW1 Metal Halide, High Pressure Sodium, Fluorescent Building Mounted 'ASW1 175M SR2 TEST NO: LTL13817 ISOILLUMINANCE PLOT (Footcandle) MEM ESE% 0 1 2 3 4 5 1 i o5 g LL 1 O 2 25 z U 3 N a 4 175W metal halide lamp, horizontal lamp orientation Footcandle values based on 12' mounting height, 12800 rated lumens. Luminaire Efficiency: 72.4% ASW1 175M SR3 TEST NO: LTL13819 ISOILLUMINANCE PLOT (Footcandle) 0 1 2 3 4 -2 -112 0 0 1 O 2 2z U 3 u1 4 5 175W metal halide lamp, horizontal lamp orientation Footcandle values based on 12' mounting height, 12800 rated lumens. Luminaire Efficiency: 75.2% ASW1 175M SR4SC TEST NO: LTL13821 ISOILLUMINANCE PLOT (Footcandle) .51 0 -2 t0 -1= 2 3 5 0 2 1 O 2z U 3 4 en 0 175W metal halide lamp, horizontal lamp orientation Footcandle values based on 12' mounting height, 12800 rated lumens. Luminaire Efficiency: 66.8% ASW1 175M SP TEST NO: LTL13842A ISOILLUMINANCE PLOT (Footcandle) 0 2 3 4 2 C7 1 = 0 2 0 2 LL O CO 2 w U 3 t-- ut 4 5 175W metal halide lamp, horizontal lamp orientation Footcandle values based on 12' mounting height, 12800 rated lumens. Luminaire Efficiency: 26.3% ASW1 175M GZ TEST NO: LTL13843 ISOILLUMINANCE PLOT (Footcandle) 0 2 3 4 2 0 t7 -1 z 0 m LL lo 2 2 2 z w 3 cn 4 5 175W metal halide lamp, horizontal lamp orientation Footcandle values based on 12' mounting height, 12800 rated lumens. Luminaire Efficiency: 70.9% OCT 1 0 2005 1 _ • OFA L /TNDN /A L/01-1TYNG An '9cuiiyBrands Company Shpat# ASW1 -M -S -F ar7nnd A,,nit., 1 inhtinn (rn,m Inn 7mF Lithonia Lighting Acuity Lighting Group, Inc. Outdoor Lighting One Lithonia Way. Conyers, GA30012 -3957 Phone: 770-922-9000 Fax :770.918 -1209 In Canada: 160 avenue Lahrosse, Pointe - Claire, P.Q. H9R 1A1 www.lithonia.com • M, IN ARCHITECTS 10 October 2005 Attn.: Paul Bengston Associate planner City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Re: SMW Federal Credit Union Corporate office and branch facility Paul: Below is a brief summary of the proposed building design, image and material selection for your use. The requested application type is for a Site Plan Review. The information is based on the enclosed site plans and building floor plans and elevations. GENERAL: SMW Federal Credit Union is proposing to build a new facility in lots 2 and 3 of the JADT Development at the intersection of Access Outlet and Apollo Drive. The building itself consists of three levels. The lower level, approximately 2,300 square feet, contains the mechanical room and a storage room. The main level, approximately 11,554 square feet, will be used for general credit union operations, with offices, drive -up teller, lobby, work room, waiting area, etc. The drive -up window /canopy is shown on the southeast side of the building; the main entry is located on the northwest. The upper level, approximately 10,400 square feet, will be used for an employee lounge, toilet rooms, offices, call center, and community room. Site access will be from the Access outlet road between the existing McDonald's restaurant and Wells Fargo locations, which provides access for these three developments off of Apollo Drive. The adjacent retail shopping center adjacent to the proposed SMW Federal Credit Union site will also have a parking drive connection for traffic to flow in an East/West direction connecting to another existing curb cut exit entrance onto Apollo Drive. A total of 88 parking stalls are required; we are showing 93 parking stalls located at the west, north, and east sides of the building. The Auto -bank (drive -up) has more than 100' of vehicular stacking space, or room for approximately 5- vehicles per lane. The Auto -bank will have 4 -lanes installed; for lanes for drive -up transactions; the outer most lane contains a drive -up ATM. Please see the attached landscaping plan for the landscaping layout. IMAGE: The design of the new building provides an 'image' that is consumer - friendly, monumental (non - threatening) and warm. The exterior material for this building consist of maple ridge stone from Halquist Stone Company, mixture of brick and eifs veneer materials with vertical and horizontal joints. The entry canopy, the roof overhang, and the auto -bank canopy will be clad in copper composite metal panels. All windows and the entry will be colored blue anodized aluminum frames. OCT 1 0 2005 2page 12 April 2005 City of Sartel Below is a list of miscellaneous building information for your records: MATERIALS: Building Facade Roof Entry Canopy Roof Structure Floor Structure Windows/Doors GENERAL INFORMATION: Lower Level sq. ft. - Main Level sq. ft. Upper Level sq. ft. Total Stone, brick and eifs mixture EPDM Membrane Roof Standing Seam Metal Roof Steel Joists on Steel Beams Composite Concrete Floor / Precast Plank Aluminum Exterior Doors and Frames 2,300 square feet 11,554 square feet 10,400 square feet 24,254 square feet BUILDING CODE INFORMATION: Building Type - VN Group Occupancy - B Occupant Load - 243 (24,254 SF / 100) If you have any questions or need any other information, please let me know. Sincerely, Sean Raboin Project Designer/Manager cc: Jan Peterson SMW Federal Credit Union lL i OCT 1 0 2005 • Agenda Item 5B • Environmental Board Meeting Date: October 26, 2005 Topic: Preliminary Site Plan Review/ YMCA/The Village No. 3 Background: An EAW review of the Legacy at Woods Edge was completed and accepted in 2003. The YMCA site is located at the SE corner of the round -about and bordering the Rice Creek Regional Park (Attachment 16). Analysis: Pervious /Impervious / %Open Space All calculations for pervious, impervious, %open space was calculated for the project as a whole and within the context of the Environmental Assessment Worksheet, the Surface Water management plan, and permit requirements of the RCWD. Please note there is a proposed park area in the NE corner of the project. It is not labeled as such, but it is located in the square area immediately East of the Northern most parking lot. Surface water SEH will be reviewing the YMCA site for conformance to the previously reviewed and accepted plan. As part of the plan (but not shown on the plan), it is noteworthy to point out there will be two Stormwater /infiltration tanks located under the parking lot West of the building. Directly over these chambers there are two islands. These islands are shown with trees landscaped in them. It is possible to design these two islands as depressional to capture additional water draining the parking lot. I would recommend this change be looked at and a designed rain garden be installed should these islands become depressional. It is not recommended to plant trees directly over these Stormwater collection tanks. Landscape Infiltration areas should be constructed using low soil- compaction equipment. Any turf areas should be thoroughly tilled after