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Home My WebLink AboutMarch 27, 2006 Regular CITY OF CO'LUMBIA HEIGHTS ADMINlSTRA nON Mavor Gary L. Petersoll CoullCillllelllbers Robert A. Williams Bmce Nawrocki Tammera Ericsoll Diehm Bruce Kelzenberg City Manal!er Walter R. Fellst 5~~ 40th Aven~e N.E.. Columbia Heights. MN 55421-3878 (763) 706-3600 TOO (763) 706-3692 Visa Ollr Webslle at: wlI'mci.colulIlbia-heighls.lIlfl./lS . The following is the agenda for the regular meeting of the City Council to be held at 7:00 p.m. on Monday, March 27, 2006 in the City Council Chambers, City Hall, 590 40th Avenue N.R, Columbia Heights, MN. The City of Columbia Heights does not discriminate on the basis of disability in the admission or access to, or treatment or employment in, its services, programs, or activities. Upon request, accommodation will be provided to aUow indjviduals with disabilities to participate in all City of Columbia Heights' services, programs, and activities. Auxiliary aids for disabled persons are available upon request when the request is made at least 96 hours in advance. Please call the Deputy City Clerk at 763-706-3611, to make arrangements. (TDD/706-3692 for deaf or hearing impaired only) 1. CALL TO ORDERlROLL CALL/INVOCATION Invocation by Brenna Zeimet, Youth Pastor, Columbia Heights Assembly of God 2. PLEDGE OF ALLEGIANCE 3. ADDITIONS/DELETIONS TO MEETING AGENDA (The Council, upon majority vote of its members, may make additions and deletions to the agenda. These may be items brought to the attention of the Council under the Citizen Forum or items submitted after the agenda preparation deadline.) 4. PROCLAMATIONS. PRESENTATIONS. RECOGNITIONS AND GUESTS A) Proclamations 1) National Library Week - Pat Sowada, Library Board B) Presentations - none C) Introduction of New Employees - none D) Recognition 1) Officer Paul Bonesteel, Metro Area Traffic Officer of the Year P5 5. CONSENT AGENDA (These items are considered to be routine by the City Council and will be enacted as part of the Consent Agenda by one motion. Items removed from consent agenda approval will be taken up as the next order of business. ) A) MOTION: Move to approve tlie Consent Agenda items as follows: 1) Approve City Council Meeting Minutes for March 13, 2006 regular City Council meeting p6 MOTION: Move to approve the minutes of the March 13, 2006 regular City Council meeting as presented. 2) . Accept Boards and Commissions Meetin~ Minutes a) MOTION: Accept the minutes of the March 2,2006 Library Board of Trustees meeting. P20 b) MOTION: Accept the minutes ofthe February 22,2006 Park and Recreation Commission P22 meeting. c) MOTION: Accept the minutes ofthe March 13, 2006 Traffic Commission meeting. P25 3) Establish Work Session meeting date for Monday, April 3, 2006, beginning at 6:00 p.m. in Conference Room 1 and to schedule a loint meeting with the School Board at 7:30 p.m. at the School District Office P28 City Council Agenda March 27, 2006 Page 2 of 4 MOTION: Move to schedule a City Council Work Session for Monday, Aplil3, 2006 begill.lling at 6:00 p.m. in Conference Room 1 and to schedule a joint meeting with the School Board at 7:30 p.m. at the School Distlict Office. Upcoming Work Session Items: Charter Commission item and joint meeting with School Board. 4) Appointment of Board and Commission members to expiring terms. P29 MOTION: Move to re-appoint to the Library Board - Barb Miller and Catherine Vesley for three year terms; to the Park and Recreation Commission - David Payne and Kevin McDonald for two year tenns and Eileen Evans and Marsha Stroik for five year tenns; to the Planning and Zoning Commission Rob Fiorendino for a four year term; to the Police and Fire Civil Service Commission- Harold Netkow for a three year term; to the Telecommunications Commission - Kenneth Henke, Bob Buboltz, Dan Swee and Bradley Peterson for two year tenns; and to the Traffic Commission - Ed Carlson and Joseph Goodman for four year terms effective April 1, 2006. 5) Accept grant and approve contract to participate in Safe & Sober program May 22 to June 4.2006 P30 MOTION: Move to autholize the Mayor and Chief of Police to enter into a contract with the State of Minnesota Department of Public Safety for a Safe and Sober overtime grant in the amount of$3,000. 6) Authorize Joint and Cooperative Agreement for formation and administration oHhe Anoka- Hennepin Narcotics and Violent Crimes Task Force P39 MOTION: Move to authorize the Mayor and the city Manager to enter into a Joint and Cooperative Agreement for the formation and administration of the Anoka-Hennepin Narcotics and Violent Crimes Task Force and to approve the payment of$4,596 as the City's part of the 2006 federal grant match, with funds to come from the unexpended funds in the 2006 Police Department budget, Personal Services section. 7) Approve change of westbound right lane 3 ih Ave. at Central Ave. to right turn only lane P 5 9 MOTION: Move to direct the Public Works Department to change the westbound right lane of 37th Avenue NE at Central Avenue NE to a right turn only lane, with appropriate striping and signage. 8) Adopt Resolution No. 2006-37 awarding Crack Sealing. Resolution 2006-38 awarding Street Striping and Resolution 2006-39 awarding Seal Coat p64 MOTION: Move to waive the reading of Resolution No. 2006-37, there being ample copies available to the public. MOTION: Move to adopt Resolution No. 2006-37, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Crack Sealing Project to Bergman Companies, based upon their low, qualified, responsible bid in the amount of $0.46 per lineal foot with an estimated cost of$12,880.00 to be appropriated from Fund 212-43190-5130. MOTION: Move to waive the reading of Resolution No. 2006-38, there being ample copies available to the public. MOTION: Move to adopt Resolution No. 2006-38, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Street Striping Project to Bergman Companies, based upon their low, qualified, responsible bid in the amount of$13.95 per gallon with an estimated cost of$2,206.89 to be appropriated from Fund 212-43190-4000 and $309.69 to be appropriated from Fund 101-43170-4000. -2- City Council Agenda March 27, 2006 Page 3 of 4 MOTION: Move to waive the reading of Resolution No. 2006-39, there being ample copies available to the public. MOTION: Move to adopt Resolution No. 2006-39, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Seal Coat Project to Allied Blacktop Company, based upon their low, qualified, responsible bid in the amount of$1.15 per gallon of emulsion and up to $39.50 per ton of aggregate with an estimated cost of$40,292.53 to be appropriated from Fund 415-50601-5130 and $27,563.49 to be appropriated from Fund 430-46323- 5130. 9) Adopt Resolution No. 2006-45, Plans/Specs, and advertisement for bids - 2006 Street Rehab P72 MOTION: Move to waive the reading of Resolution No. 2006-45, there being ample copies available to the public. MOTION: Move to adopt Resolution No. 2006-45, being a Resolution approving Plans and Specifications and ordering Advertisement for Bids for 2006 Street Rehabilitation, Zone 7B and lA, City Project Number 0502. 10) Approve the items listed for rental housing license applications for March 27, 2006 P74 MOTION: Move to approve the items listed for rental housing license applications for March 27, 2006. 11) Approve reissue of rental housing license for 4642 Taylor Street P76 MOTION: Move to issue a rental-housing license to Becky Xiong to operate the rental property located at 4642 Taylor Street NE in that the provisions ofthe residential maintenance code have been complied with. 12) Approve Business License Applications P77 MOTION: Move to approve the items as listed on the business license agenda for March 27,2006 as presented. 13) Approve Payment of Bills P79 MOTION: :Move to approve payment of the bills out of the proper funds as listed in the attached check register covering Check Number 116388 through 116581 in the amount of$I,158,384.09. 6. PUBLIC HEARINGS A) Adopt Resolution No. 2006-46 being a Resolution approving abatement at 666 46 ~ Avenue. pSS MOTION: Move to adopt Resolution No. 2006-46, a resolution ofthe City Council of the City of Columbia Heights declaring the property at 666 46th -1/2 Avenue NE a nuisance and approving the abatement of violations from the property pursuant to City Code section 8.206. 7. ITEMS FOR CONSIDERATION A) Other Ordinances and Resolutions 1) Second reading of Ordinance No. 1507. being an Ordinance amending Ordinance No. 1490 City Code of2005.adopting the proposed zoning amendments. P91 MOTION: Move to waive the reading of Ordinance No. 1507, there being ample copies available to the public. MOTION: Move to adopt Ordinance No. 1507, being an ordinance amending Ordinance No. 1490 City Code of2005, adopting the proposed zoning amendments. -3- City Council Agenda March 27, 2006 Page 4 of 4 2) Second reading of Ordinance No. 1500, vacating a portion of Lookout Place PlOD MOTION: Move to table the second reading of Ordinance No. 1500, vacating a portion of Lookout Place, for Monday, May 8, 2006 at approximately 7:00 p.m. in the City Council Chambers. B) Bid Considerations -none C) Other Business 1) Participation Process for the Activity Center Proiect P104 MOTION: Move to approve communications consultant services agreement with Ehlers and Associates, Inc. in the amount not to exceed $35,540 with funding to come from the Community Center Capital Building fund. 2) Adopt Resolution No. 2006-03, being a Resolution approving a final plat subdivision with certain conditions Huset Park, 2nd Addition P 11 5 MOTION: Move to waive the reading of Resolution No. 2006-03, there being ample copies available to the public. MOTION: Move to adopt Resolution No. 2006-03, being a Resolution approving the Final Plat for Huset Park, Second Addition, subject to the conditions outlined in Resolution No. 2006-03. 8. ADMINISTRATIVE REPORTS A) Report of the City Manager B) Report ofthe City Attorney 9. CITIZENS FORUM At this time, citizens have an opportunity to discuss with the Council items not on the regular agenda. Citizens are requested to limit their comments to five minutes. Anyone who would like to speak shall state his/her name and address for the record. 10. COUNCIL CORNER 11. ADJOURNldENT ~/eld ~ Walter R. Fehst, City Manager WF/pvm -4- ~A I CITY OF COLUMBIA HEIGHTS PUBLIC LIBRARY 820 40TH AVENUE N.E., COLUMBIA HEIGHTS, MN 55421-2996 (763) 706-3690; TOO (763) 706-3692 PROCLAMATION Board of Trustees Barbara Miller Chair Patricia Sowada Vice-Chair Catherine Vesley Secretary Lynette Thomson Nancy Hoium Members at large Bruce Kelzenberg Council Liaison M. Rebecca Loader Library Director NATIONAL LIBRARY WEEK April 2 - 8, 2006 WHEREAS: The American Library Association has set aside the week of April 2 - 8, 2006, to recognize library service in Columbia Heights, Minnesota and throughout Punerica;and, ( WHEREAS: The Columbia Heights Pu~lic Library has provided service to the citizens of Columbia Heights for 78 years; and, WHEREAS: The library's mission is to provide free access to materials for the patrons in a barrier free environment; and, WHEREAS: The library is an important part of the community that offers educational and recreational information, and provides patrons with the resources they need to live, learn, and work in the 21 st century; and, WHEREAS: The Columbia Heights Public Library achieves these goals by providing knowledge both in person and online, as well as personal service and assistance in finding what you need, "at home" service, programming for children and adults, web access to the catalog and electronic databases, and an extensive collection of over 68,000 books, periodicals, and assorted media; and, WHEREAS: Libraries, librarians, library workers and supporters across America are . celebrating National Library Week with the theme "Change your world @ yoUr . ~ .._-~-..~.liDrary''-.._.~''. m... .___m_nn__~. ~.~.._.n_~__ ._._._._...._..._n_~..~_~~ _n.__n~_____..n___nn_.__n_.__n __._h. NOW, THEREFORE, BE IT RESOLVED, thatI, Gary Peterson, Mayorofthe City of Columbia Heights, do hereby proclaim the week of April 2 - 8, 2006, as NATIONAL LIBRARY WEEK in the City of . Columbia Heights, Minnesota Mayor, Gary Peterson City of Columbia Heights, Minnesota -5- THE CITY OF COLUMBIA HEIGHTS DOES NOT DISCRIMINATE ON THE BASIS OF DISABILITY IN EMPLOYMENT OR THE PROVISION OF SERVICES EQUAL OPPORTUNITY EMPLOYER OFFICIAL PROCEEDINGS CITY OF COLUMBIA HEIGHTS CITY COUNCIL MARCH 13, 2006 S-A -1 THESE MINUTES HAVE NOT BEEN APPROVED. The following are the minutes for the regular meeting of the City Council held at 7:00 p.m. on Monday, March 13, 2006 in the City Council Chambers, City Hall, 590 40th Avenue N.E., Columbia Heights, MN. CALL TO ORDERlROLL CALLm~vOCATION Chaplain Bob Lyndes, Crestview Communities, gave the Invocation. Present: Mayor Peterson, Councilmember Diehm, Councilmember Kelzenberg, Councilmember Williams Absent: Councilmember Nawrocki - attending the NLC Conference in Washington D.C. PLEDGE OF ALLEGIANCE - recited ADDITIONS/DELETIONS TO MEETING AGENDA Diehm added a presentation on the Youth Commission by Mr. Tim Wellman. PROCLAMATIONS. PRESENTATIONS. RECOGNITIONS AND GUESTS A) Proclamations - March as MN Food Share Month. Mayor Peterson read a Proclamation for Minnesota Food Share Month. He encouraged food donations to our local food shelf: B) Presentations - Tom Sherohman - Columbia Heights Alumni Get Together Tom Sherohman stated that there would be a Columbia Heights High School Reunion on Sunday, April 30, at Murzyn Hall from 1 :00 p.m. to 5:00 p.m. There will be guest speakers, a museum gallery of photos, slides, and memorabilia. He invited everyone to attend. Admission is free, and there will be envelopes for donations to the High School Scholarship fund. He requested volunteers come forward to help at the event. Sherohman asked the committee members to introduce themselves. They represented the classes of '47, '61, '48, '62, and '52. Williams suggested that Dorothy Penate be contacted to participate. C) Introduction of New Employees - none D) Recognition - Sergeant Val Dietz, retirement Peterson read a synopsis of Sgt. Dietz's career. He began working for the City of Columbia Heights in 1990. Dietz worked in community policing, investigations, and as Patrol Sergeant. Val Dietz and his wife, Paula were present. Mayor Peterson presented him with a gift of appreciation fi'om the City of Columbia Heights. Val Dietz stated it was a joy to work in Columbia Heights. He talked about the history of the department during his tenure. He stated that people here cared about each other. Weare a small town in a large city. He commended his wife for her support. CONSENT AGENDA City Manager Walt Fehst took Councihnl- 6 -irs through the Consent Agenda. City Council Minutes March 13, 2006 Page 2 of 14 1) Approve City Council Meeting Minutes for February 27.2006 regular City Council meeting and two special meetings on March 6.2006. a) Motion to approve the minutes of the February 27,2006 regular City Council meeting as presented. b) Motion to approve the minutes of the March 6, 2006 Seal Coat Public Improvement Hearing c) Motion to approve the minutes ofthe March 6,2006 Street Rehabilitation Improvement Hearing. 