top soil is spread. Tilling should be as deep as possible into the subsoil. Verification of this cultural practice should be done by the Environmental Coordinator. Some escrow should be held on to for this work. There are several suggested changes to the proposed landscape plant material pallet. I highly recommend changing some of the Autumn Blaze Maples to Northern Pin Oak. The Pin oaks will give the same appearance of bright fall color and are indigenous natives. Unless the YMCA is committed to a very rigorous pruning schedule with the Autumn Blaze there could be an expected loss of some of these trees 10 years down the road due to storm and wind • • • damage. I would also like to see some White or Bur oak substituted for Fall Gold ash. We have removed Fall Gold Ash from our planting list because of massive tree failure after a few years. This was experienced in Lino Lakes and in other municipalities in Minnesota. One of the original intents of the Village was to meld the landscape into that of the Regional Park. Therefore the same substitutions of Oaks for Willows could be made. The Niobe Weeping willow is not native. The proposed Scotch Pine and Austrian Pine should be changed to Red Pine and White Pine. Again we have used native trees in the past and experiences tree failure due to secondary stresses of Scotch and Austrian Pine. More trees (native oak, hackberry, green ash, cherry, red maple) should be designed along the area to the south bordering the wetlands that lost trees due to project clearing. Under the planting notes, loamy backfill into the planting holes should be avoided. This sets up the same soil- interface problem that is observed on all of our traditional landscaped sod areas where top soil is not incorporated into the subsoil. Trees should be backfilled with existing soils. In conjunction with this, turf areas should be thoroughly tilled after top soil is spread. Tilling should be as deep as possible into the subsoil. Verification of this cultural practice should be done by the Environmental Coordinator. Some escrow should be held on to for this work. Ponds and restoration South of the trail should show the area planted with the City native seed mix. Sod areas should be shown and irrigation shown in all the sod areas. The seed mix labels must be verified by the City before seeding begins. The developer should hire a landscape company knowledgeable and experienced in the installation and maintenance of native seed mixtures. This landscape company should be hired for a minimum of three to five years and be an approved company to manage native vegetation by the City of Lino lakes. Tree Preservation The YMCA should submit a detailed plan that identifies significant trees within 50 feet of their construction area. Clearing of trees within the construction area of the YMCA has already occurred, so trees remaining in the perimeter of the area should be shown on their Tree Preservation Plan with adequate fencing to stop equipment from damaging the trees within the tree protection area. This fencing must be installed before construction of the YMCA begins. Lighting Attachment 8 is the lighting plan. Light fixture types will be common throughout the PUD. Erosion Control • Somewhere on the Erosion control plan, it must be indicated where on site the erosion control plan will be located along with the required weekly, and post rainfall events inspection reports. A contact and phone number should also be listed for the responsible on site NPDES supervisor. It should be noted that additional rock will be stockpiled or brought in should the rock entrance become non - functional due to rock space filling. All Storm sewer catch basins installed on the site must be protected from sediment deposition with an approved City device such as the Royal lnfrasafe Collection Device. Geotextal fabric will tend to plug -up and not drain efficiently during large rainfall events. Best Management Practices /Impervious Areas A BMP for post development maintenance needs to be addressed. The plan should address Woods Edge as a whole and address the BMP's of Target/Kohls as well as the landscape materials and features of the development. YMCA should have an understanding of this need and be a willing cooperator. The plan should call out for plant replacement, plant irrigation and maintenance, surface water treatment feature inspection and repair, litter pick -up on a timely basis. Conservation Easement A Conservation Easement should be written somewhere through, if not all of the area to the SE and going to the South of the proposed trail length due South of the building. The City owns the YMCA property and there is already written agreement that such a conservation easement should be written before transfer of property ownership. This easement should name the City as the easement holder. The City will determine the exact location of the easement. The YMCA has a need for some outdoor recreation equipment so the easement will be written so that there is allowable recreation use in a designated area of the Conservation Easement. Signage should be placed along the perimeter of this easement indicating the location of the easement and that no cutting, dumping or filling should occur beyond the signs. A minimum amount of cutting or underbrush clearing most likely will be allowed in the recreation area of this easement. See Attachment 17 for more detailed view of the Proposed Trail, and Attachment 16 for the Conservation Easement area. Trails A trail system is planned for the Woods Edge project and extends to the South through the Regional Park. A portion of this trail is shown on the plan sections. This trail is located in as less intrusive of a place as possible, and should be a very nice link into the Regional park. All trees were surveyed in and the trail was placed in places that avoid as much tree removal as possible. Care was taken to ensure that the trail was not placed in ecological edge areas. Options: 1. Approve recommendations and comments 2. Other recommendations as per the Environmental Board • • Recommendation: Option 1 Attachments: 1. The Village No. 3 Outlots A &C 2. The Village No. 3 Outlot E 3. Preliminary Site Plan 4. Preliminary Grading, Drainage, and Erosion Control Plan 5. Preliminary Utility Plan 6. Preliminary Detail Sheet 7. Chain of Lakes YMCA Landscape Plan 8. Site Plan Lighting and Power 9. Parking Summary 10. Building Design, Phase 1 11. Building Design, Phase 2 12. First Floor Plan 13. Second Floor Plan 14 Sketch Plans 15. Light Fixtures 16. YMCA Location 17. Proposed Trail • / / / / ,,VILLAGE DFNVE IIlllilllllmnllllllll1ionl111111111111111rilllllllllllllllllllnlllll lnn1111p[ �111111IIIIIIIIIIIIIIIIIIIIIIIIInIIIII mil/ IIIIII1NILlllliliumill mollp{yl / n% *too $ti` 1�pA3 �- Wetland PK dalNeolion dons 1999- „,,ggi 97 ' /+- / orj by Ares Fi.vkenmenid \S42 THE VILLACzE NO. 3 / had 4q A 11111111 um eilmuunulanuammnmunnnununuumumino r D r' F �` o. 111111 lI� . 11111111111111111111ri�nr.. 1111119IIII11111111111MI111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111K111111111 / • _ °�iiill / OUTLOT E / // /$& sari ��[ry 7°kei' 50931'47.14 *ft, L. ...) sees.- y.....,.,.. L -L — - _ _._. mo,bu / ^• f - A`W � •` • IR !.h �1 arch. \y` -.r elf I _Nf�`, ryt. x s° +t il,, - falaort 4� y�P¢ 7 °r,. -_ ir 9 TCHUNE, SEE 1 a 10111111111 1111 u l a uuuuunnnnunnunnnnnn . I�nnminnnnf nnnnnlmnum ml I u I1 I I l 1 1 u l nun umnmuunnunuunouuununnu 1100 tRs �Illlllllnlllll 1111111 IIIII II I II II II u {j�I�11I1 Eat 01 41h� Rat 1Tcp. 3. Rog. d•--a 7.! I 1 a.. NIi1 /s d $.e n. Twp r, tteg sz — — pp+�ser31p44rE fp A City or Lino Lakes County or Anoka Section 11, T31, R22 Z \- ▪ �. ` tlorth line of Gov't Lot 2, Soo 17, Two 31, Rnp f2 - SeP7Po:O 1 f col_ P 4N ( JL w 2 : K _ � 9 •tom rS 3'bE . YO7.tP Nlaz33L0'r% 1]9.aD1T'1 FP 1 .1 't' -yet ` $� /'r'QWnage end Utwty easement -; _= -�� ,, 10 1 849'2:::el �f' 'yam 132.9? „� 90.74% - f t6 4N Aa °.T.1 14?9°3343 - - N76 °28'17"0 4. f� Qyi 4.50 2S 30n'�^ a5 �• ryV :rrowNI WOW 034* 34601 } 12 A Ali tl� j 59 62 iIL ie. _ ��6° 1 i t�jj .'°rq$'7M' '�.13T732.43 E �4` Q 'tlh ,11� � 7:1'8 D 1k6T �t __ 1I ` i ~aY5s° +121. '- ' 7i1! -1x71 ,_ °tp1'�,Y1� i y_l2 `35.61/ • CENiFi 8/ c °* �/� a�•"t 731 53� 37'17” • YID 1 ' 1 • "1, '� /G " sQy�o' - in` / 119 4 t/ 'kelp r We / eEd� r 1`x,1. 1 id .,,,..• 1 Celli' . t`` ' / c' :� / ^) 1 I < —t n', d ! $°rDe�� c, ,tea '1 � 1 1�yyrY .i, 1 -' 1 ilk , i k.) r. .. i 0 _ - ' S89 °41'09 "E a 11 1-,' /ld /A I. / j/- 1DD.OD �I/ 17/ Sig 4 'i;r i R / 1_ _• 1�.lyi ,� ISI; l: -V tai i 3a r 8g�10 y� i x IH..tr d 9alia —1 I DENOTES ANOKA COUNTY MONUMENT • DENOTES FOUND IRON MONUMENT MARKED AS MARKED —6-- DENOTES RIGHT -OF- ACCESS DEDICATED TO ANOKA COUNTY • 2 en 682.15 T North INe of South 280 feet of Government Lot 2— Sea 17, Twp. 31, Rng. 22 All monuments required by Minnesota Statute, and not shown on this plat, wet be set within one year of the recording date of this plat. and droll be evidenced by a 1/2 Inch by 18 Inch ken pipe marked by RLS 44125. For the purposes of this plot the East line of the SW1 /4 of the NE1 /4 of Section 17, Township 31, Range 22. Anoka County. Minnesota, is assumed to how a bearing of SOO•0D'19-E. 1 0, t -1 • 1- 8 8 223.00 N89d59'43 "E Q' 46000 . -South Wm of Nfl /4 el See 17, Top. 31, ling 22 GRAPHIC SCALE wo ° m .m 100 .m ( iN FEET ) 1 Incb . 100 ft SHEET 2 OF 3 SHEETS 1 uunumnnnnnnunuuumnlmunmm�lmil� 000010111101 1�.i9 ' '� x222 —L- N89 °33'45"0 398.91 ! Moho County iron roo South Inc I d 81/2 of N01 /4 of--; Soc. 17, Twp. 31, Rng. 22. NORTH E. G. CRUD 4 SONS, INC. Land surveyors 5 \rud\CAD\03pro,1\03170PP\03170- FINAL- PLAT -3awg 9/1/2005 10.18 :34 AN CST SHEET 3 OF 3 SHEETS N11//4 31C. Roo. . (Coat Yon Monument) r TFIE NO. 3 T / / / / / / / / / / / / / / / / / / / / / / / } 0Y - - -� I - -- �r- - - - - -- / / - 85/.00 - -North Nne of the NE1 /4 of Sec 17, Top. 31, Rng. 22. / A �a' / � 0" .1. / 1 � NIO . l' rP" N v .. t_e / _re• City of Lino Lakes County of Anoka Section 11, T31, R22 - -SS - -7.1 106. 1J' A 2/ / / /•' ..Frond /and 1/Y Yen FIN., N / ' / y0.M ONN .1 �5,N0 - / 11� Bona aT7 PM °tr _ 1— - / gq q2: / / / ' nueu u VIL LAGE AnGE DR VE / / / ` \ / oini.. nuuunmm�euny ununnannunl n mlm 011mnnnlalmmlml mlmRn ,lmlmmmnpN / / / / 4� b � / / •4b. / / S /.. / / •• / / ./ • , . s1` :. ,ie -4a. � i / i LLAGE - North' line of the South 00 feel of the N1/2 of the NE1 /4 / 44 g f00- pM F' f; r_.e�.nta �a A,,. _• Lea- -- F s — — — qa 185 0 1 an .t'Ke"r ''ta7q 'Y 'r" ti � Kiel i i� � Oo aa+aor - -t e7 >3 1 IIIllullentillllllloielluflootimiii +'timil ehrtlllllllllllllllllnnelionauinillllllllnlllllllllloniilillllmionien End see of 11M 1210.00 feet the 1111 fl1eNJunmulumnnmmnmmummiiI nmmnmmnnnunn OUTLOT E linlininnOnllllallllllllla NEI /4 M 17. Top. 31. Reg. 22 ` -North One of Coot Lot 2. See. 17. Teri. 31. ¢ r_. — — — � od' pp c w SDeR41141 ' 1r fet,S DENOTES ANOKA COUNTY MONUMENT • DENOTES FOUND IRON MONUMENT MARKED AS MARKED —e— DENOTES RIGHT -OF- ACCESS DEDICATED TO THE STATE OF MINNESOTA All monuments required by Minnesota Statute. and not shown on this plot, w• be set within one year of the recording date of this plot. and shall be evidenced by a 1/2 inch by 18 inch iron pipe marked by RLS 44125. For the purposes of this plat the East line of the SW1 /4 of the NE1 /4 of Section 17, Township 31. Range 22, Anoka County, Minnesota, 1s assumed to have a bearing of S00'00'19.E. 100 GRAPHIC SCALE No wo en 400 (IN FEET) 1 inch - 100 ft. m 1 nn n iv a nunnnuunnunnnnnunuu NORTH N89 °33'45 "W 0, :e: o o r.--MATCHLINE, SEE mul umm�T IIIImmnuumnnnm it nl dIL � 398.91 South ale of 01/2 of NE1 /4 Sec 17, Twp. 31, Rng. 22. SHEET 3 CF' 3 SHEETS IllllnllinllllnlllilllilillmimnllllllillIlllllll 1111111111111111111 — SS --L - -- Mdo Cant? Omer Pipe E. G. IRUI, 4 SONS, INC. Land Surveyors S\rud \ CAD \03p,g1 \03170PP \03170- FINAL- PLAT -3 dwg 9/1/2005 1018.34 AM CST SHUT 2 OP 3 SHENTS Y w CA LINO LAKES SITE PLAN BUILDING REVIEW SUBMITTAL UNO LAKES COMMUNITY DEVELOPMENT DEPARTMENT OCTOBER 10, 2005 (NOT FOR CONSTRUCTION) GRAPHIC SCALE )08 r !1; sgsgEntsmai li� IN j10R1N yss ' / AEIFRICAM 66E915TSOBR' �� _ $9J OONN7IRR ECANKE,C OL _-- _._-E(ANKET OR APPROVED - EWy: AND SEED - i _ _DATING TIDN -OE�o 5LT� 0N-G - -__ -- FENCE = IRYTOAt ---696‘\ 1, 1 1 I 1 1,Y14 I1,, EXISTING UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL UTIUTIES, BEFORE COMMENCING WORK. CONTACT GOPHER STATE 014E CALL AT: TWIN CITY AREA (651) 454 -0002 MN TOLL FREE (800) 252 -1166 BPSES 0889 -. \ CO \Ill 1 1 I10i111i1,110 , / i °• -' 4.!. ' , / 1 7 o , , ' „• 7 !1, ,.. 4\, `. 1, a1 1 :\ , /\ 1 ,\. ,` CO � . / 1 I \` i '14 4 '4 '. 11 1 , l,14 4 1 I 1 14 1 1 1 1 1 i / • -` 14 \ 1 i 1 4 - ` `47 8 14 1 it 1 �� ) 11.1 ,1 ,' 9,5, 1 r 1 •••e ` 4, \, 11 11 ,, 1, `6y i i l 11, 4 '4\ 1114 1' 14 1 en '/ l I- \.„ \ 4 \ .\ 4 11 4 14\ \ ' 1 1 4 ', \ 1 114 \\ \t 11 1 14‘‘,9 . �9i I / / .t\'' , 14 1 1 1 1 11 1 I 1 1 1 14 1 11 I !l1 ) r 1 02 \ C I � I I r I �I1 X6 I l r' 1 1111. 1 , r i f 0 11111111. ) r r 1 E ERICA /°16.1 S16Ll 14 1 1 1 1 l 6149 1. r r coNtitol 1 1 1 1 � 9 1 r l 1 E 1 :17.....` ` U1 11 11 11 11 I 1 1 11 ` 4 1 I 1 1 t \\ I r 1 1 , 1 1 1 1 , I l l l ` ,\ `\) , 1 1 1 1; l l 1. l 11 I I l 1 1 1 1 1 \ \\ 914 -Iii/1,n� ii 1 ' \14,\ \�, ` / r 1 1j' r 1 11 /1 1 1 1 r 1 1 ` \ — / I r l , r 1 I 41,111 1 4' / 1 1 II ,' I 1 1V1 \111 1 ' r 1 1I 4 I 11141111 -4 /'�/ 1.4/14 i / 111,1111 '` ,i' - M il 1 1 1111 % Oc.0,90 `,..' .''- f / 1 s A 1. SILT FENCE UNITS TO BE STAKED. 2. SILT FENCE TO BE INSTALLED DOWN HILL FROM ANY OF THE GRADING ACTIVITY. FIELD DECISIONS TO BE MADE REGARDING THE PLACEMENT OF SILT FENCE. 