2) Accept Boards and Commissions Meeting Minutes a) Motion to accept minutes ofthe February 7,2006 Library Board meeting. b) Motion to accept minutes of the March 8, 2006 Planning and Zoning Commission meeting. 3) Establish Work Session meeting date for Mondav. March 20,2006, beginning at 7:00 p.m. in Conference Room 1. Motion to establish a City Council Work Session meeting date for Monday, March 20, 2006 beginning at 7:00 p.m. in Conference Room 1. Fehst stated the only item is to meet with the Chairman ofthe Charter Commission to discuss some changes to the Charter. 4) Authorize the purchase of Police vehicles Motion to authorize the purchase of two 2006 Ford Crown Victoria police vehicles per the State of Minnesota bid, with funding to come from 431-42100-5150 in the amount of $41,376 and that the Mayor and City Manager are authorized to enter into a contract for same. 5) Authorize Joint Powers Agreement -MN Bureau of Criminal Apprehension re: IBIS Fingerprint System. Motion to authorize the Mayor and the Chief of Police to enter into a Joint Powers Agreement with the State of Minnesota Bureau of Criminal Apprehension to accept one IBIS wireless RDT Fingerprinting Unit from the State of Minnesota; the first year's maintenance and cellular costs paid for by the State of Minnesota. 6) Adopt Resolution No. 2006-40, being a Resolution establishing an Absentee Ballot Board Motion to waive the reading of Resolution No. 2006-40, there being ample copies available to the public. Motion to adopt Resolution No. 2006-40, being a Resolution to Establish an Absentee Ballot Board. RESOLUTION NO. 2006-40 BEING A RESOLUTION TO ESTABLISH AN ABSENTEE BALLOT BOARD . WHEREAS, Anoka County Election Support has requested adoption of an Absentee Ballot Board; and WHEREAS, an Absentee Ballot Board would consist of election judges and/or city staff serving as election judges; and WHEREAS, an Absentee Ballot Board would ease the responsibilities for election judges on election day; and WHEREAS, an Absentee Ballot Board rnay give voters an opportunity to correct technical errors on their absentee ballot; and WHEREAS, an Absentee Ballot Board allows for more accurate processing of absentee ballots. NOW, THEREFORE, BE IT RESOLVED that an Absentee Ballot Board is hereby authorized for the City of Columbia Heights as provided in Minnesota ~ _ 7 _s 203B.13 subdivision 1. AND BE IT FURTHER RESOLVED that th" ~HJ Clerk is authorized to employ a suitable number of election City Council Minutes March 13, 2006 Page 3 of 14 judges to serve on the board. 7) Award of 2006-2007 Tree Removal Program Motion to award the 2006-2007 removal oftrees, trees and stumps or stumps only on public and private property contract to Bluemel's Tree and Landscape, Inc. of Hudson, Wisconsin, based upon their low, qualified, responsible total bid for tree and stump removal, tree removal only, or stump removal only; and furthermore, to authorize the Mayor and City Manager to enter into a contract for the same. 8) Final Payment for Zone 7 A Street Rehabilitation Proiects Motion to accept the Engineer's RepOlt of Final Acceptance for the 2004 Street Rehabilitation Projects in Zone 7 A, City Project Number 0402, and authorize Final Payment of$43,639.41 to Midwest Asphalt Corporation of Hopkins, Minnesota. 9) Change Order No.1 for the MSC Building Renovation Motion to authorize Change Order No. 1 for additional work items 1-9 as detailed herein for the MSC Building Renovation, City Project 0503 to Ebert Construction in the amount of21,555.55 to be funded by Fund 411, Capital hnprovements Government Buildings, for a revised contract amount $920,134.55. 10) Approve Park and Recreation Public Hearing date change from March 22 to March 29, 2006 Motion to approve the Public Hearing date change of the Park and Recreation Commission from March 22, 2006 to March 29, 2006. Fehststated this is regarding consideration oflighting at Prestemon Park. 11) Adopt Resolution No. 2006-44, supporting the Constitutional Amendment for Motor Vehic1e Sales Tax Dedication to Transportation. Motion to waive the reading of Resolution No. 2006-44 there being ample copies available to the public. Motion to adopt Resolution No. 2006-44, being a Resolution supporting the Constitutional Amendment for Motor Vehic1e Sales Tax Dedication to Transportation. RESOLUTION NO. 2006-44 BEING A RESOLUTION SUPPORTING THE CONSTITUTIONAL AMENDMENT FOR MOTOR VEHICLE SALES TAX DEDICATION TO TRANSPORTATION WHEREAS, the City Council of the City of Columbia Heights is the official governing body of the City of Columbia Heights; and WHEREAS, Minnesota's transportation infrastructure fonus the backbone ofthe State's economy and has a direct impact on future economic development; and WHEREAS, funding for highway and transit systems in Minnesota has remained stagnant and is failing to keep pace with its growing population and growing demands; and WHEREAS, local governments throughout the State struggle to maintain local transportation systems while the State's gas tax has not been increased since 1988 and transit budgets have been cut in recent years; and WHEREAS, the Minnesota Legislature has repeatedly turned to revenue from the motor vehicle sales tax, which has been viewed as user fee revenues, in order to fund highway and transit systems including the current dedication of 54% of motor vehicle sales tax for transportation purposes; and WHEREAS, the Legislature passed a proposed constitutional amendment during the 2005 Legislative Session that would appear on the November 7,2006 ballo'_ 8 ~Ig voters if the remaining 46% of motor vehicle sales tax revenue currently used for other purposes should be u r highways and transit systems; and City Council Minutes March 13, 2006 Page 4 of 14 WHEREAS, passage of this amendment would mean an increase in more stable revenue for highway and transit systems throughout the State and would raise approximately $300 million per year once the transfer of revenue is fully phased in by 2011. NOW, THEREFORE, BE IT RESOLVED, that the City of Columbia Heights strongly supports passage ofthe proposed amendment to the Minnesota Constitution dedicating all of the motor vehicle sales tax revenue to transportation with at least 40% of the revenue for public transit assistance and not more than 60% of the revenue for highway purposes. 12) Adopt Resolution No. 2006-43, Conditional Use Permit, 4300 Central Avenue seasonal garden center Motion to waive the reading of Resolution No. 2006-43, there being ample copies available to the public. Motion to approve Resolution No. 2006-43 pennitting the operation of a seasonal mini-garden center at 4300 Central Avenue from April 15, 2006 through July 15,2006, subject to the following conditions: 1. the outdoor storage shall be located as indicated on the site plan, 2. A $500 deposit shall be submitted to the Community Development Department prior to installation of the structures on the site. The deposit shall be refunded after the Conditional Use Permit expires and the site has been cleaned up. 3. the proposed fence must be 20 feet from the retaining wall for safe vehicular access. Fehst stated this is for a seasonal garden center, which does require a conditional use permit. RESOLUTION NO. 2006-43 RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR LINDER'S GREENHOUSES, INC WITHIN THE CITY OF COLUMBIA HEIGHTS, MINNESOTA WHEREAS, a proposal (Case #2006-0301) has been submitted by Linder's Greenhouses, Inc. to the City Council requesting a conditional use pennit from the City of Columbia Heights at the following site: ADDRESS: 4300 Central Avenue. LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING PERMIT: A Conditional Use Permit per Code Section 9.110 (E)(3)(e), to allow outdoor sales or display. WHEREAS, the Planning Commission has held a public hearing as required by the city Zoning Code on March 8, 2006; Vr.dEREfl;LS, the City Council has considered the advice and recoITill1endations of the Planning Commission regarding the effect of the proposed conditional use pennit upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to compatibility of uses, traffic, property values, light, air, danger of fire, and risk to public safety in the surrounding areas; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Columbia Heights after reviewing the proposal, that the City Council accepts and adopts the following findings ofthe Planning Commission: 1. The use is one of the conditional uses listed for the zoning district in which the property is located, or is a substantially similar use as determined by the Zoning Administrator. 2. The use is in harmony with the general purpose and intent ofthe Comprehensive Plan. 3. The use will not impose hazards or distributing influences on neighboring properties. 4. The use will not substantially diminish the use of property in the immediate vicinity. 5. The use will be designed, constructed, operated and maintained in a manner that is compatible with the appearance of the existing or intended character of the surrounding area. 6. The use and property upon which the use is located are adequately served by essential public facilities and services. 7. Adequate measures have been or will be taken to minimize traffic congestion on the public streets and to provide for appropriate on-site circulation of traffic. 8. The use will not cause a negative cumulative effect, when considered in conjunction with the cumulative effect of other uses in the immediate vicinity. 9. The use complies with all other applicable regulations for the district in which it is located. FURTHER, BE IT RESOLVED, that the att! - 9 -;onditions, maps, and other information shall become part of this City Council Minutes March 13, 2006 Page 5 of 14 permit and approval; and in granting this permit the city and the applicant agree that this pennit shall become null and void if the project has not been completed within one (]) calendar vear after the approval date, subject to petition for renewal ofthe pennit. CONDITIONS ATTACHED: I. The outdoor storage shall be located as indicated on the site plan. 2. A $500 deposit shall be submitted to the Community Development Department prior to installation of the structures on the site. The deposit shall be refunded after the Conditional Use Permit expires and the site has been cleaned up. 3. The proposed fence must be 20 feet from the retaining wall for safety vehicular access. 13) Adopt Resolution No. 2006-32, regarding the 2006-2007 Teamsters Labor Agreement- Sergeants Motion to waive the reading of Resolution No. 2006-32, there being ample copies available to the public. Motion to adopt Resolution No. 2006-32, regarding the Labor Agreement between the City of Columbia Heights and the Teamsters, Local 320 - Police Sergeants, effective January 1, 2006 - December 31, 2007. Fehst stated that all labor agreements meet the guidelines discussed at the two Executive Sessions allowing increases ofthree percent in 2006 and 2007. RESOLUTION 2006-32 REGARDING LABOR AGREEMENT BETWEEN CITY OF COLUMBIA HEIGHTS AND TEAMSTERS, LOCAL 320, POLICE SERGEANTS WHEREAS, negotiations have proceeded between the Teamsters, Local 320, representing Police Sergeants of the City, and members of the City negotiating team, and said negotiations have resulted in a mutually acceptable contract for calendar years 2006 and 2007, WHEREAS, a copy of said contract is available for inspection at the Office of the City Manager and is made a part hereof by reference; NOW, THEREFORE, BE IT RESOLVED that the contract agreement as negotiated, be and is hereby established as the salary and fringe benefit program for calendar years 2006 and 2007 for Teamsters, Local 320- Police Sergeants, bargaining unit employees of the City; and BE IT FURTHER RESOLVED that the Mayor and City Manager be authorized to execute this agreement. 14) Adopt Resolution No. 2006-33. regarding 2006-2007 PMA Memorandum of Understanding Mnt-;nn fl"'\ 't"l,.......1"l:Ta. +ha 't'"ca.arl1'1"\1"'I' ".+Do",,.....1,"'+1n'l"\ 1\T". 1')(\(\t;: '1'1 .........a.....c. h.l:31"t"1.rr .r:lm......la. ,.",.,.__~on ....v....~~ LV vVu..a.""", U.L.... .I.~U'U.ll.L6 V..L ..L";,.~~\..a~;".l.vJ.J.l,v. ~VVV-..J..J, &..lJ..\..'J.\..' U\,.IJ.ll5 u..J..lJ...p.l~ \,;VP.l\..r';:' available to the public. Motion to adopt Resolution 2006-33 regarding the Memorandum of Understanding between the City of Columbia Heights and the Public Managers' Association, effective January 1, 2006 - December 31, 2007. RESOLUTION 2006-33 BEING A RESOLUTION REGARDING MEMORANDUM OF UNDERSTANDING BETWEEN THE CITY OF COLUMBIA HEIGHTS AND THE PUBLIC MANAGERS ' ASSOCIATION BE IT HEREBY RESOLVED by the City Council ofthe City of Columbia Heights that: WHEREAS, negotiations have proceeded between the Public Managers' Association, representing Division Heads of the City, and members ofthe City negotiating team, and said negotiations have resulted in a mutually acceptable Memorandum of Understanding for calendar years 2006 and 2007; WHEREAS, a copy of said Memorandum of Understanding will be made available for inspection at the Office of the City Manager and is made a part hereof by reference. NOW, THEREFORE, BE IT RESOLVED, that the Memorandum of Understanding as negotiated, be and is hereby established as the salary and fringe benefit program for calendar years 2006 and 2007 for the Public Managers' Association bargaining unit employees ofthe City. BE IT FURTHER RESOLVED tr~. .t..