3. SILT FENCE TO SERVE AS CONSTRUCTION UNITS. 4. SITE WORK SHALL BEGIN ONCE SILT FENCE 15 INSTALLED. 5. ROCK CONSTRUCTION ENTRANCE TO BE INSTALLED AS SHOWN 6. SILT FENCE TO BE MAINTAINED. 7. SEED AND MULCH DISTURBED AREAS STEEPER THAN 3:1 WITHIN ONE WEEK OF FINAL DISTURBANCE SEED AND MULCH DISTURBED AREAS BETWEEN 10:1 AND 3:1 WITHIN TWO WEEKS OF FINAL DISTURBANCE. SEED AND MULCH DISTURBED AREAS FLATTER THAN 10:1 WITHIN 21 DAYS OF FINAL DISTURBANCE. SEED MIXTURE SHALL BE MNDOT SPEC. 3876, MIXTURE 1308 (OR EQUIVALENT), AT A RATE OF 100 LbB /ACRE (BULK WEIGHT). MULCH SHALL BE MNDOT TYPE 1. MULCH RATE SHALL BE DISC— ANCHORED AT A RATE OF TWO TONS PER ACRE. 8. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN APPROVED BY THE MPCA FOR THE LEGACY AT WOODS EDGE DEVELOPMENT. SEE SWPPP FOR TEMPORARY AND OTHER EROSION CONTROL MEASURES. • 9. CONTRACTOR MUST PROVIDE TEMPORARY EROSION CONTROL 114 CONJUNCTION WITH THE SWPPP. MEASURES SHALL CONSIST OF BUT NOT UNITED TO SILT FENCE, SEED AND MULCH, EROSION CONTROL BLANKETS, ETC. 10. HOURS OF OPERATION ARE FROM 7:OOAM -7:00 PM MON.—SAT. 11. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL UTILITIES, BEFORE COMMENCING WORK. CONTACT GOPHER STATE 0•0 CALL AT: TWIN CITY AREA (651) 454 -0002 MN TOLL FREE (800) 252 -1166 12. CONTACT BRETT BALLY, P.E. AT GLENN REHBEIN COMPANIES AT (763) 784 -0657 WITH QUESTIONS. ( B+ nrt ) 5.44' LEND 0251190 CONTWR MINOR EXIST6IG CONTWR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOIRH MAJOR PROPOSED SPOT ELEVATION .6043 EXISING WETLAND ' WETLAND VEGETATION SYMBOL COSTING SILT FENCE PROPOSED SILT FENCE DRAINAGE 0IREC110N LEN-. PROPOSED SAMTARY SEINER PROPOSED WAIERMAN PROPOSED STORM SETTER PROPERLY UNE PHASED PARKING BOUNDARY LINE.- PROPOSED SANITARY MANHOLE 0 PROPOSED STORM CA1tH BASIN/MANHOLE PROPOSED SIDEWALK ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET IR 0- INEVEURAPIEMINROLLELVICIO REVISIONS BY \ J BOB 45 10-10 -2005 VER1K:AL 3GALE NOWT. N/A 1' : 40' JOB 80. 05513 BOOK PAGE \ OF C1.01 1 VEE OCT 1 0 2005 YMCA IIIIIIIIIIIIIII LINO LAKES SITE PLAN BUILDING REVIEW SUBMITTAL UNO LAKES COMMUNITY DEVELOPMENT DEPARTMENT OCTOBER 10, 2D05 (NOT FOR CONSTRUCTION) GRAPHIC SCALE (N PII'F) r -arc EXISTING UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL UTIUTIES. BEFORE COMMENCING WORK. CONTACT GOPHER STATE ONE CALL AT TWIN CITY AREA (651) 454 -0002 MN TOLL FREE (800) 252 -1166 PROPERTY UNE LEGEND' ;1 i 1 F ,F v F IDOSIING CONTOUR MINOR 0OSTNG CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED SPOT ELEVATION EXISTING %STAND REMAND VEGETATION MEWL EXISTING SILT FENCE PROPOSED SILT FENCE DRAINAGE DIRECTION PROPOSED SANITARY SLYER PROPOSED WATERMAN • PROPOSED STORM SEWER PROPERTY UNE PHASED PARK040 BOUNDARY UNE PROPOSED SANITARY MANHOLE la PROPOSED STORM CATOH BASIN /MANHOLE PROPOSED 90EYULK ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET RIP RAP 0• T\ (-REVISIONS BY\ J dl n J a_ N cL 2 BOB DAIS 10 -10 -2005 /8011041. SCALE NONL N/A 1': CD. JOB NO 05513 8000 8140 SHEET C1.00 OF 0110875.1 /REVISIONS BY\ YMCA LINO LAKES SITE PLAN BUILDING REVIEW SUBMITTAL UNO LAKES COMMUNITY DEVELOPMENT DEPARTMENT OCTOBER 10, 2005 (NOT FOR CONSTRUCTION) Litsfirdzimaitia � � a 'FFE 906.5 FFE 906.5 FFE 903 EXISTING UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL UTIUTIES, BEFORE COMMENCING WORK. CONTACT GOPHER STATE ONE CALL AT: TWIN CITY AREA (651) 454 -0002 MN TOLL FREE (800) 252 -1166 • GRAPHIC SCALE 11, 413 (maser) r-w U111U1Y NGTF 1. ALL SANITARY SEWER SHALL BE 10' PVC SDR 35 UNLESS NOTED OTHERWISE 3. ALL WATERMAIN SHALL BE DIP CL52 UNLESS NOTED OTHERWISE 4. WATERMAIN TO HAVE A MINIMUM OF 8.0' OF COVER. 5. SANITARY SEWER AND %MERMAN CROSSINGS TO HAVE MINIMUM OF 18' VERTICAL SEPARATION. 6. CITY ENGINEER MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO WORK IN ROW OR UTILITY CONNECTIONS 7. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED PER THE REQUIREMENTS OF UNO LAKES, AND CEAM. 11. ROW MUST BE RESTORED TO CITY ENGINEER'S SATISFACTION. 12. CONTACT BRETT BAILLY, P.E. AT GLENN RIDIBEIN . COMPANIES. 0 783 - 784 -0657 WITH OUESTIONS. 13. MEGALUGS REQUIRED AT ALL WATERMAIN MECHANICAL JOINTS FCEND EXISTING CONTOUR MINOR - EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSE) CONTOUR MAJOR PROPOSED SPOT ELEVATION EXISTING WETLAND WETLAND VEGETATION SYMBOL MISTING SILT FENCE PROPOSED SILT FENCE DRAMA'S DIRECTION PROPOSE) SANITARY SEWER PROPOSED WATERMAN PROPOSED STORM SEWER PROPERTY UNE PHASED PARKING BOUNDARY UNE PROPOSED SANITARY MANHOLE 0 PROPOSED STORM CATCH BASH /MANHOLE PROPOSED SIDEWALK ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET 111,11 14•11 B! ti AEilEpu J 5RA BOB RWCKFD BOB DATE 10-10 -2001 VERTICAL SCALE KORR N/A 1' : 10. AB NO. 05513 BOOK PAGE ' C1.02 of 9EE71/ /REVISIONS BY\ YMCA - LINO LA B612 CURB TYPICAL NOTE: - ALL CURB AND GUTTER TO BE 8612. UNLESS NOTED OTHERWISE. - INSTALL CURB AS TIP IN OR TIP OUT AS REQUIRED. MN/DOT D412 CONC. CURB k GUTTER NO SUM <ES DESIRED 101111631 OUTER LIMITS OF CONCRETE WALK 0 4y. CONCRETE .d • WALK • 4 2 WAR. WIDTH CURB 4 Al PLAN VIEW OF DIAGONAL RAMP 6'3' (6" CURB I 6' 3".16" CURB I 4' 2' (4" CURB) ' 4' 0" MIN. ©.' Cr' 14" CURB ) A. PLAN VIEW OF PERPENDICULAR RAMP 503 - 653 OF BASE DIAMETER SECTION A -A ROUND ALL SLOPED INTERSECTIONS. 10275' - 1.43759 //AN- DOME SECTION 1 5/8" -2 3/8` 15/16 "TTP.( 0.625" - 2.375°. j 4776 10.53759 0 00000000 N 00000000 eeoe CO 1 5/8" -2 3'a- 0.625• - 2.3759 IF THE PATH OF TRAVEL ' X 95 4 FT.OR GREATER, USE 0.10 TO 0.08 FT. /FT. SLOPE FOR THE FLARED 5105.. IF X 'I5 LE55 THAN 4.FT- THEN THE FLARED 510E SLOPE MUST NOT EXCEED 0.08 57.151.. 15/16•LTYPa (0.6375") DOME SPACING t 6" CURB & 0.06 FT./FT. SLOPE ) I 4' 0" MI6' 3" 6.3.. N. © I _ 16" CURB & 0.06 FT./FT. SLOPE ) 4' 2" 4' 2„ (4" CURB • 0.06 FT./FT. SLOPE) ELEVATION OF RAMP (4" CURB & 0.06 51./57. SLOPE 1 NOTES: TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (DAL ALL STATE AND LOCAL AGENCIES ARE REGUO7ED TO COMPLY WITH THIS STANDARD PLATE. 5/8' MIN. (0.625.7 • TIE CURB AND CURB TRANSITION ON TIE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE C1.1116 OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOLE AREA W)BCH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE 5007. BIKE TRAILS SMALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO 65. USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. ©1/2 INCH PREFORMED JOINT FILLER MATERIAL. AASHTO M 213. 0 WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4.0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT C X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS. SIGNS.CABDETS. OR OTHER OBSTRUCTIONS ARE ALLOWED W THE RAND OR PATH OF TRAVEL 0 WNEN A HEDIAN I5 N07 WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEN, TIE. PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. Q PLACE ME DETECTABLE WARNINGS (TRUNCATED DOLES) AT THE BACK OF CURB. MIEN T)5. DETECTABLE WARNING SYSTEM 15 A PRECAST MATERIAL THE CURB SHALL BE HAND FORMED TO FILL THE DAP. () ADA REWIRED TRUNCATED 0011E AREA SHALT. BE 2.O" LION. IN DIRECTION OF TRAVEL AND SHALL EXTEND DE FULL WIDTH (2'O" OR 49Y' T15.1 OF THE CURD RNA'. THIS V Cr BY 3'D' OR 4'0' WIDTH (TYPJ TRUNCATED OOZE AREA SHALL CONTRAST VISIW.LY WITH TIE ADJACENT WALK- ING- SURFACE TIE ENTIRE TRUNCATED DOLE AREA SHALL BE A LIGHT (GRAY OR BUFF TYPICALLY) COLOR WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. TIE ENTIRE TRUNCATED DOLE AREA SHALL BE A DARK COLOR (RED OR DARK CRAY TTPICALLY)WNEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR ® 4'0' MIN. FOR 14(1 CONSTRUCTION. 3.0' ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE TIE CURB CUT WIDTH EXCEEDS 4'0". THE DETECTABLE WARNINGS SHALL EXTEND TIE FULL WIDTH. APPROVED FEB. 20. 2004 STATE DESIGN ENDOW STATE OF MINNESOTA DEPARTMENT or TRANSPORTATION PEDESTRIAN CURB RAMP FOR THE HANDICAPPED SPECIFICATION REFERENCE 2521 1 MINK DAR 4 -14 -2004 STANDARD PLATE 7036E 1 OF 2 ¢EEHIVE OR FRENCH DRAIN 5110785./1014 TYPE* 7 OVERLAP GEOTEX7ILE FABRIC B" AND FASTEN WOOD OR STEEL FENCE POSTS 8' -0' 0.C. EXISTING GROUND i'. ENGINEERING FABRIC (MIRAF1 ENVIRO -FENCE OR APPROVED EQUAL) OF WIRE MESH REINFORCEMENT BAC KT 4 POSTS ARE 4' -0' 0.C.) A. BURY BOTTOM. 6' OF FABRIC CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF. ALL EROSION CONTROL MATERIALS FOLLOWING TURF. ESTABLISHMENT COST FOR REMOVAL INCIDENTAL TO THE CONTRACT. HEAVY DUTY EROSION CONTROL SILTFENCE FOR BEEHIVE CATCHBASINS AND AS NOTED ON PLANS • • . NEW CATCNBASIN PROTECTION samAmAtAALessArmasememeaminsalmosa W 8 05. 0_ J DAMN BOB BOB DAR 10 -10 -2005 YMCA SCALE HORIL N/A N/A JOB NO. 05513 PAGE SHEET C1.03 -4 • YMCA NEENAN CASTING R- 1642 -10 W/ NEOPRENE BOOT, OR EQUAL. LETTERED SANITARY 1/Y MORTAR ON OUTSIDE. • BETWEEN RINGS. CASTING & AND MANHOLE. FINISH SMOOTH ON . THE INSIDE RINGS (MIN. 2. LAX OF 5 RINGS) LINO LA MANHOLE SLEEVE SEE DENL ID MIN. 48" SECTION A -A STAINLESS SIEEL STRAP FLEXIBLE SLEEVE MANHOLE SLEEVE N0 WOOD SHALL RE USED FOR ADANITNG CASTING; MEN DORM (AO.Y. CAST IRON PANICLE FRAME k COVER A NOTED. MANNRE STEPS SHALL E COST WON. AUNINUM OR STEEL REINFORCED PI SM. PER AM CAM RIEGST REINFORCED CONCRETE MOVIE 5EL1ON5 PER AM COIL FURMSHFD TAINT 0-RSG CARTETS AND 1DBRCAN1 MEW M OMEAN3E RECORD. A 12' DR 15" MMEL SEC1IDH RIM. BE .6EALLm RARER THE 0010 NTEMER POSSBLE PPE CONNECTIONS 11) 504010LL MCI. BE BADE WATER TOM BY CAST MACE RUBBER BOOT NE CUM NORM. INSIDE SURFACE SMALL BE FRV51ED 5300111. SANITARY SEWER MANHOLE, "SILT FENCE DETAIL CATCH BASIN PLAN BOX FEMME NEEAH R - 3067 -v0FOR CB3 -AND C810 RN ELEVATION AS SHIN I ON PLANS. 10' 1' -1P 10 <ES CASTING SHALL BE BOLTED COVER, AS FINISHED GRADE 10' THREADED PLUG 4" CONCRETE PAD 10 PVC 10" WYE 10" PVC SLOPE TO MATCH PLAN 10" X 45' BEND NOTES: ALL - JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. - 10" SUP JOINT PLUG SHALL BE BLOCKED SUFFICIENTLY TO WITHSTAND AIR PRESSURE TESTING.. CLEAN OUT 1 1/2' MnOOT LVWE350309 (WEAR COURSE) TACK COAT UnDOT 2357 Y MNDOT LVNW350308 (BASE COURSE) 6" CLASS 5 AGGREGATE BASE W/ 3" MINIMUM BENEATH PROPOSED CURBS COMPACTED SUBORADE TYPICAL PAVEMENT SECTION b b b BASE SLAB PLAN NS. REQUIRED FOR PAARTML.RPE LENGTHS. SECTIONAL VIEW EXTERNAL RUBBER SEALING SUAVE AS N.WUFACRAEED BT INFI -3HED OR APPROVED RN00 (1401. 2. MAX 5 HIES) PRECAST REINFORCED CONCRETE COAT ENDS OF PPE k REBAR FIiH 7005 SOLES. TWO -PMT EPDXY SEALER. NO SEEPS ALLOWED. PARR? FILLET CAST N PLACE Mn /DOT 2481 TYPE 3432 CONCRETE B' PRECAST REINFORCED CONCRETE BASE CATCH BASIN (2'X3' BOX) STRUCTURE DIAMETER 4B" 60" 72' 84" 95" 1.k 15" 22" 29' 37" 44" 1.09' BACK OF CURB EOAND NORM URN MN O'IAN 300 01E004 ND- RAAMD5 ROMP. 1 FM M9 WRAP ROAM Sts N PO CM 24"00 10-14 33' Y 4' 1043 E'0IY M IF * H WTCMMDINEN 0N,a0 213,1.4 r CAP,. 4' CONCRETE MIS 3A32A 6' CLASS 5 AGGREGATE BASE SUEIGRADE NOTE SIDEWALK TO BE 6' MADE, UNLESS NOTED OTHERLMSE TYPICAL SIDEWALK. SECTION CENTER OF STRUCTURE VARIES CENTER OF PIPE AND STRUCTURE NEENAH -R- 3067 -V CASTING NOTE STRENGTH DESIGN OF COVER SHALL BE PER MNDOT STANDARD PLATE 4020. RECTANGULAR OPENING CB COVER 1 WR14 ON CIEMDE 606 . CASIWC k 551M NM NISI 500010 ON NO DE NS NORM ON BON BMNOUL 5mm. E0 1 ROE ULM 1a OM % STALL NOTION 051IMw 105 CAM ME MIN AMID MS AC OM RP Cr RAND 1.W SWIM alt I61R1O AT IOMW RP OR WON 6 RE 1.E AST 3 g113 m FORE MO GUILT. rW NOON B 1®, TE 1AS13 MIMS OF PPE NE 211 W V MOMS MR NE ME I0M INN EY. USE SAY NS NO PPE am K RA. uE VP .3 COL INN MN 3r w 3r. UK OM FOR NINE SRS OM 17. M-w13' 0-1/4' i . ti PANTIE SOPS 1 EASm 1 0501 mNW w 055 NOT m p4WNE AMR FAAWIWA EMINASITC NEAL FLARED END SECTION DETAIL Cum MAX OS) R- 3061 -V MINIM PM CORN2, MM. 0-3007 -V CASTING FOR COMM MM. 2- 3067-V WRING FOR CBMI■1 11- 1642 -B CAS1176 FOR AWNS. LETTERED 'STORM 8005))" R-4342 CASTING FOR COMIC. MA PRECAST COVER !LIB GIPS 2) T PLACE_ IABPS M ROOM. COMM " ISl4i•11M• FT36T:itli ItL•71•1ik1111111 NO VOW RWL • UM WR MARIIRS 0151•R emir WOO MAR. 5 4 51 0 00 50 3 05 40 . 2 05 0 0. 58 1 . 0 2 09 05 8 MIS IOM A -1.w Mk SAM WWII 111.1. .4WN Sm. MMM OR .O R.MYWW 01/610 1.W SCAR Ammo mom FNE4LM a mow W TN 1.m 0416 Nam 0000400820025100221443200004 AW 0 OATEN 0004.5 ®T 1119:80M RMM 2.•4 MAMA • iMEM AM ON MK AM IMNIOCWALL .m omit YAM MRFAZ MWL 1.E INDWO mom CATCH BASIN / MANHOLE # 2 &3 LIGHTLY COMPACTED BACKRLL GRANULAR MATERIAL BEDDING .._.._ ....... 1L1J2 OA.I. EARTH FOUNDATION PIPE FOUNDATION DETAILS PIPE INSTALLATION IN ACCORDANCE VIM ASIA D 2321, TABLE 2. " EMBEDMENT MATERIAL SHALL CONFORM TO AS114 02321. TABLE 0. GRANULAR MATERIAL BEDDING METHOD ATM 1. MAMMA w IS IMO AT ALL 1555170 A•1M 5 ML ATM.. MAX AND MIS MALL R IMAM MA DAUM. COAL NN COAT WM. AT 1 IMAM OOOem MOM IAMB AIL MX SALM Mb WINN. AMC ` AT =TM MIm1IROL m MA AW MEGALUG LOCATION REVISIONS BY\ J BOON PACE Min Imoµ€ � L Mf. M:.:.A OCT 1 0 2905 �' (?E' t=h :l LA. lC'J SOOZ 0 a .130 • 02005 Westwood Professional Senlees. Ina Evergreen Tree Detail Tree Detail Shrub Detail Plant List CODE OTY. CGNMOM/BOTAMICAL NAME MM MM D AO sac AC S L8 899gy: a 34 4 194 Amara. brat. / Aar a he.wsea 'Aralrq Ashram Para Mara / Aar a freeman. 