~ "antagecare Retirement Health Savings (RHS) Plan is hereby amended to include an elective participation - 10 -)ublic Managers' Association whereby if participation is elected, City Council Minutes March 13, 2006 Page 6 of 14 there will be a mandatory employee contribution of 5% of earnings. BE IT FURTHER RESOLVED that the Mayor and City Manager are hereby authorized to execute this agreement. 15) Adopt Resolution No. 2006-42. being a Resolution regarding the City Manager's Compensation - Removed 16) Adopt Resolution 2006-34. adopting 2006-2007 salary & fringe benefit adiustment for non-union supervisory employees Motion to waive the reading of Resolution No. 2006-34, there being ample copies available to the public. Motion to adopt Resolution 2006-34, adopting changes in non-union group salary ranges, and establishing salaries and changes in fringe benefits for non-unionized supervisory City positions for calendar years 2006-2007. Fehst stated that all labor agreements meet the guidelines discussed at the two Executive Sessions allowing increases of three percent in 2006 and 2007. RESOLUTION 2006-34 ADOPTING CHANGES IN NON-UNION SUPERVISORY SALARY RANGES, ESTABLISHING SALARIES FOR NON-UNIONIZED SUPERVISORY POSITIONS, AND CHANGES IN FRINGE BENEFITS WHEREAS, the City of Columbia Heights adopted a Wage Compensation Program for Non-Unionized City Employees effective January I, 1980 (Resolution 80-47), which indicated that on an annual basis changes will be adopted in Group Salary Ranges based upon reliable survey data; and, WHEREAS, the City of Columbia Heights adopted a Comparable Worth Implementation Plan effective January 1, 1988 (Resolution 88-50), to assure comparable compensation for positions with comparable skill, efforts, responsibilities, and work conditions, and proportional compensation for positions where such factors are different; and, WHEREAS, the City of Columbia Heights annually reviews the Employer's share for various insurance programs for its non-unionized supervisory employees to compare what is paid for other employee groups in the City; NOW, THEREFORE, BE IT RESOLVED that the City of Columbia Heights establishes salary ranges and Employer contribution to insurances for non-unionized supervisory City positions, as indicated on Schedule A which is on tile in the office ofthe City Manager and is attached for calendar years 2006 and 2007; and BE IT FURTHER RESOLVED that movement through the salary range is contingent upon satisfactory performance of the employee. 17) Adopt Resolution 2006-35 adopting 2006-2007 salary & frillge benefit adiustment for non-union essential and confidential employees Motion to waive the reading of Resolution No. 2006-35, there being ample copies available to the public. Motion to adopt Resolution 2006-35, adopting changes in non-union group salary ranges, and establishh"'1g salfui.es and changes in fringe benefits for non-unionized essential and confidential City positions for calendar years 2006 and 2007. RESOLUTION 2006-35 ADOPTING CHANGES IN NON-UNION ESSENTIAL AND CONFIDENTIAL SALARY RANGES, ESTABLISHING SALARIES FOR NON-UNIONIZED ESSENTIAL AND CONFIDENTIAL POSITIONS, AND CHANGES IN FRINGE BENEFITS WHEREAS, the City of Columbia Heights adopted a Wage Compensation Program for Non- Unionized City Employees effective January I, 1980 (Resolution 80-47), which indicated that on an annual basis changes will be adopted in Group Salary Ranges based upon reliable survey data; and, WHEREAS, the City of Columbia Heights adopted a Comparable Worth Implementation Plan effective January 1, 1988 (Resolution 88-50), to assure comparable compensation for positions with comparable skill, efforts, responsibilities, and work cond;":~M "nd proportional compensation for positions where such factors are different; and, - 11 - City Council Minutes March 13, 2006 Page 7 of 14 WHEREAS, the City of Columbia Heights annually reviews the Employer's share for various insurance programs for its non-unionized essential and confidential employees to compare what is paid for other employee groups in the City; NOW, THEREFORE, BE IT RESOLVED, that the City of Columbia Heights establishes salary ranges and Employer contribution to insurances for non-unionized essential and confidential City positions, as indicated on Schedule B which is on file in the office of the City Manager for calendar years 2006 and 2007; and BE IT FURTHER RESOLVED that movement through the salary range is contingent upon satisfactory perfonnance of the employee. 18) Adopt Resolution 2006-36, ado?ting the 2006 seasonal and temporary wage adiustments Motion to waive the reading of Resolution No. 2006-36, there being ample copies available to the public. Motion to adopt Resolution 2006-36, adopting changes in wage ranges and establishing wages for seasonal and temporary employees for calendar year 2006. RESOLUTION 2006-36 ADOPTING CHANGES IN WAGE RANGES AND ESTABLISHING WAGES FOR TEMPORARY PART-TIME LIBRARY POSITIONS, SEASONAL PUBLIC WORKS POSITIONS, SEASONAL/TEMPORARY RECREATION POSITIONS, AND INTERNS WHEREAS, the City of Columbia Heights adopted a Wage Compensation Program for Non-Unionized City Employees effective January I, 1980 (Resolution 80-47), which indicated that on an annual basis, changes will be adopted in Wage Ranges, based upon reliable survey data. NOW, THEREFORE, BE IT RESOLVED, that the City of Columbia Heights establishes wage ranges for non-unionized temporary part-time Library positions, seasonal Public Works positions, seasonal/temporary Recreation positions, and intems, an indicated on Schedule I, II, III, and IV, which are on file in the office of the City Manager; and BE IT FURTHER RESOLVED that such schedules be effective January 1,2006. 19) Ado?t Resolution 2006-41 regarding 2006-2007 IAFF Labor Agreement Motion to waive the reading of Resolution No. 2006-41, there being ample copies available to the public. Motion to adopt Resolution No. 2006-41, regarding the Labor Agreement between the City of Columbia Heights and the International Association of Firefighters, effective January 1, 2006 - December 31, 2007. RESOLUTION 2006-41 REGARDING LABOR AGREEMENT BETWEEN CITY OF COLUMBIA HEIGHTS AND INTERNATIONAL ASSOCIATION OF FIREFIGHTERS, LOCAL 1216 WHEREAS, negotiations have proceeded between the International Association of Firefighters (IAFF), Local 1216, representing Firefighters of the City, and the City's negotiating spokesperson, and said negotiations have resulted in a mutually acceptable contract for calendar years 2006 and 2007; WHEREAS, a copy of said contract is available at the Office of the City Manager and is made a part hereof by reference; NOW, THEREFORE, BE IT RESOLVED that the contract agreement, as negotiated, be and is hereby established as the salary and fringe benefit program for calendar years 2006 and 2007 for IAFF bargaining unit employees of the City; and BE IT FURTHER RESOLVED that the Mayor and City Manager be authorized to execute this agreement. 20) Approve continuance of hazardous building at 4152 Cleveland Street -Removed Fehst stated that when the City was ready to abate the nuisance, the owners were given 60 days to meet ordinances requirements. The contract owner passed away and there was a closing on the property last week. Staff recommends allowing the same timeoconsideration to the new owner. -12- City Council Minutes March 13, 2006 Page 8 of 14 21) Approve the items listed for rental housing license applications for March 13, 2006 fvIotion to approve the items listed for rental housing license applications for March 13, 2006. 22) Approve Business License Applications Motion to approve the items as listed on the business license agenda for March 13, 2006 as presented. 23) Approve Payment of Bills . Motion to approve payment of the bills out of the proper funds as listed in the attached check register covering Check Number 116206 through 116387 in the amount of $719,581.31. Williams requested to remove items 15 and 20 from the consent agenda for discussion. He commented on item #8 to clarify that the payment to be made is for work done in the year 2004. He encouraged citizens to report bad spots they see on newly finished roadways. Kathy Young, Assistant City Engineer, stated this was an unusual situation and final payment took longer than normal. Motion by Diehm, second by Kelzenberg to approve the Consent Agenda items with the exception ofitems 15 and 20. Upon vote: All ayes. Motion carried. Presentation - Revival of the Youth Commission Timothy Welhnan Jr. introduced himself, stating he graduated in 2000 from Columbia Heights High School, served in the Navy over seas, and now works for Pine Bend Refinery. He stated he was involved with the Youth Commission from 1997 to 2000. Wellman stated he spoke to Senator Chaudhary, Councilmember Williams, and School Board member Joe Sturdevant about reviving this program. He also discussed this at the last City Council work session. The program would involve a committee represented by students 18 years of age and younger, to bring up issues of concern such as a community center, graffiti issues, or skateboarding. The goal would be to unite the community, and to show our youth that government can work for them. Diehm stated that Mr. Wellman has volunteered to be the facilitator and Council- member Williams is our liaison. Committee members would be chosen through an application process. Wellman stated that Mr. Sturdevant would bring this before the School Board. Peterson offered the support ofthe City Council. Welhllan asked where the group should meet. Fehst stated that Murzyn Hall would be available, but the group may want to meet at the High School for convenience. Peterson invited them to attend City Council work sessions and meetings. Discussion of Removed Consent Agenda items 15. Adopt Resolution No. 2006-42, being a Resolution regarding the City Manager's Compensation Williams stated that he had a letter dictated by Councilmember Bruce Nawrocki to be read to the audience. He stated these were Mr. Nawrocki's words, which did not necessarily reflect his views. He would read the statement to be placed in the official record. Councilmember Nawrocki: Because I "~'i '- - :'ut of town and miss the March 13 Council meeting, I have asked that these comments regarding tlL I . ~ _ sed salary acijustment for various city employees for 2006 City Council Minutes March 13, 2006 Page 9 of 14 and 2007 to be read at the meeting and placed into the record of the meeting. Since the details of the proposed adjustment have not been discussed by the Council, I believe that these proposed adjustments should be tabled until such discussion can be held. I believe that the proposed salary adjustment of almost $6,000 for the two year period for the City Manager in particular, should be tabled for discussion by the Council for this reason, and because the Council has not yet had an annual peiformance review of the City Manager as required by his contract with the City. Furthermore, we have had a written letter signed by several city employees raising concerns about the fairness of salmy adjustments based on a percentage of existing salary versus specific dollar amounts of adjustment. For example, the almost $6,000 increase that the City Manager will receive is more than twice as much of an increase that a maintenance worker in the street department will receive in the next two years, to feed his family, if the same percentage is applied to his or her salary. Whether we agree with their views or not, lfeel that we owe it to those that wrote the letter to meet with them and discuss their concerns. Motion by Williams to table Resolution 2006-42 City Manager's compensation. Peterson called for a second. No second was received. Motion died for lack of a second. Diehm stated that all other increases were approved. Kelzenberg asked if this item is also for three percent. Linda Magee, Assistant to the City Manager/Human Resource Director, indicated that four of the six bargaining units have settled. Kelzenberg stated that the City Council had two work sessions to discuss this. Magee stated there were two executive sessions held, which are closed meetings. Kelzenberg asked if all the groups listed settled within the guidelines given. Magee stated they did. Williams asked if the group that sent a letter had settled. Magee stated that group is in m{1diation. Peterson stated that City Council members met on October 24 and December 6, 2005 in executive session. Paranleters were given to staff, though not all Councilmembers agreed. The manager's contract states that his salary will increase at the same time as other management employees. Regarding his evaluation, the Council sets that up and should do so, but that is up to the Council. Regarding the letter signed by employees; salary increases have been based on percentages for the past 10 years, consistent for all staff and employees. Peterson stated that if Councilmembers want to change this, it should be discussed. Peterson compared it to Councilmember Nawrocki on PERA where he has received a percentage increase every year, and they have gone as high as eleven and one-half percent. This is what we directed staff to do. It is not the role of Councilmembers to negotiate contracts, but to set the parameters. Contracts are settled with the police officers, and it would be a folly to attack the process now. If a single councilmember wants to talk to the people from that letter, they may, but as a Council we are not in the position to do so. Peterson referred to the Comparable Worth study, which could be done again, but would be expensive. Motion by Williams, second by Diehm, to waive the reading of Resolution No. 2006- 42, there being ample copies available to the public. Upon vote: All ayes. Motion carried. Motion Williams, second by Diehm, to adopt Resolution No. 2006-42, being a resolution regarding the City Manager's compensation. Upon vote: All ayes. Motion carried. RESOLUTION NO. 2006-42 RESOLUTION REGARDING THE CITY MANAGER'S COMPENSATION WHEREAS, in previous years, the City Mar -_14 -; received an adjustment in compensation consistent with that City Council Minutes March 13, 2006 Page 10 of 14 given to the management employees. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Columbia Heights does hereby make the following modification to the City Manager's compensation, consistent with pay adjustments granted other management employees: Effective January 1,2006: 3% pay adjustment Effective January 1,2007: 3% pay adjustment Effective January 1, 2006: $625 per month Employer contribution to insurances Effective January 1, 2007: $645 per month Employer contribution to insurances 20) Approve continuance of hazardous building at 4152 Cleveland Street Fehst stated we were ready to abate the nuisance on this property, but they were given 60 days to meet ordinances requirements. The contract owner passed away and there was a closing on the property last week. We would like to give him the same time consideration to make the corrections. Williams stated he knows these people, but they have not started any repair work yet. Peterson indicated that he met with the gentleman and was shown the plans, which the Building Official has approved. He has been assured it will be fixed. Peterson stated that we could pursue this in court for two years, but we would rather have the property fixed. Motion by Williams, second by Kelzenberg, to amend the original starting date of the substantial progress within 60 days to the property transfer date of March 8, 2006 for 4152 Cleveland Street, Columbia Heights MN. Upon vote: All ayes. Motion carried. Peterson pointed out that there is a house on that block with 13 cars in the driveway, and a lot of activity that neighbors are not happy with. PUBLIC HEARINGS A) Adopt Emergency Ordinance No. 1506, an interim ordinance for the purpose of protecting the planning process and the health, safety, and welfare of city residents: and regulating transitional housing.in residential neighborhoods. Jeff Sargent, City Planner, stated that transitional housing in the R3 and R4 District should be looked at regarding the health, welfare, etc. of city residents. Motion by Williams, second by Kelzenberg, to \vaive the reading ofOrdina.llce No. 1506 there being ample copies available to the public. Upon vote: All ayes. Motion carried. Motion by Williams, second by Kelzenberg, to adopt Emergency Ordinance No. 1506, an interim ordinance for the purpose of protecting the planning process and the health, safety, and welfare of city residents; and regulating transitional housing in residential neighborhoods. Upon vote: All ayes. Motion carried. EMERGENCY ORDINANCE NO. 1506 AN INTERMI ORDINANCE FOR THE PURPOSE OF PROTECTING THE PLANNING PROCESS AND THE HEALTH, SAFETY, AND WELFARE OF CITY RESIDENTS; AND REGULATING TRANSITIONAL HOUSING IN RESIDENTIAL DISTRICTS The City of Columbia Heights does ordain: Section 1: On May 29,2001, the City of Columbia Heights adopted Ordinance 1428, which is an ordinance relating to and establishing a Zoning and Development plan and revised Zoning Map for the City of Columbia Heights; and, Section 2: Ordinance 1428 and subsequent amendments is officially known as the Columbia Heights Zoning and Development Ordinance; and, Section 3: The Columbia Heights Zoning and Development Ordinance divides the City into five residential districts, three business districts, and two industrial distric - 1 5 -lixed development district; and, City Council Minutes March 13, 2006 Page I I of 14 Section 4: The five residential districts are further classified in the Columbia Heights Zoning and Development Ordinance as R-I, Single Family Residential, R-2A, One and Two Family Residential, R2-B, One and Two Family Residential, R-3, Multiple Family Residential, and R-4, Multiple Family Residential Districts; and, Section 5: The City Council determines it is necessary to undertake a land use study to detennine the impact transitional housing has on the residential neighborhoods, including specifically defining what transitional housing is, where the transitional housing may be located throughout the City, and how close similar transitional housing units may be from one another; and, Section 6: The Columbia Heights City Council finds it necessary and appropriate to prohibit the expansion of existing transitional housing and the introduction of new transitional housing within the City, while the information is gathered regarding existing transitional housing so as to obtain an accurate depiction of the effects such existing transitional housing have in Columbia Heights; and, Section 7: Minnesota Statues, Section 462.355, Subd. 4 allows the City of Columbia Heights to adopt this Interim Ordinance to protect the planning process. The City Council finds that adoption of this Interim Ordinance will protect the planning process and the health, safety and welfare of its citizens while the study provided for in this Ordinance is being conducted; and, Section 8: The Columbia Heights City Council hereby imposes a moratorium on transitional housing in the R-3, Multiple Family Residential District and the R-4, Multiple Family Residential District effective immediately and terminating on March 13, 2007, and recognizing said time period may be shortened by adoption of an Emergency Ordinance by the City Council. Section 9: Activities affected by this moratorium include the establishment of transitional housing and the expansion of transitional housing within the R-3 and R-4 Residential Districts in the City of Columbia Heights for the purpose of protecting the planning process pending completion. Section 10: This Ordinance shall be in full force and effect immediately. B) First reading of Ordinance No. 1507. zoning amendment to the Zoning Code as it relates to swimming pools and hot tubs. Sargent indicated that through communication with a resident on this subject, it was decided to address the issue of fencing for hot tubs. The current code would require a six foot fence, to keep children out, and for visual and noise privacy. Staff feels that hot tubs are less noisy. The code would state that hot tubs may have a top with a lockable cover. If the hot tub is not covered it would need a six foot fence. Diehm questioned if it is "shall" or "may" have a lockable cover? Hoeft stated, "may".. Peterson stated it would be nice to have the Building Official check the site to see if the deck would support it. Motion by Diehm, second by Williams to waive the reading of Ordinance No. 1507, there being ample copies available to the public. Upon vote: All ayes. Motion carried. With further discussion, Diehm indicated the ordinance should read "shall have a top with a lockable cover" rather than may. Motion by Diehm, second by Kelzenberg, to set the second reading of Ordinance 1507 for Monday, March 27,2006 at approximately 7:00 p.m. in the City Council Chambers, with the correction of "may" rather than shall in the ordinance. Williams stated that the Planning and Zoning Commission has recommended this ordinance. Upon vote: All ayes. Motion carried. ITEMS FOR CONSIDERATION - 16 - City Council Minutes March 13, 2006 Page 12 of 14 A) Other Ordinances and Resolutions - none B) Bid Considerations 1) Authorize the Capital Equipment Replacement of Unit #136 GMC 2500 4x4 3/4 ton pickup truck Fehst stated that Steve Synowczynski, Maintenance Supervisor, was present to answer any questions. Peterson stated that these three items are all budgeted items. Williams stated that this bid catne in almost $3,000 under budget. Peterson complimented Synowczynski on the good job he does to obtain such low bids. Motion by Diehm, second by Kelzenberg, to authorize the replacement of Unit #136 and purchase of one (1) new Ford F-350 4x4 pickup truck from Elk River Ford in the amount of $20,229 plus sales tax; and utility box and truck crane from ABM Equipment Inc. in the amount of$8,900 plus sales tax. Funding shall be equally from the Sewer and Water Capital Equipment Replacement Fund, funds 432-49450-5150 and 433-49430-5150. Upon vote: All ayes. Motion carried. 2) Authorize the Capital Equipment Replacement of Unit #180 Ford 2x4 3/4 ton pickup truck, utility box. truck crane and snow plow Williams stated that these items are about $10,000 below the budgeted atnount. Diehm compliments Synowczynski on his "good shopping". Fehst stated that Synowczynski is our employee of the year. Motion by Williams, second by Kelzenberg, to authorize the replacement of Unit #180 and purchase of one (1) new Ford F-350 4x4 pickup truck from Elk River Ford in the amount of $20,229 plus sales tax: and utility box and truck crane from ABM Equipment Inc. in the amount of $8,900 plus sales tax: and snow plow from Aspen Equipment in the amount of $4,013 plus sales tax. Funding shall be equally from the Sewer and Water Capital Equipment Replacement Fund, funds 432-49450-5150 and 433-49430-5150. Upon vote: All ayes. Motion carried. 3) Authorize the Capital Equipment Replacement of Unit #207 Chevrolet Replacement of Unit #207 K2500 4x4 3/4 ton pickup truck, equipped with lift gate and snow plow Diehm questioned what would happen to the equipment being replaced. Synowczynski stated that two of the vehicles would go to auction and one would be handed down to Park and Recreation for secondary use to replace their old police vehicle. Synowczynski indicated again that all ofthese items were budgeted. Diehm questioned the amount this item was under budget. Synowczynski stated $9,972. Motion by Kelzenberg, second by Diehm, to authorize the Capital Equipment Replacement of Unit #207 and purchase of one (1) new Ford F-350 4x4 pickup truck from Elk River Ford in the amount of $20,229 plus sales tax: Lift gate and snow plow from Aspen Equipment in the atnount of $6,009 plus sales tax. Funding shall be from the Park Capital Equipment Fund, 431-45200-5150. Upon vote: All ayes. Motion carried. C) Other Business - none ADMINISTRATIVE REPORTS -17- City Council Minutes March 13, 2006 Page 13 of 14 Report of the City Manager e Met with a group of representatives that signed up to review a presentation to facilitate a community center/gym. School Board members were invited and two were present. Listened to a presentation by Mark Ruff and Jill Schultz, of Ehlers, whom we had recommended to facilitate this process last August. We backed off at that time so the School District could go ahead with their referendum. They were successful, so now it is time to get back to this. Quotes received: Ehlers, also does our bond underwriting; ShardlowlUban, who worked on the Kmart site; and Hoisington-Koegler, who indicated they were too busy to do the study. This contract will come to Council March 27. We are open to all resident suggestions. The Ehlers group sends out three infonnation newsletters to everyone in the community and holds three public hearings to give out all the information we have. Staff and some Councilmembers like that there will be extensive public input in this process. · Hectic day with the snow plowing. We had a lot of calls and hope that people bear with us and that the sun comes out to melt this snow. Williams questioned the wading pools issue. Fehst referred to the cooperative letter received from the County. He indicated that County Commissioner Kordiak came to our defense for County staff to work with us. These pools are very used by our cOlmnunity, and we were going to be forced to do repairs estimated at $100,000 to $300,000. These pools work, they are serviceable, and they are tested every day. They will grandfather us in until any changes are made to the pools. Report of the City Attorney - nothing to report. CITIZENS FORUM - no one came forward. COUNCIL CORNER Kelzenberg · Thanked everyone for their patience with snow removal. The Post Office was without power until noon. o Reminder - no parking on city streets until after March 31. o The passing of Kirby Puckett was sad. " Sad at the passing of my friend, Joe Bidwell. Williams · Citizens were screaming about snow removal, but it was worse to be on the freeways. Fehst stated our crews started at 3:00 a.m. and got stuck trying to push the snow. Fehst stated he was in Wisconsin and it took two hours to go one mile. We were on the job, but it was a tough snow to handle. Peterson indicated that plows had to drive fast and throw the snow far because it was so heavy. It was reported that 120 buses got stuck today. Fehst stated that we had about 11 inches of snow. . Did not make the meeting, but will contact the Police Chief about the house on 46th Avenue. . The School Board feels that decisions on a gym facility have been made without their input. We need proper communication. We should invite them to the work session next Monday. Peterson stated that they meet on the same date. Fehst stated that their representatives could attend. The people notified of the last meeting were those that signed the /ist at the previous meeting. Fehst indicated he spoke to Superintendent Kaldor and asked that everyone be invited. There was a misunderstanding and it was not meant to harm anyone. F ehst stated that the fel - 18 -~at a site has been selected is not true. Diehm City Council Minutes March 13, 2006 Page 14 of 14 stated that we have not even decided what we are considering. Stated there is already a movement against the idea. We need to encourage those against it to be on the conunittee. . Regarding the Star Bar - the Police Chief met with the owner regarding noise issues, which they are taking care of. The Chief gave the owner a copy of the petition that was presented. 