'd.Mwr.3' ImPMM Mongleaet / Peel *N0 bl9eanWus Impede' prayed Ara/ ire* algae Woos- . Brad. atom lbw Bind Mara Mgtp 314w YN 4444'414144' Nablen rarta Pram rail SdPn rana / PNue rateable Carty Sara babmp4 / Mew 'SPre Sn..' Nebo Conant / Rbee *bun s. a m rapperara /d u d0N % Om' Stelae dormer / Aedpr. rabble 'staae 2.B' BB LP ey 95' BB 2.54 BS P Y bump W0 fart. 0' w 0' 50 1.5 BB 131`. ea Cwt. 55 tarot_ MOLE COMMIES CM FUN SUPERSEDE UST W tralEES N 101E EVENT OF A OISCREPMCY. OEI0Ib0S DWISUDRY TOTAL: CONIMI0115 0105510544 1044414 0I01431NTA11544 70b* *MB =AU BD a Po ND AREA MAIM PM it PIanting Notes Danbema 94r pen. w ram garner. Man Pant metric . be yuem*W MWU en gm dais al 144 lanau . MNb¢t'. err Gemara orkba emplane et as NOb4 prating. Rapawmant past motweb el* alma Mva ▪ w Tea mead.. umVlanwy ram p Tara. PA pmts a N sera.. rab b a.estmara sad /s Md. Speebnm • All *944 bra o tree tram ose...da.lwands. b enem etc AB pmts ebb ba Plea fora dog ale gora. Sew. or d.bnNlba. M plats wa by Mu tarn brew or dead branch. Ceaan Vera WWI hhom an a*YMed mobs lea. and a height to WN robe et no Ira ism 23 Myra a add AlnMan Sheds. sir Weeny steak (AIM Bat -rem) ,emh.,.n44 far aka and type epedMd Plana to be Installed ea per .tended bra Parana a pme0w - bee eb ,nn It bows ramble era a beat .w s' an .Sub. (We eM batten of role). BAWDY era to b. aW W0 leap .w Iran gib hop N mots. row. spar am am Mb, =bra debts. and ap .Salo Contractor pal welly baobab 1b all .bltra poor to N0alMlan el grata Ceabmbr 94,40 errand Orator slab 'ben Calf (1551- 414 -0002 ado- M3 -11B0) le serifs Imlim of all underground utak.. S table el ban optima; mpusbn, lamb end .toe b rot puma Wr w bob a ws,N -MYed tree - brace tea and hotlmn. Masan by Apra t O pal 94 Web o 00 mesas awes Mt m Patted poet. Wit se bra rant part pelb Pawn Prato breaching. w 9.505.01 - Pm Mendmd money prorates and a cone! perm Forte WM be bmMioWy *Mad Tan arr. at 941. Properly bard-M marble M memory: ory. 8044 ray 044} M eetmbed sow to be added Orissa Maybe KONt dad la be standard Marne gram and My Meagre.* rob. M M alms weal be prepmw .Mh 4' el town bbd waked to roman demo sal enure broom. Sops of SI m peals NM be ebbed. Farm bra of e..sw brdled Ss4 awed shag be use mound PI bra abbe turf arm M shrub pan4Nw' hede (Prato molded rows) awl Nan used bonier brads 4' 1 Waded Smeared molds era Vary -0441 bust Diamond Or dpa) Fey edgNp. the abbe eta be prod with wealth arm and at boot 3' hem N. ware al damped. bras train mobs and .*Sashu for ease Mar moral. Peery lot men& to b. rammed harmed reds. WA to mach rabble marabou (bare AppbrM.). M raraana beds Dal metro,* gram bed, cha sere load bider able r 1 .bedded hrdmed melds and VSby -Nor brad bm*ad (m sea) 5040 w pm. The wag ma be rtes ate .math 09.0 Mal. UM. and * wale b raging awe mei. Sbed4G hardwood rl•M 4' dap angle. era.ad N M Saar rade Mimed to We.dke and M onods Ararat Salem el plant melsbd N .abet to grad ad Yl. aael0ea. No pleating wit be bu4ad of 40 grading end .wbu04n Iles berm eerMlw In N. bm.ea. mss Canbedr 4t. parade marry wares el pant madras ed5 the pad b h* oolWbbbd err erliegen qtr b op.malteaot. Dram wit rot provide war for Oontreetec Reim. Irrigation to a pbdw Wes on era Meet. rag be design/bad by =0 Contractor. M larders Meet NaWegon rd a ors b. Pam Ceara Cemmram Arad, nodal. ta morale airM as raeatred W ray Kara. y baboon! crass ad sad u el db *bp an h Rat a &mope to property hem padhg op..0w a en ran to outs. No Pant drawled subbed.. be *®opted calm approval l ra4.oted el the LWSemp. MNlmet by the la4duow Contender War to eumnb*n a the bb ee&/a eplaa 1 Oct 1 6 2005 0' 30' BO' NOT FOR CONSTRUCTION Ankenlp Kell Architects Si * 419.. emend, Bole 554Ii 4 f® 651-145-0075 0 06 • 1 hereby certify lbi. plan, report ma diedspecification myrwdM Iw11049 We the d the �l MINNESOTA Dea m 0 Sheet 1 OF 1 • u Y L 4 • i'l r I j/ 1 / // f , . . . ` 'L L t- "'�i� Y b t . Y Y L Y L ,It (, / / + r / u ��L C Y 14'j u 4 -v t�^ -.h„� ` L 4 �,, /f /, �i L 4 4 -' .. 1. 4 0 Y 1. IL fIL L 1k V Y~f �`� • i ti `' 1'•r�``J'`�1 ` lr1 4 ,L /Y L. u 1. Y b 14 Ile 4 4 14 1 Y Y h 4 L `h .ti\ 4 4 L 4 Y L 4 4 L i� /^-'` 1.� •- • i. b b b ,q,�7q 4 4 L u u L L 4 L 4 L L 4 b L Y L ,b 6/ b L 4 4 4 L b j4_y-) .. L ! / l` " ---,- -�,1 Y 4 / b L 4 L L u 4 S. u u L L b L b 4 L L b L L ! L ,.."1,3...---r,;-1 ���l11. Y L L L /f / JJ l - --- L b /1 .L/ L tM L b L L +b u b b 4 1+ p M `4b 4 4 4 b 4 4 4 1r rr ( /r / b- �`L-- rtIJ 4 b Y t L u b 4, if I i.4 4 L L 1. 4 4 4 je / / / % . -tr L Lam . `t::. - 4 Y u L L 4 1. 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L'L "sr 4 I. .I i � ` ( ! i yL u Liu 1 u L L i4 ' b L 4 -ti L LJ 4 tr b b 4 r U U U U U U U U U U U U U U U U U U U U U U b ° % °�% - -'1 / --ice --" 414 4' 44' i r, / /i 0' /' Lumina 'e Schedule Protect, A11 Pre is 0. Ote HD .O 4 HD ao 4 08 b 4 Lobel 1.1100897 191a SP1fd5 \ -' \ Arrangement 1046LE HACK -BACK 91N6LE Lumens 40000 40000 5500 LLP 0.800 0.800 0.800 0.0971Otbn CTM-FT- 400- S1414-F-1415 CTM-A- 400- S104-F- double 101 AN0 0R5 Nunerle Summary Project, All Protects Lobel CelePts CeleTyoe lllurenenoe I F l e e t s 1 153 7.9 J 0.1 1 05.3 "" 1 79xMb Mums PmSd.talCAllro Nuts. els eEt01.OWe. 10Me/A05 leen Pr /J ! SITE PLAN SCALE. Project YMCA LINO LAKES LINO LAKES MINNESOTA Project Information 10-07-05 Ldi PFYl11 I1 • OCT 1 0 2005 Sheet Name SITE PLAN LIGHTING & POWER Sheet Number • Ok- Ok- I L.._.._.._.._.._..i OCT 1 0 2005 Chain of Lakes YMCA YMCA of Greater St. Paul 2125 East Hennepin Avenue Minneapolis, MN 55413 -2720 Ankeny Kett Architects 821 Raymond Ave., Suite 400 St Paul, MN 55114 Chain of Lakes YMCA Parking Summary Phases 176 spaces Phase Il 263 seams PARKING SUMMARY By Function (Assumes mndmum occupancy of building) Spa=s Gymnasium -1 occupan01 =r Natatorium - 2.5 occupants/1 car Fltness Center -1 oasnpanV1cer Aerobics -1.5 occupandesfl car Mulapurpose - 2 accupantsfl car Teen/Senior Center .2 occupants/1 car Staff -1 occupant/1 car 20 (full capacity) 60 (fug capacity) 60 (100sOpemon) 20 (30 people/class) 15 (30 people) 15 (30 people) 20 Total 210 By Lino Laces Town Center Design & Development Guide Section 9.6 Table 4 Health Clain -4 spaces/1.000 sr , Office - 3 spaces/1.000 sf 107 3 Total 110 • .L0. PR CAST EL 131-6 L0. tiA�RESTORY EL 1ZC5 -B PRECAST PANELS North Elevation ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PRECAST PANELS l PRECAST PANELS 4Q P37-7T 1f -B T.O. Y. E1.. 1BRI16' -C6" VENEER T.O. ME7AIw PANEL A EL 113' -6 Y T.O. CANOPT EL 110' -6` BRICK VENEER T.9 BRICK B' ENE VER E1. 116' - 70. MEfA11 PANE1 EL 713 =6 T.O. CANOPY EL 170' -6' METAL CANOPY METAL P South Elevation 4, 7.0. PR00AST EL. 131 -6" FINt L0. EL 100 -0 2i West Elevation PRECAST PANELS OCT I 0 2005 `;:r':_' Ci LiP LAKE ii East Elevation T.O. PRECAST E1. 131' -6' X1.L 1 -e TORY $ T.O. 90i17 VENEER EL 116 -6° T.O. METEL EL 113' -A PAN6 T.O. FIN. F,R. El 100 -0 $ • • 7 0 PRECAST PANELS North Elevation South Elevation PRECAST PANELS PRECAST PANELS METAL CANOPY METAL PANEL !UJ.J!!LJLJ! Ms •• •M •E ■EI MEI Mme NEll ■E ME 111E1 ®® 11111® OE ■E' ®E IME . . E . NE t■ . MO M■ .• ii N■ ME t■ ■E EMI ME E! E� I1 Ui • 11 11I ii ii ii 1111 T.O. PREORST 41 EL 1 }1 -6 T.O. CLERESTORY 41 EL 125' -e T.L O. M VENEER E ,M1,"4 -8" TO AI PANEL EL 11 -8 T.O. CANOP EL 110-8` Y T0. FIN EL 10-0 0 A R. OCT 1 0 2005 € ``'f y cc it, . ! N77 t. tae i Z L0. PREC EL 131 -r AST �T0. 