8 There has been a rash of thefts. Auto W orId had a tow truck stolen this week. . Pray for the peace and health of our city and citizens. . Spoke of his acquaintance with Kirby Puckett's son. . We have street names for Huset Phase II, but need to work on the half streets. Diehm . March is food shelf month. Empty Bowls fundraiser was very well attended. . Spring session of preschool story time at the Library starts tomorrow. . Free income tax service is available several days a week at the senior center. . Asked Kathy Young if street sweeping that was to start on March 8 would be put off a little while. Young stated it would begin after the snow removal. Peterson . Our Fire Cadets received the 2006 Explorer Post of the Year award. Very proud of this. . Police Reserves received a like honor from the State Police Department. We have active groups. Thanked the Explores and Cadets and our Officers that spend time with them. . April 2 will be the Taste of Columbia Heights at Murzyn Hall from 3:00 to 7:00 p.m. It includes wine tasting. . April 26 at 7:00 a.m. is the Prayer Breakfast at Murzyn Hall. . Lolik play will be March 26 at HDly Cross in NE Minneapolis. . Rock Around The Clock fundraiser will be Friday, March 17, Murzyn Hall, beginning at 6:00 p.m. with a silent auction, food, and live music. Buy a brick forms will be available. . Don't take ourselves too seriously and do a random act of kindness. ADJOURNMENT Mayor Peterson adjourned the meeting at 8:25 p.m. Patricia Muscovitz, CMC Deputy City Clerk/Council Secretary -19- E -A -2-0.. COLUMBIA HEIGHTS PUBLIC LIBRARY BOARD OF TRUSTEES MINUTES March 2, 2006 The meeting was called to order by Chair, Barbara Miller at 7:00 p.m. Those members present were Barbara Miller, Bruce Kelzenberg, Nancy Hoium, Catherine Vesley, and Becky Loader. Absent: Patricia Sowada, Lynette Thomson. It was moved, seconded, and passed to approve the minutes of the February 7,2006, Board meeting as mailed. Bill list dated 2/27/06, was reviewed. It was moved, seconded and passed that they be paid. The accounting was reviewed. Old Business: 1. Staffing update was provided. Thirty-three applications were received for the 2 vacant Page positions and 1 substitute position. Nine candidates will be interviewed, and the successful applicants will hopefully begin training by early April. 2. Courtyard sculpture was once again discussed. The vendor being discussed does not do installation. A new line will be available soon from the shop at the Mall of America; so further discussion was tabled until the April meeting. 3. CybraryN continues to have problems; AI from the County installed another patch. It did not work, and shut down the machines. The County continues to work with the vendor to correct these problems. Wi-fi is ready to go, and we will go live at Columbia Heights after Nothtown. New Business: 1. The information about t.~e UPCOrrlliig Prayer Breakfast on April 26th was shared with the Board. 2. The City version of the 2005 annual report was reviewed and discussed. It was pointed out that the data sheet format has been updated to better reflect the new data being collected with the SIRSI system. 3. The letter dated 2/3/06 to Suzanne Miller, State Librarian, was reviewed. 4. LSTA grant information was reviewed. a. Letter of intent was discussed and an explanation was provided of what the proj ect would entail. b. The role of the Minnesota Digital Library was explained. c. Letter of Support from the Library Board was read and reviewed. It was moved, seconded, and passed to send this letter for inclusion with the grant application. 1 -20- .5. Becky attended an adaptive technology presentation by Triumph Technology.. The products demonstrated were for low vision and also blind individuals. There was much discussion concerning measures that could be adopted in individual library buildings that would address these issues. 6. Dana Weigman' s report about the Hubbs Children's Literature Conference she attended was reviewed. 7. Bruce Kelzenberg informed the Board that a discussion with the consultant being retained for the needs assessment study will be held during the work session on Monday, March 6, 2006, beginning at 4:00 p.rn. Board members Catherine Vesley and Barbara Miller requested that they would like to be included in any citizens committee that the Council may be planning to organize concerning a community center. There being no further business the meeting was adj oumed at 8: 1 0 p.rn. Respectfully submitted, C-) ", ''--y"J f / .... 4 .......JfL~.1..{) / /1, 70c.~1-' ~anine M. Schmidt Secretary to the Library Board of Trustees. The City of Columbia Heights does not discriminate on the basis of disability in the admission or access to, or treatment or employment in, its services, programs, or activities. Upon request, accommodation will be provided to allow individuals with disabilities to participate in all City of Columbia Heights services, programs, and activities. 2 -21- .~-I1-}-b City of Columbia Heights Park and Recreation Commission February 22, 2006 THESE MINUTES HAVE NOT BEEN APPROVED. Eileen Evans called the meeting to order at 6:30 p.m. ROLL CALL Members present: Eileen Evans; Jerry Foss; Stan Hoium; Kevin McDonald; Tom Greenhalgh; David Payne; Marsha Stroik; Keith Windschitl, Recreation Director; Kevin Hansen, Public Works Director/City Engineer Gary Peterson Tom Sherohman Absent: Also present: APPROVAL CONSENT AGENDA Motion to approve consent agenda by Foss; second by Greenhalgh. All ayes, motion carried. LETTERS AND REQUESTS Request from the Columbia Heights High School "Heights High Alumni Get-Together" Committee for rental fees to be waived on Murzyn Hall for their class reunion on Sunday April 30, 2006. Tom Sherohman attended the meeting to discuss the details of the reunion. He stated that all the proceeds from this event would benefit scholarship funds for Columbia Heights High School. Recreation Director Windschitl stated that we would need to clean up from the event the previous evening and typically we charge a $40.00 entry fee aild $15.00 per hour of rental on these types of events. Commission member McDonald asked how much money was raised in previous years for scholarships. Sherob..man replied that this will be the first tlme for this particular event and they are expecting between 200 and 400 people. This particular alumni get-together is taking place of the former Columbia Heights "Old Timers" event. McDonald suggested that we should to charge something to cover the labor cost for the day. Windschitl added that this is a Columbia Heights sponsored event and recommended the $40.00 - $15.00 per hour charge. Sherohman stated that their alumni council agreed that the $40/$15 charge was fair. Motion by McDonald to charge a $40.00 entry fee and $15.00 per hour of usage in order to cover labor costs, second by Payne. All ayes, motion carried. OLD BUSINESS Public Works Director/City Engineer Hansen informed the commission that the City Council established March 22, 2006 as the public hearing date for the ball field lights at Prestemon Park. Commission member Hoium asked how the public was informed of the meeting. Hansen said residents between 40th St. and 38th St.; and between Cleveland Ave. and McKinley St. would be notified of the public hearing. Windschitl stated that -22- Park & Recreation Commission March 22, 2006 2 Prestemon Park is one of the best fields in the City, but we are not able to use it often due to darkness. Adding lights to this field would allow the Recreation Department to enhance the existing programs and also allow us to create new programs both for youth and adults. Youth games would happen on weeknights between 6:00 p.m. and 8:00 p.m. The adult leagues would run based on numbers of teams, but the last game would start between 9:00 and 9:15 p.m., these are I-hour games and are not played on all weeknights. Evans asked how the lights would be turned on and off. Windschitl responded that it would be done by a key or remote, which is typically controlled by the umpire of the game. Hansen also commented that it would be a positive addition to include lighting for the walking trail and even the area in and around the playground. The commission discussed the availability of the members on March 22; many members could not be present at that date. Motion by Foss to hold the public hearing for community input on March 29th at 6:30 p.m. in the Senior Center at Murzyn Hall, second by Greenhalgh. All ayes, motion carried. NEW BUSINESS Hansen discussed the neighborhood and citizen involvement in the Sullivan Lake Park planning process. Items of discussion included having an ADA accessible trail, which would need to be 8-feet wide to accommodate all users, the playground and shelter areas. Hansen suggested putting together some sketches for the park improvements and having a public hearing sometime in April or May. McDonald commented that many people use Sullivan Park for picnics and it would be i.1ice to have more sheltered picnic areas and a better playground area. Hansen indicated staff would work on putting together preliminary improvement plans and report back to the commission. REPORTS RECREATION DIRECTOR V/indschitl informed the COlTIlrJ.ssion that the Anoka County Parks Department has asked for City Council support and a resolution to be passed so they can apply for a grant that will including upgrades at Kordiak Park for trails and park facilities. PUBLIC WORKS DIRECTOR/CITY ENGINEER Hansen reported to the commission that the City Manager Walt Fehst contacted the Anoka County Commissioner Jim Kordiak. Anoka County has indicated they will "grandfather" the City of Columbia Heights to open the park wading pools this year by conducting minor modifications on the pools before opening them this year. Greenhalgh commented that by opening the wading pools this year will allow us time to finish other park projects before deciding how to handle the condition ofthe wading pools for future use. -23- Park & Recreation Commission March 22, 2006 3 COMMISSION MEMBERS Commission member Stroik asked if the Jamboree was being held as usual. Windschitl commented that the Lion's Club is looking for a larger beer tent area; there will be a carnival and men's softball tournament. Holding a car show is in question at this point, but the parade will still be on Friday and the fireworks on Saturday. Depending on where the beer tent is located the fireworks show may need t6 be modified. Commission member Foss inquired on the outcome from the joint City Council and the School Board meeting regarding gym space needs. Windschitl responded that everyone appeared to be in support of addtitional gym space in Columbia Heights. The School District was asked to help fund the research for added gym space and they were uncertain at that time if they could commit to that funding. Three major points of concern are: the possible locations, the number of gyms and who would be a partner in the construction and running of a new facility. Foss commented that the School Board previously said they would support more gym space in the city if the referendum passed. The City Council has budgeted money for this project so this gym space issue will move forward and the Mayor has made it a priority. ADJOURNMENT Eileen Evans adjoumedthe meeting at 7: 15 p.m. Deanna Saefke Recreation Clerk Typist II -24- S-A-l-L, OFFICIAL PROCEEDINGS COLUMBIA HEIGHTS TRAFFIC COMMISSION MARCH 13, 2006 f!fi?7?.7"1~..", '\'t::~~,';j]f; L1fr?i"p~,.,.. " l\!\.J,1 "'" <....cciJ"I''R'S ~ t'll."~?l~{ Ci l~llr:p;I: ..l......;~ ~ Chairperson Carlson called the meeting to order at 6:00 p.m. 1. ROLL CALL Members Present: Anderson, Carlson, Stumpf, Sturdevant Members Absent: Goodman Staff Present: Kathy jean Young, Assistant City Engineer Tom Johnson, Police Chief Council Liaison: Bruce Kelzenberg II. APPROVAL OF NOVEMBER 7, 2005 MINUTES Motion by Sturdevant, second by Anderson, to approve the minutes of November 7,2005 minutes. Motion carried unanimously. III. OLD BUSINESS A. SURVEY TO RESTRICT PARKING ON RESIDENTIAL STREETS NEAR THE HIGH SCHOOL. At the October 2005 meeting, residents commented that on-street parking during the school day continues to be a problem. Chief Johnson suggested the Traffic Commission consider "Two hour parking during school days" on the following streets: Fillmore Street from 49th Avenue to Pierce Terrace Lincoln Terrace from 1215 to 1406 Lincoln Terrace and 1415 Lincoln Terrace Molan Terrace 50th Avenue/Buchanan Place from 1180 50th Avenue to 1332 Buchanan Place The Traffic Commission directed staff to conduct a written survey of property owners in the area outlined above to determine if there is support for "two hour parking" restrictions on school days. Staff sent out letters with retum post cards to 57 affected residents. Only 17 cards Were returned with 7 in favor of two hour parking restrictions and 10 not interested in parking restrictions. -25- Official Proceedings Columbia Heights Traffic Commission March 13,2006 Page2 Kelzenberg indicated he felt no one is checking on where the kids are parking. The school district has ample parking in the parking lots that are provided. Motion by Carlson, second by Stumpf, to deny requests to restrict parking on residential streets near the high school. Motion carried unanimously. IV. OTHER OLD BUSINESS None. V. NEW BUSINESS A. REQUEST TO REVIEW TURNING MOVEMENTS ON 37TI-1 AVENUE AT CENTRAL AVENUE At the last meeting the Police Chief requested the intersection of 3 7th Avenue and Central Avenue be reviewed for possible designation of right turn only from westbound 3 ih A venue to northbound Central Avenue. This was reviewed and approved by the Traffic Commission in 1999. At that time, the requested right turn only lane designation of the northerly westbound lane of 3 ih Avenue was denied by Council. Discussion continued as to the appropriate lane designation that would best serve . the intersection of 3 7th Avenue and Central Avenue. Westbound traffic is evenly split between right turning traffic versus left and straight ahead traffic. Designating right turn only would reduce confusion at the intersection. Chairperson Carlson indicated he felt the north lane of 37th Avenue should be a right turn only lane. Currently there is no parking from Tyler Street to Central Avenue. Staff will look at the MUTCD for recommended distance for signage. Chairperson Carlson asked about the westbound travel lane between Central Avenue and vall Buren Street. Currently there is no parking on the north side of the westbound travei lane and there doesn't seem to be a problem caused by no parking. Motion by Anderson, second by Sturdevant, to designate the north lane of westbound 3 ih Avenue right turn only from Tyler Street to Central Avenue. Motion carried unanimously. -26- Official Proceedings Columbia Heights Traffic Commission March 13, 2006 Page 3 VI. OTHER NEW BUSINESS None. VII. REPORTS A. CITY ENGINEER None. B. POLICE CHIEF None. C. COMMISSIONERS Chairperson Carlson asked about the striping on Stinson Blvd. between 38th and 39th Avenue. Staff indicated that the change in lane striping was required by MnJDOT as part of St. Anthony's project. Commissioner Stumpf indicated he would be resigning in June as he would be moving to northern Minnesota. VII!. A nJOURNMENT Motion by Anderson, second by Stumpf to adjourn the meeting at 6:45 p.m. Motion carried unanimously. Respectfully submitted J~ Traffic Commission Secretary -27- COLUMBIA HEIGHTS - CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: Consent NO: 5-A-3 ORIGINATING DEPARTMENT: Administration ITEM: Establish Work Session Meetings for April 3, 2006 NO: BY: Walter R. Fehst DATE: March 21,2006 CITY MANAGER'S APPROVAL BY:~ It is suggested to schedule a City Council Work Session for Monday, April 3, 2006 beginning at 6:00 p.m. in Conference Room 1 and to schedule a joint meeting with the School Board at 7 :30 p.m. at the School District Office. RECOMMENDED MOTION: MOTION: Move to schedule a City Council Work Session for Monday, April 3, 2006 beginning at 6:00 p.m. in Conference Room 1 and to schedule a joint meeting with the School Board at 7:30 p.m. at the School District Office. COUNCIL ACTION: -28- COLUMBIA HEIGHTS - CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: NO: Consent 5 -A _L( ORIGINATING DEPARTMENT: CITY MANAGER'S ITEM: Board/Commission Appointments BY: Walt Fehst DATE: March 20,2006 CITY MANAGER'S APPROVAL BY: & ,~U, DATE: r NO: The following Board and Commission members have expressed interest to be re-appointed to their current positions: Board or Commission Name Library Board Barb Miller - 3 year term Catherine Vesley - 3 year term Park and Recreation Commission Eileen Evans - 5 year term Marsha Stroik - 5 year term David Payne - 2 year term Kevin McDonald - 2 year term Planning & Zoning Commission Rob Fiorendino - 4 year term Police & Fire Civil Service Harold Netkow -3 year term Telecommunications Commission Kenneth Henke - 2 year tenn Bob Buboltz - 2 year term Dan Swee - 2 year term Bradley Peterson - 2 year term Trl'lffic Commission Ed Carlson - 4 year term Joseph Goodman - 4 year term MOTION: Move to re-appoint to the Library Board - Barb Miller and Catherine Vesley for three year terms; to the Park and Recreation Commission - David Payne and Kevin McDonald for two year terms and Eileen Evans and Marsha Stroik for five year terms; to the Planning and Zoning Commission Rob Fiorendino for a four year. term; to the Police and Fire Civil Service Commission -Harold Netkow for a three year term; to the Telecommunications Commission - Kemleth Henke, Bob Buboltz, Dan Swee and Bradley Peterson for two year terms; and to the Traffic Commission- Ed Carlson and Joseph Goodman for four year terms effective April!, 2006. COUNCIL ACTION: -29- CITY COill'~CIL LETTER Meeting of March 27,2006 AGENDA SECTION: Consent 5- A - 5 NO. ITEM: Accept grant and approve State contract to NO participate in Safe & Sober Program May 22, 2006 to June 4, 2006 ORIGWATWG DEPARTMENT POLICE BY: Thomas M. Johnson DATE March 9, 2006 CITY MANAGER APPROV BY: &:- DATE: BACKGROUND The Columbia Heights Police Department has once again been invited by Minnesota Safe and Sober program to apply for a $3,000 Safe and Sober grant. This grant allows the Department to place additional officers on the streets in four-hour increments in order to detect, deter, and cite for moving traffic violations in our city. Emphasis is placed on seat belt use, which we know saves lives, and arresting impaired drivers. ANALYSIS/CONCLUSION The Columbia Heights Police Department has trained our personnel to the level required by the Safe and Sober program in order to participate in this program. We have researched the program and have obtained a commitment from our officers that they will make themselves available to participate in this program by signing up for overtime shifts during their off duty time. The Columbia Heights Police Department believes this program will benefit our city and its citizens. RECOMMENDED MOTION: Move to authorize the Mayor and the Chief of Police to enter into a contract with the State of Minnesota Department of Public Safety for a Safe and Sober overtime grant in the amount of $3,000. TMJ :mld 06-045 COUNCIL ACTION: -30- STATE OF MINNESOTA GRANT CONTRACT This grant contract is between the State of Minnesota, acting through its Commissioner of Public Safety. Office of Traffic Safety. 444 Cedar Street Suite 150. St. Paul. Minnesota. 55101-5150 ("State") and Columbia Heillhts Police Deoartment 559 Mill Street. Columbia Heights. Minnesota 55421 ("Grantee"). Recitals 1 Under Minn. Stat. 99 4.075 and 299A.01. Subd 2 (4) the State is empowered to enter into this grant contract. 2 Federal Funds for this grant contract are provided under the U. S. Department of Transportation's State and Community Highway Safety Program, Catalog of Federal Domestic Assistance (CFDA) Number 20.600. .This grant contract is funded through the Minnesota Department of Public Safety, Office of Traffic Safety's project entitled Memorial Dav Mobilization Grants. number 06-04-03. 3 The State is in need of. well-publicized, increased enforcement of traffic safety laws related to the use of passenger protection systems. . . 4 The Grantee represents that it is duly qualified and agrees to perform all services described in this grant contract to the satisfaction of the State. Grant Contract 1 Term of Grant Contra~t _ 1.1 Effective date: Mav 1. 2006, or the date the State obtains all required signatures under Minnesota Statutes Section 16C.05, subdivision 2, whichever is later. Once this grant contract is fully executed, the Grantee may claim reimbursementJor expenditures incurred pursuant to Clause 4.2 of this grant contract. Reimbursement s will only be made for these expenditures made according to the terms of this grant contract. 1.2 Expiration date: June 30. 2006. or until all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms. The following clauses survive the expiration or cancellation of this grant contract: 8. Liability; 9. State Audits; 10. Government Data Practices and Intellectual Property; 12. Publicity and Endorsement; 13. Governing Law, Jurisdiction, and Venue; and 15. Data Disclosure. 2 Grantee's Duties The Grantee, who is not a state employee, will: Participate in the Safe & Sober Memorial Day enhanced enforcement period which is further defined as: · Schedule and conduct additional enforcement focusing on seat.belt and child seat use during daylight hour~ between the dates of May 22 and June 4, 2006. No other dates are. eligible for reimbursement It is expected these will be overtime hours; in cases where a part-time officer works additional hours, those hoUrs would be reimbursable. · The enforcement agencies covered by this .grant are the Columbia Heights Police Department and partners: no partners. The Grantee is the fiscal agent for the partners. · Schedule and conduct informal seat belt surveys at no fewer than three sites during each of the following three time periods: from April 24 through April 30, from May 14 through May 21, and from Jlme 5 through June 11, all in 2006. The same sites at similar times of day and days of week are to be used for each set of surveys. Information on conducting the informal surveys is available from the State. Results will be given to the State in reports. la Inform the. media of the Safe & Sober seat belt and child seat enforcement and keep them apprised of plans, results, and issues. Through the media and other outlets, inform the public of the program and issues. Information kits with samples and suggestions for publicizing the effort to the Grantee's community will be produced by the State and mailed to all agencies named in this Grant Contract. · Each agency named in this Grant Contract will separately submit a short mobilization report covering two time periods: from May 7 through May 13, 2006 (unfunded) and from May 22 through June 4, 2006 on or before noon on Thursday June 8th, 2006. A report form will be provided by the State that will collect the number of seat belt and child seat citations separately for the two time periods separately. The short reports cover only seat belt and child seat citations written (whether or not on Grant reimbursed hours) FFY 06 Traffic Safety Grant (Rev. 08/05) . - 3 1 - . Page 1 during those time periods and the results of the requITed informal seat belt surveys. ... The Grantee as lead agency will submit one full wave report on or before June 29, 2006 for the Memorial Day time period -- covering all the agencies named in this Grant Contract together, during Grant reimbursed hours only, on a form provided by the State. Officer activity logs to gather the enforcement data are available from the State. Grantee will comply with the Single Audit Act Amendments of 1996 and Office of Management and Budget Circular A-133. Federal Audit Requirements is attached and incorporated and made part of this grant contract. See Exhibit A. 3 Time The Grantee must comply with all the time requirements described in this grant contract. ~ the performance of this grant contract, time is of the essence. 4 Consideration and Payment , .4.1 Consideration. The State \\'ill pay for all services performed by the Grantee under this grant contract as follows: (1) Compensation. The Grantee will be reimbursed all amount not to exceed $3000.00 for salaries and fringe .benefits related to additional patrolling hours focused on seat belt and child seat use from May 22 through June 4, 2006. Revisions to the budget are not allowed.. . (2) Travel Expenses. Travel Expenses are not allowable for reimbursement under this grant contract. (3) Matching Requirem,ents. (If Applicable.) Grantee certifies that the following matching requirement, for the grant contract, will be met by the Grantee: $0.00. (4) Indirect Costs and Fringe Benefits. No Indirect Costs are allowed under this grant contract. The State has an o1?ligation to determine if any fringe benefit costs to be reimbursed by this grant contract are reasonable. If requested, the Grantee must furnish an explanation of the basis for such rates. Fringe 'benefits must be accounted for separately froin overtime salary costs on back~up do6ument~tion of invoices. (5) TotalObligation. The total obligation oithe State for all compensation and reimbursements to the Grantee under this grailt contract will not exceed $3000.00.. , 4.2 Payment '_ . (1) Invoices. The State will promptly pay the Grantee after the Gra.~tee presents an itemized invoice for the , services actually performed and. the State's Authorized Representative accepts the invoiced services. Invoices must be submitted timely and accordmg to the following schedule: . . , Itemized invoices will be filed in arrears on a form provided bv the State. At a minImum. one invoice will be due on Julv 14. 2006. All claims for reimbursement shall be supported by written documentation including receipts, invoices, and personnel time reports. . Final invoice containing any corrections to previous invoices must be received bv July 31. 2006. (2). Federal funds. (Where applicable, if blank this section does not apply) Payments under this, grant contract will be made from federal funds obtained by the State through Title 23 CFDA number 20.600 of the State and Community Highwav Safety Act of 1966 and amendments thereto. The Grantee is responsible for compliance. with all federal requirements imposed on these funds and accepts full financial responsibility for any requirements imposed by the Grantee's failure to comply with federal requirements. 5 Conditions of Payment All services provided by the Grantee under this grant contract must be performed to the State's satisfaction, as determined at the sole discretion of the State's Auf _ 3'2 J Representative and in accordance with all applicable FFY 06 Traffic Safety Grant (Rev. OS/05) ,. .Page 2 " federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation offederal, state, or local law. 6 Authorized Representative The State's Authorized Representative is Susan 1. Palmer. State Program Admil'1istrator. Suite 150. 444 Cedar street. St. Paul. Minnesota 55101-5150. Phone: (651) 296-8512, or his/her successor, and has the responsibility to monitor the Grantee's performance and the authority to accept the services provided under this grant contract. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment. The Grantee's Authqrized Representative is Paul Bonesteel. Columbia Heights Police Department. 559 Mill Street. Columbia Heights Minnesota 55421 Phone: 763-706-3750. If the Grantee's Authorized Representative changes at any time during this grant contract, the Grantee must immediately notify the State. 7 Assignment, Amendments, Waiver, and Grant Contract Complete. 7.1 Assignme~t. The Grantee may neither ~ssign nor transfer any rights or obligations under this grant contract without the prior consent ofthe State and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this grant contract, or their successors in office. 7.2 Amendments. Any amendment to this grant contract must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original grant contract, or their successors in office. Minor changes in the tasks and budget of this grant contract may be made if . requested in writing on behalf of the Grantee and if approved in writing by the State. Changes requiring the approval of the U.S. Department of Transportation or resulting in reimbursement.claims in excess of$3000.00 . are not minor changes. . 7.3 Waiver. If the E)tate fails to enforce any provision of this grant contract, that failure does not waive the provision or its right to enforce it. . 7.4 Grant Contract Complete. This grant contract contains all negotiations and agreements between the State and . the. Grantee. No other understanding regarding this grant contract, whether written or oral, may be used to bind either party. . 8 Liability Th~ Grantee must indemnify;save, and hold the State, its agents, and employees harniless from any claims or causes of action, mcluding attorney's fees incurred by the State, arising from the performance of this grant contract by the Grantee or the Grantee's agents or employees. . This clause will not 1?e construed to bar any legal remedies the Grantee may have fOT the State's failure to fulfill its obligations under this grant contract. 9 State Audits . Under Minn. Stat. ~ 16C.05, subd. 5, the Grantee's books, records, documents, and accounting procedures and practices relevant to this grant contract are subject to examination by the State and/or the State Auditor or Le~slative Auditor, as appropriate~ .for a ininimum of six years from the end of this grant contract. 