125 CLE1 -1PRY EL -6 0..0.EA TORY 117' -0 ♦ T.O. NETAL PANEL 4 EL 113' -6' LO. BRICK VENEER EL 116' -6' Y T.O. METAL PANEL EL 113' -6" West Elevation METAL PANEL BRICK VENEER METAL PANEL BRICK VENEER East Elevation rr MECHANICAL NATATORIUM MECHANICAL tam aoIwiIoanN MI NM IN 01 .10 ..a o WOMEN'S LOCKER ROOM NATATORIUM STORAGE 1 -- r r - -- _— -__ _ - - - -_1 -------- - - -1 I I _ I LL rF -5 II II II II II 11 L_1 L J -11 ■.movom1111111mumisn FAMILY LOCKER ROOM NATATORIUM MEN'S LOCKER ROOM FRONT DESK MULTPURPOSE ROOM MULTIPURPOSE STORAGE l `�NITCIEN�Th \ V INTERVIEW ROOM TEEN/SENIOR ROOM L° OCT 1 0 2905 LI p 99 ti� i SQUARE FOOTAGE SUMMARY FIRST FLOOR Natatorium 5,000sf Gymnasium 4,168sf Men s Locker Room 1,282sf Women's Locker Room 1,414sf Family Locker Room 8490 Lifeguard Room 134sf Sound 79sf Multipurpose Room 1,627sf Teen /Senior Center 1,583sf Kitchen 128sf Childcare 1,590sf Administrotion 2,148sf Front Desk 265sf Interview Room 136sf Lobby /Seating /Vending 2,122sf Public Toilets 463sf Mechanical /Storage /Janitor 3,174 SECOND FLOOR Fitness 5,666sf Aerobics 1,810sf Storage 4335f GROSS SF 39,252sf • ...a F.:. /111L,AVIE7iii OCT 1 0 2005 OF UPO LAKJ OCT 1 0 2005 1 1 1 1 1 • w 0._ a 0 2 >- • Attachment 16 1000 Feet 0 0 0 0 0 0 Es • • • Miikftfirtir C I T 0 F _A mom 051) ■so-201%1 3535 worms WM oft. sEHSt POLL MN 55410 LINO LAKES, MINNESOTA LEGACY AT WOODS EDGE TRAL LAYOUT FILE NO. AUNOL0305.03 DATE 08/03/05 DRAWING NO. 1 • • • Environmental Memo To: Michael Grochala From: Marty Asleson CC: Jeff Smyser Date: April 3, 2002 Re: Environmental Board Review /Recommendations /Stoneybrook Preliminary Plat The Environmental Board made the following recommendations of the Stoneybrook Preliminary Plat, at the March 27, 2002 Environmental Board Meeting: • O'Connell made a motion, seconded by Halen to deny the Stoneybrook Preliminary Plat proposal. • The developer needs to contact and send plans to the St. Paul Regional Water Utility and Vadnais Lakes Watershed District. If the development should go on for approval, than the Environmental Board made the following recommendations: • To pass on all staff recommendations highlighting the use of water quality design 1. Water basins and surface water management areas should be protected from compaction and planted with a buffer of native plants. 2. Basin filtration capacities should be enhanced with organic bed establishment in flow areas. 3. A sequencing and management plan should be submitted for all resource protection issues during construction and post development. Sequencing should include protective fence installation for trees and soil /wetland areas. Sequencing should include specific times the fencing will be removed. • Page 1 • • Sequencing should establish soil budgets and soil protection areas where possible, and the manner and location in which soils will be disturbed for general grading and utility installation. Sequencing should establish a place for concrete truck cleaning, and establish a time the cleaning area will be cleaned up post construction. Sequencing should include all issues that may result in disturbance or changes to an established tree or soil, wetland or surface water areas be addressed with City Staff before changes occur. Sequencing should establish equipment and materials staging. Sequencing should establish a method to restore soils to pre development densities where compaction is not necessary for civil engineering purposes. Management should include a plan to enforce buffers and include signage along property lines that inform no- mow /no- disturbance. The City should approve signs. Seed for buffers should be in accordance with City seed lists. A City approved contractor experienced in native plant establishment should plant buffer area. A three to five year contract should be established, and approved by the City, with a company experienced in native plant management. Covenants should be established with the HomeOwners Association prohibiting encroachment into buffer areas. An information sheet should be distributed to homebuyers at the pre - purchase time informing them of the buffers. This information sheet should be acceptable to the City of Lino Lakes, and proof given of pre- homeowner acknowledgment of receipt of the information sheet. Management should establish, and show that no changes to the surface or ground water will occur in the areas off the site to the West of the Preliminary Plat. No soils should be removed or imported to this site with out City approval. • Buffering should be provided for the pipeline easement in the NE corner lots. • Street lighting should be downward focused, and "no- spill." • A substitute should be used for the proposed Colorado blue spruce in the buffer along Birch Street. If evergreens are desirable, than white spruce would be better. Environmental Board Comment: As long as the Developer is asking for a rezoning, would he consider asking for a PDO to preserve open space, following the principles of development from the Handbook for Environmental Planning and Conservation Development? • Escrow Dollars should be received for: 1. One boulevard tree per frontage. • Page 2 • • 2. Silt fence and soil protection fence installation, enforcement, and removal. 3. Tree protection 4. Native seed areas and management 5. Buffer signs. 6. Soil restoration • Page 3 CONSERVATION EASEMENT THIS CONSERVATION EASEMENT ( "Easement ") is made of this day of , 2003 by Tollefson Development, Inc., a Minnesota corporation ( "Grantor "). RECITALS A. Grantor is the owner of that certain real property lying and being within the County of Anoka, State of Minnesota legally described on attached Exhibit A (the "Property"); and • B. The City of Lino Lakes, Minnesota ( "Grantee ") is a Minnesota municipal corporation. C. Grantor desires and intends to grant and convey to Grantee, a conservation easement for the purposes set forth in this instrument, all as more fully set forth herein. WITNESSETH NOW, THEREFORE, for good and valuable consideration, the sufficiency of which is hereby acknowledged, Grantor hereby grants to Grantee a non - exclusive conservation easement over, under and across that portion of Grantor's Property legally described on attached Exhibit B (the "Easement ") on the teens and conditions set forth herein. The Easement area is depicted by a sketch attached hereto as Exhibit C. Exhibit C is for illustrative purposes only, and the legal description of the Easement contained in Exhibit B shall control. Section 1. Conservation Easement. 