10 Government Data Practices and Intellectual Property 10.1 . Govemment Data Practices. The Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. ~ ChI 13, as it applies to all data provided by the State under this grant contract, and . as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee uI.1der this grant contract. The civil remedies of Minn. Stat. ~ 13.08 apply to the release of the data referred to in this clause by either the Grantee or the State. . If the Grantee receives a request to release the data referred to in this Clause, the Grantee must immediately notify the State. The State will give the Grantee instructions concerning the release of the datato the requesting party before the data is released. 10.2 . Intellectual Property Rights. All reports, studies, photographs, negatives, computer programs or other documents prepared by the Grantee in the perf=3j~::e of its obligation under this "grant contract shall be the FFY 06 Traffic Safety Grant (Rev. 08/05). Page 3 exclusive property offue State. The Grantee may continue to use the materials to promote highway safety, but may not sell or offer for sale any physical or electronic documents developed under this grant contract, unless a . plan to record such sales and make the proceeds availabl~ for traffic safety purPoses .is approved by the State. llViorkers' Compensation The Grantee certifies that it is in compliance with Minn. Stat. 9 176.181, subd. 2, pertaining to workers' compensation insurancy coverage. The Grantee's employees and agents will riot be consIdered State.employees. 'Any claims that may arise under the MiImesota Workers' Compensation Act on behalf of these employees and R-ny . claims made by any third party as a consequence. of any act or omission on the part of these employees are in no way the State's obligation or responsibility. . 12 Publicity and Endorsement , '12.1 Publicity. Any publicity regarding the subject matter of this grant coritract must identify the State as the sponsoring agency and must not be released withoufprior written approval from the State's Authorized Representative. For purpose~ of this provision, publicity includes notices, informational pamphlets, press releases, research, reports; signs, and similar public notices prepared by or for the Grantee individually or jointly with oth~rs, or any subcontractors, with respect to the program, publications, or services provided resulting from this grant contract. . . 12.2 Endorsement. The Grantee must. not claim that the State endorses its products or services. 13 Goverlling Law, JuriSdiction, and Venue . Minnesota law, without regard to its' choice-of-Iaw provisions, governs this grant contract. .venue for all legal proceedings out of this grant contract, or its breach, must be in the appropriate state or federal court with competent jurisdiction ii1 Ramsey County, Minnesota. 14 Termination 14.1 Termination by the State. The State may cancel this grant contract at any time, with or without cause, upon 30 days' written notic.e to the Grantee.. Upon termination, the Grantee will be entitled to payment, determined. on a pro rata basis, for services satisfactorily-performed. . . 14.2 Termination for Insufficient Funding. The State may iminediately terminate this grant contract if it does not obtain funding from the Minnesota Legislatui-e, or other funding soqrce; or if funding calmot be continued at a level suffiCient to allow for the payment of the services covered here. If for any reason the State is . prohibited in any way from using such funds to reimburse the Grantee for any of the costs set forth herein, then this grant contract shall be null and void and the State shall have no direct or indirect obligation to reimburse the Grantee. Termination nmst be by writt.en or fax notice to the Grantee. The State is not obligated to pay for . ., .' ,. .. . any services that are provided after notice and effective date OfteIininaticin. However, the Grantee Will be entitled to p~yment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State' will not be assessed any penalty if the grant contract is terminated because of the decision of the Minnesota Le.gislature, or other funding source, not to appropriate funds. The State must provide the Grantee notice of the lack of funding within a reasonable time of the State receiving that notice. 14.3 Terminationfor Failure to Comply. When the State finds that there has been a failure to comply with the provision of this grant contract or with the provisions of the incorporated Exhibits or that the purposes for the funds have not been, or will not be fulfilled, notwithstanding any other provisions 6fthis grant contract t~ the contrary, the State may take $uch action as it deeID$ necessary and appropriate to pr6tec~ithe .interest of the State of Minnesota, including the refusal to disburse additional funds and requiring the repayment. of any funds already disbursed. 15 Data Disclosure Under Minn. Stat. 9270.66, and other applicable law, the Grantee consents to 'disclosure of its social security n':1mber, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state. tax laws which could result in action requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any, or pay other state 1iabilities~ . . -34- FFY 06 Traffic Safety Grant (Rev. 08/05) Page 4 16 Equipment . 16.1 Purchase of Equipment. Any equipment purchased under this .grant contract shall be used primarily for traffic safety purposes during the life of the equipment. The Grantee may not deviate from this requ,irement and may not dispose of any equipment unless it has flIst obtained permission from the State. Only, equipment specified in this grant contract n;tay be purchased. 16.2 Respoitsibility for Equipment. The Grantee shall be responsible for all operating, maintenance, and. repair costs of equipment purchased under this grant contract unless otherwise specified. Title to equipment acquired under this grant contract shall vest upon the Grantee. 17 Other This grant contract is subject to all applkable federal and state statutes and regulations, including, but not limited to the following:. . 17.1 Section 504 of the Rehabilitation Act of 1973 {29 D.S.C. 794) and 49 CFR Part 27 which relates to handicapped persons. 17.2 49 CFRPart 23 - Participation by minority enterpnses in Department of Transportation Programs; 49 CFR Part 29 Subpart F - The Drug-Free Workplace Act of 1988; 23 US.C. 101 Note and 41 D.S.C.10a-Buy America Act; and 49 CFR Part 29 - Certification Regarding Debaiment and Suspension. These provisions are incorporated by reference and made a part of this grant contract. 17.3 Title VI of the Civil Rights Act of 1964, as amended. 17.4 The Grantee certifies that the Grantee has a current safety belt use policy. FFY 06 Traffic Safety Grant (Rev. 08/05) -35- Page 5 J . 1. ENCUM:BRANCE VEiUFICATION ' Individual certifies thai funds have been encumbered as required by Minn. StaL is 16A.15 aiul16C.05: Signed: Date: Grant Contract No. '2. GRANTEE The Grantee certifies that the appropriate person(s) have exeCuted the grant contract on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances. , By: Title: Chief of Columbia Heights PoIiqe Date: -36- 3. STATE AGENCY By: (with delegated 'authority) Title: Director. Office of Traffic ~afetv Date: Distribution: DPSIF AS Grantee State's Authorized Representative Exhibit A, Page 1 of 2 . FEDERAL AUDIT REQUIREMENTS 1. For subrecipien'ts that are state or local oovernments. non-profit organizations. or Indian tribes If the grantee expends total federal assistance of $500,000 or more per year, the grantee agrees to obtain either a single audit or a program-specific audit made for the fiscal year in accordance with the terms of the Single Audit Act Amen.dments of 1996. Audits shall be made annually unless the state 'or local government has, by Janualy1, 1987; a constitutional.or statutory requirement for less frequent audits. For thos'e governments, the federal . . cognizant agency shall permit biennial audits, covering both years, if the government so requests. It shall also hOnor requests for biennial audits by governments that have an administrative policy calling for audits less frequent than anrlUal, "but only audits prior to 1987 or administrative poliCies in place prior to January 1, 1987. For subrecipients that are institutions of hioher education or hospitals If the grantee expends total direct and indirect federal assistance of $500,000 or more per year, the grante'e agrees to obtain a financial and compliance audit made in accordance with OMS Circular A-11Q "Requirements . for Grants and. Agreements with Universities, Hospitals and Other Nonprofit ,Organizations" as applicable. The audit shal~ co"ver eithe~ the entire organization or all federal funds of t~e organization. '. The' audit must determine whether the subrecipient ~pent federal assistance funds in accordance with applicable laws and regulations. 2. The "audit shall be' made by an independent ~uditor. An independent auditor is a state or local gbverr)ment auditor or a public accountant who meets the independence standards specified in the General Accounting Office's "Standards for Audit of Governmental Organizations, Programs, Activities, and Functions." 3. The audit report shalrstate that the audit was performed in. accordance with the provision~ of OMS Circular A-133 (or A-110 as applicable). The reporting requirements for audit reports shall be in. accordance with the'American Institute of Certified Public Accounts' (AICPA) audit guide, "Audits of State and Local Governmental Units," i~sued in 1986. The federal government has approved the use,of the audit guide. . . I In addition to th~ audit report, the recipient shall provide comments On the findings and recommendations in the report, including a plan for corrective action tak~n or planned 'and comments on the status of corrective action ta~en on prior findings. If corrective action is not necessary, a statement describing the reason it is not should accompany the audit report. 4. The grantee agrees that the grantor, the Legislative Auditor. the State Auditor. and any independent auditor designated by the grantor shall have such access to grantee's records and finanCial statements as may be necessary for the grantor to coni ply with the Single Audit Act Amendments of 1996 and ~MS Circular A-133. 5. Grantees of federal financial assistance from subrecipients are also required to comply with the Single Audit Act and OMS Circular A-133. -37- (10/05) Exhibit A., Page 2 of 2 6. . The Statement of Expenditures form can be used for the schedule of federal assistance. 7. The grantee agrees to retain doc.umentation to support the schedule of federal assistance fat at least four years. 8. Required audit reports must be filed with the State Auditor's Office, Sinale Audit Division..and with federal and state aQencies providina federal assistance, and the Department of PublicSafetv within nine months of the arantee's fiscal year end. . OMB Circular A-133 requires recipients of more than $500,000 in federal funds to submit one copy of the audit report within 30 days after issuance to the central clearinghouse at the following address: Bureau of the Census Data Preparation Division 1201 East 10th Street Jeffersonville, Indiana 47132 Attn: Single Audit CI~aringhouse The Department of Public Safety's audit report should be addresseq to: Minnesota Department of Public Safety . Office of ~iscal and Administrative Services 444 Cedar Street Suite 126, Town Square St. Paul, MN 55101-5126 -38- (10/05) CITY COU""NClL LETTER Meeting of March 27, 2006 AGENDA SECTION: Consent NO. ITEM: Enter Joint Cooperative Agreement for Anoka- Hennepin Narcotics & Violent Task Force & approve NO: payment of $4,596 Federal Grant Match 5-A-1o ORIGINATING DEPARTMENT POLICE BY: Thomas M. Johnson DATE March 21,2006 /./ BACKGROUND After reviewing the drug activity in the city of Columbia Heights during 2004 and 2005, it was determined that the Columbia Heights Police Department should have an active member in the Anoka/Hennepin Drug Task Force. In the 2006 Police Department budget, a 25th officer was added in order to place an officer with the Drug Task F orce. We are currently hiring and training the street officer who will take the place of a veteran street officer, who will then be assigned to the Drug Task Force. We are hoping to have this officer assigned to the Drug Task Force by June 2006. This will be a two-year commitment. In order to be part of the Anoka/Hennepin Drug Task Force, the City must enter into a Joint Powers Agreement with the rest of the Task Force. ANALYSIS/CONCLUSION We have determined that up to 80 percent of the crime committed in our city is drug related. The number of drug cases investigated by the Anoka/Hennepin Drug Task Force in the city of Columbia Heights continues to grow and each year becomes a greater concern for the Police Department. In order to maintain good intelligence information between the Drug Task Force and our department, in order to stay on top of the drug issues in our city, and in order to be proactive in the fight against drugs in our community, the Police Department is recommending to the City Council that we enter into a Joint Powers Agreement with the Anoka/Hennepin Drug Task Force to have a Columbia Heights police officer assigned to the Task Force. This assignment would be for a minimal two-year commitment. The officer will be paid by the City of Columbia Heights, with some expenses being covered by a federal grant under which the Task Force is now working. The City of Columbia Heights' share of the federal grant for 2006 is $4,596. This is a full share for 2006, and will entitle us to a full share of any forfeiture money the Task Force takes in during 2006. We are also recommending that the $4,596 be paid for through unexpended funds in the 2006 Police Department budget, Personal Services section. RECOMMENDED MOTION: Move to all-thorize the Mayor and the City Manager to enter into a Joint and ,..., " A ,,. th,. " 1 1 . .", ,.,1 ~ 1 H 'l'T ' 1 'l;T' 1 ,..,' T k' cooperaTIve . greemem ror Ie IOrIDanOn ana aWl.Iill1srranon or me riJ.'"10lCa- J.ennepm'larcotics fu'"1a v 10 ent \....TI111eS _ as_' Force and to approve the payment of $4,596 as the City's part of the 2006 federal grant match, with funds to come from the