1.1 Grant. Grantor herewith grants to Grantee a conservation easement for the purposes, and subject to the terms herein specified, over and upon the Easement area legally described in Exhibit B. 1.2 Purpose. The purpose of the Easement is to assure that the Easement area shall, at all times hereafter, remain in its current undisturbed condition, constitute scenic surroundings, and constitute a suitable habitat for wetland vegetation and/or wildlife. This conservation easement shall in no way be construed so as to grant to the public any rights to use or improve the Easement area for any other public or private purpose. 1.3 Building Restrictions. No buildings or other structures of any kind, and no fences, roads, signs, poles, no wires, or other material of any kind shall be erected, installed, constructed, placed, or allowed to be erected, installed, constructed or placed on or within all or any portion of the Easement area. Pnaa 1 ref 6 . 1.4 Restriction on Removal of Vegetation. No trees, shrubs, or other vegetation shall be removed om the Easement area except for noxious weeds or for purposes of tree disease control by, or as directed by, a governmental agency. • 1.5 Storage Restrictions. No storage of any manmade objects, and no soil, trash, waste, or other materials or substances of any kind shall be dumped or placed, or allowed to be dumped or placed, as fill or for any other purpose, upon any portion of the Easement area. 1.6 Excavation Restriction. No soil or other material or substance shall be excavated, dredged, or removed from any part of the Easement area. 1.7 General/Environmental Restrictions. No activities detrimental to the drainage, water conservation, erosion control, soil conservation or wildlife and vegetative habit preservation of the Easement area, and no other activities detrimental to the preservation of the said area, shall be conducted or permitted on all or any part of the Easement area. No fertilizers, whether natural or chemical, no pesticides, herbicides, or insecticide may be sprayed or applied to the Easement area except by, or as directed by, a governmental agency. No surface use shall be made of all or any part of the Easement area which is detrimental to the preservation of its scenic beauty or its habitat for wetland vegetation and/or wildlife. 2. Maintenance. Grantor herewith grants to Grantee, its agents and employees the right, but not the obligation, to preserve, improve and enhance the slope, trees, vegetation, and natural habitat within the Easement area by altering, clearing, and removing trees or other vegetation, by changing the contour of the land, and by planting trees or other vegetation and to enter upon the Easement area at anytime to enforce •omPliance with the terms of this instrument. 3. Enforcement. 3d By Public Authorities. This Conservation Easement may be enforced, at law or in equity, by Grantee. • 3.2 By Private Parties. This Conservation Easement may be enforced, and any controversy or dispute involving the meaning of the language, or any term or condition, of this instrument, may be settled, in arbitration in accordance with the arbitration rules of the American Arbitration Association by a sole arbitrator. In addition to owners of any portion of the Property, Grantee shall have standing to initiate such arbitration proceedings. All owners of any portion of the Property, and Grantee, shall have the right to receive notice of the pendency of any such arbitration proceedings, and the right to participate therein. The arbitration proceedings shall be held in the Association's offices in Minneapolis, Minnesota, or at such other place as is agreed to by the parties. The arbitrator shall have the right, to be exercised in the discretion of the arbitrator, to award attorneys fees and costs to the opposing parties if the arbitrator determines that any party to any dispute or disagreement in connection with this instrument has acted in bad faith with respect to the Easement, the dispute, or the arbitration. Judgment upon any award rendered by the arbitrator may be entered in Anoka County District Court. Notwithstanding the foregoing, any person owning any portion of the Property, or possessing any rights hereunder, shall have the right to seek from Anoka County District Court equitable or provisional remedies (such as temporary restraining orders, temporary injunctions, and the like) before or after any arbitration. 4. Miscellaneous. 4.1 Severability. If any term, covenant or provision of this instrument, or any exhibit attached hereto, is held to be invalid or unenforceable for any reason whatsoever, such determination shall not be Page 2 of 6 deemed to alter, affect, or impair in any manner whatsoever any other portion of this instrument or any exhibit attached hereto. 4.2 Binding Effect. The Property shall be transferred, held, sold, conveyed, and occupied subject to and together with the Conservation Easement granted herein. The Conservation Easement shall be binding upon all parties having any right, title or interest in the Property, their heirs, successors and assigns, and shall inure to the benefit of each such parties and shall run with the land. 4.3 Duration. The duration of this Conservation Easement shall be perpetual. 4.4 Nonexclusive. The owners of any portion of the Property shall have the right to use the Easement area to the extent that such use is not inconsistent with the rights granted to Grantee by this instrument. 4.5 Title. Grantor represents and warrants that no other person has an interest in the Easement area other than Grantor, and that Grantor has good right, title and interest in the Property which is the subject to the Easement granted herein. IN WITNESS WHEREOF, Grantor has executed this instrument as of the day and year first above - written. STATE OF MINNESOTA ) ss. COUNTY OFL ) TOLLEFSON DEVELOPMENT, INC., a Minnesota corporation:. By :, -—�= Its: y3? 1 foregoing instrument was acknowledged before me / this I ay of � 6 A__ _ , 2003, by r crl'4--) i aa1 of Tollefson Development, Inc., a Minnesota corporation, on behalf of the corporation. •rhis instrument Drafted by: S. Todd Rapp, P.A. 15025 Glazier Avenue, Suite 401 Apple Valley, Minnesota 55124 (952)432 -3240 L4OL_.'. Lurk_ Notary Public • EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Lot 1 through 9, inclusive, Block 1; Lots 1 through 3, inclusive, Block 2; Lots 1 through 25, inclusive, Block 3; Lots 1 through 4, inclusive, Block 4; Lots 1 through 3, inclusive, Block 5; Lots 1 through 7, inclusive, Block 6; Lots 1 and 2, Block 7; Lots 1 through 5, inclusive, Block 8; Lots 1 through 22, inclusive, Block 9 and Lots 1 through 23, inclusive, Block 10, all in Stoneybrook, Anoka County, Minnesota. EXHIBIT B LEGAL DESCRIPTION OF EASEMENT AREA • EXHIBIT C EASEMENT AREA SKETCH • t 02101P t*.le 111.1P rn N 2 U w w O U Oo D I= p w _ <c0 zN o J U w w � 0 �.r 0 30035 f (1L 'ON 1 ld AVM -d01.H0I AJN000 VNONV) ,x +.sn.n ss.w p..,.o. 1 133H1S H0119 • DENOTES WETLAND BUFFER AREA 10.45 S00% %d40'48 "E DENOTES WETLAND BUFFER MONUMENT