unexpended funds in the 2006 Police Department budget, Personal Services section. TMJ:mld 06-057 COUNCIL ACTION: -39- To: Columbia Heights Police Department 590 40th Ave NE Columbia Heights MN 55421 From: Lieutenant Paul Sonnller Anoka County C.I.D. Re: 2006 Anoka-Hennepin Narcotics & Violent Crimes Task Force' Date: March 14, 2006 DESCRIPTION: 2006 match share of the Anoka-Hennepin Narcotics & Violent Crimes Task Force Budget. AMOUNT DUE: $4,596 DATE DUE: 04/14/2006 REMIT TO: Anoka County Government Center Finance & Central Services Attn: Colleen Carlson 2100 3rd Avenue Anoka, MN 55303 Please mark payment: "Task Force Match Share", or enclose a copy of this invoice. If you have any questions, please contact Lt. Paul Sommer at 763-323-5045. -40- Anoka - Hennepin Narcotics and Violent Crimes Task Force 2006 Grant Match Fund Obligation 1) Sheriff Bruce Andersohn Anoka County Sheriff's Office 325 East Main Street $18.384 Anoka, MN 55303 323-5000 2) Chief Edward Wilberg Anoka Police Department 2015 - 1st Avenue North $4.596 Anoka, MN 55303 576-2800/Direct: 576-2831 3) Chief David Johnson Blaine Police Department 10821 Town Square Drive NE $4.596 Blaine, MN 55434 784-6100/Direct: 785-6125 4) Chief Scott Bechthold Brooklyn Center Police Department 6645 Humboldt Avenue North $4.596 Brooklyn Center, MN 55430 569-3333/Direct: 503-3201 5) Chief Wade Setter Brooklyn Park Police Department "h $9.192 5400 - 85r1 Avenue North Brooklyn Park, MN 55443 424-8013 6) Chief Dave Schwarze Champlin Police Department 11955 Champlin Drive $4.596 Champlin,MN55316 7) Chief Thomas Johnson $4.596 Columbia Heights Police Department 590 40th Ave NE Columbia Heights, MN 55421 706-3750 -41- Anoka - Hennepin Narcotics and Violent Crimes Task Force 2005 Grant Match Fund Obligation 8) Chief Steven Wells Coon Rapids Police Department 11155 Robinson Drive NW. $13.788 Coon Rapids, MN 55433 767-6481 9) Chief Donald Abbott Fridley Police Department 6431 University Avenue NE. $4,596 Fridley, MN 55432 572-3629 10) Chief Mona Dohman Maple Grove Police Department 9401 Fernbrook Lane North $4,596 Maple Grove, MN 55372 494-6000 11) Robert MA. Johnson $16.466 Anoka County Attorney 3' Office 2100 - 3rd Avenue North Anoka, MN 55303 323-5646 Total: $90,000 -42- ANOK.J.\-HENNEPIN NARCOTICS & VIOLENT CRIMES TASK FORCE 2005 Cases I Arrests I Search Warrants ~ Bv City CITY NEW CASES ARRESTS SEARCH METH LABS WARRANTS (incl. discarded) Andover 28 28 3 1 Anoka 55 66 12 1 Blaine 141 153 7 1 Brooklyn Center 126 170 29 0 Brooklyn Park 156 144 23 1 Burns 2 3 1 1 Centerville 3 2 0 0 Champlin 26 21 6 0 Circle Pines I Lexington 16 14 1 0 Columbia Hts. I Hilltop 63 58 4 0 Columbus 0 1 0 0 Coon Rapids 115 138 20 2 East Bethel 29 27 1 2 Fridley 55 55 14 0 Ham Lake 23 21 1 0 Lino Lakes 23 30 1 0 Linwood 5 6 0 0 Maple Grove 51 54 16 0 Minneapolis 11 17 9 0 Oak Grove 7 3 1 0 Ramsey 28 22 1 0 S1. Francis 18 16 1 0 S1. Paul 0 2 0 0 Spring Lake Park 26 22 3 0 Other Hennepin County 4 4 1 0 Other Counties 1 1 1 0 TOTAL 1012 1078 156 9 -43- CASES ASSIGNED BY CITY - 2005 ANOKA.HENNEPIN NARCOTICS & VIOLENT CRIMES TASK FORCE 160 140 120 100 80 60 40 20 o 141 CITY OF OCCURRENCE I ~ I Oak Grove/Burns Andover ~~~ Columbia Hts. ,wm >*~~1 I Anoka I Coon Rapids I Ramsey D . Blaine I E. Bethel/ Ham lake I 81. Francis ::":'~". ~ ;;::~::;ci. I Brooklyn Center I Fridley I Spring Lake Park I ~~ I Brooklyn Park Lino lakes ......./....,.. Mpls.lHenn. Co. ~ :~ff.~J I Champlin I Linwood/Columbus I Other County I Circle Pines/Lex I Maple Grove -44- JOINT AND COOPERATIVE AGREEMENT FOR THE FORMATION AND ADMINISTRATION OF THE ANOKA-HENNEPIN EM NARCOTICS AND VIOLENT CRIMES TASK FORCE I. PARTIES The pmiies to this agreement are political subdivisions of the State of Minnesota. This agreement is made pursuant to Minnesota Statutes Section ~ 471.59, as amended. II. PROBLEM AND PURPOSE The parties hereto fmd that drug abuse and related violent criminal activities have increased significantly within and between their communities in recent years. As first ring- suburban communities located on or near the northern borders of Minneapolis and St. Paul, a significant amount of drug traffic, violent crime, and organized criminal gang activity has emerged and migrated into their communities. Linked by the 610, 694, and 169 bridges over the Mississippi River, the communities share common borders with easy access which has provided a conduit for drug traffickers and criminal elements to utilize. The nature of drug law enforcement, violent crime, and the criminal enterprise associated with them does not adhere to jurisdictional boundaries. In addition, the individual parties hereto face the difficulty oflimited resources and ever-increasing demands for service which make effective organized drug enforcement difficult on an individual basis. The general purpose of this agreement is to provide coordination and joint enforcement efforts within tlle jurisdictional boundaries of the pmiies of controlled substance crimes as defined in federal, state, and local statutes, as well as related violent crime and the criminal enterprise associated with them. -45- III. AFFILIATION This joint enforcement project will have an affiliation with the East Metro Coordinated Narcotics Task Force through the participation of Anoka County in the East Metro Coordinated Narcotics Task Force Joint Powers Agreement. As a part of this affiliation, activities of this project may be coordinated with East Metro Coordinated Narcotics Task Force activities. IV. NAME This joint enforcement project shall be known as the Anoka-Hennepin EM Narcotics and Violent Crimes Task Force. V. MEMBERSIDP The parties to this agreement shall be the Cities of Anoka, Blaine, Brooklyn Center, Brooklyn Park, Champlin, Coon Rapids, Fridley, Maple Grove, and the County of Anoka (herein collectively referred to as "the parties"). VI. ADMINISTRATION A Task Force Advisory Board is fOlmed consisting of the Chiefs of Police and Sheriff, or his or her designee, from each party. The Task Force Coordinator and supervisors will serve in an advisory capacity and shall have responsibility for administration of the Task Force. A prosecuting attorney from Anoka and Hennepin Counties will act in an advisory capacity to the Board. The County of Anoka will provide the day-to-day administration of 2 -46- the Task Force through the assignment of the Investigative Lieutenant, assisted by a sergeant assigned to the Task Force by the Coon Rapids Police Department. The Task Force Advisory Board members, which have voting authority, will be the Chiefs of Police and the Sheriff, or his or her designee, from each party. The votes shall be weighed based on the number of officers assigned to the Task Force. In any issue requiring a vote of the Advisory Board, a quorum offive voting members must be present to vote. In order for a motion to pass, a majority vote shall consist of at least eight votes. The Advisory Board shall elect a chair to conduct board meetings and serve as liaison between the parties, the Coordinator, and the Board. VII. OPERATION Section 1. Composition The Task Force shall initially consist of 14 full-time peace officers POST licensed to practice law enforcement as defmed in Minnesota Statutes, Chapter 626. These officers will be assigned to the Task Force by the parties as follows: Anoka Police Department 1 Officer Anoka County Sheriff 3 Officers 1 Lieutenant Blaine Police Department 1 Officer Brooklyn Center Police Department 1 Officer Brooklyn Park Police Department 2 Officers 3 -47- Champlin Police Department I Officer Coon Rapids Police Department I Officer I Sergeant Fridley Police Department I Officer Maple Grove Police Department I Officer Each officer will remain an employee of the party assigning the officer to the Task Force. The Advisory Board may approve a change in the composition of the Task Force upon the request of any party. No party may be required to assign additional officers to the Task Force without the consent of the affected party. Section 2. Chain of Command Coordinator/Lieutenant: The Task Force Coordinator shall be the head of the Task Force. The Criminal Investigation Lieutenant of the Anoka County Sheriffs Department will act in this capacity at the onset of this agreement. The Coordinator shall serve at the pleasure of the Advisory Board and may be removed by a majority vote of the Board. The Coordinator reports directly to the Advisory Board. The Coordinator will make t.1.e day-to-day operational and anministrative decisions of the Task Force. Supervisors/Sergeants: One sergeant shall be assigned to the Task Force by the Coon Rapids Police Department. One Team Leader shall be assigned to the Task Force by the Anoka County Sheriffs Office. The Sergeant and Team Leader operate at the direction of the Task Force Coordinator. They are responsible for the direct supervision of officers assigned to the Task Force by the parties. 4 -48- Officers: Officers assigned to the Task Force operate at the direction and under the supervision of the Task Force Coordinator and Supervisors while assigned. Clerical: The Task Force may hire clerical support for the Task Force from the grant budget. The City of Brooklyn Park agrees to act as the employer of the person hired. Section 3. Equipment Equipment purchased by the Task Force during the grant period for Task Force usage shall be divided amongst the parties by the Advisory Board at the end of the grant period if this agreement is not renewed. Upon a mutually agreed dissolution of this Task Force, all equipment owned by the Task Force will be distributed between the parties as decided by the Advisory Board. Parties are expected to also utilize their own equipment such as body transmitters and surveillance vans on an as-needed basis. All equipment brought into Task Force use by an agency will remain the property of the agency supplying said equipment. Section 4. Facilities Each Task force member will work out of a centrally located office furnished and maintained by the Task Force as provided in the annual grant budget. Section 5. Policy and Procedure Operational policy and procedure may be developed for the Task Force based on an examination of operational goals and administrative need. These policies and procedures will be proposed to the AdvisOlY Board by supervisory staff who will conduct ongoing evaluations of Task Force operations and need. Policies and procedures will be implemented at the direction of the Advisory Board. 5 -49- Section 6. Purchase of Evidence/Il1formatioll The Task Force Coordinator will maintain an accounting of all confidential funds utilized for the purchase of evidence and information and to pay investigative expenses incurred by the Task Force. The administration of confidential funds will undergo review by the Task Force supervisory personnel prior to implementation of the following procedure. In the event changes of procedure are deemed necessary, they will be reflected in policy and procedure developed for the Task Force. At present, each Task Force officer will fill out a "Confidential Funds Receipt" when obtaining advances of confidential funds from the Coordinator or Supervisor. Upon expenditure of confidential funds by a Task Force officer, a "Payment for Evidence and Information" form will be completed by the officer making the expenditure, and this form will be forwarded in a timely fashion to the Coordinator. The Coordinator will maintain a master expenditure log for all Task Force officers. Each individual officer will maintain an individual expenditure log for confidential funds. The Coordinator will audit the confidential funds on a regular basis and will file the necessary quarterly report with the Office of Drug Policy of the IV!innesota Department of Public Safety. Any evidence obtained or seized by the Task Force will be maintained in the department property room of the officer assigned as the case agent. Section 7. Supplies Office supplies will be provided by the Task Force under the grant annual budget. Any supplies not itemized in the grant annual budget will be provided by that officer's 6 -50- employment agency. Section 8. Sworn Personnel Each party is providing licensed peace officers under the conditions outlined herein. Wages and benefits for these officers will be the primary responsibility of the officer's employing agency during the grant period. Wage and benefit reimbursement, to include overtime costs, may be reimbursed through the grant as approved by the Advisory Board. The Sergeant's position will be reimbursed from the grant the difference between detective pay and sergeant's pay. An officer assigned to the Task Force by a party may be removed from the Task Force by the appointment party or through a majority vote of the Advisory Board. The party shall then appoint a suitable replacement for the removed officer. Peace officers assigned to the Task Force shall be equipped by their employment parties with appropriate police credentials and suitable firearms. The employment party will be responsible for providing any POST required training to their officers assigned to the Task Force. The Coordinator may direct additional, specialized training to be paid through the grant budget. Section 9. Vehicles The Task Force shall lease up to one vehicle for each officer assigned to the Task Force. Each party will be responsible for fuel, insurance, and maintenance costs incurred by the vehicle(s) leased for the officer(s) assigned by that party. Upon termination of this 7 -51- agreement, the vehicles will either be absorbed by the parties agreeing to assume leasing obligations or returned to the leasing agency. Vehicles owned by a party and utilized by the Task Force will remain the responsibility of the party, as will costs incurred for the vehicle's use and maintenance. VII. TASKS Section 1. The primary function and responsibility of the Task Force is to detect, investigate, gather evidence, and apprehend illug traffickers within the geographic area of the parties. As a result of the nature of covert undercover operations, it is anticipated that undercover operatives may detect or become aware of other crimes. The Task Force will pursue other avenues of investigation only upon recommendation of the Task Force Coordinator and by permission of the Chief of Police or Sheriff of the particular party involved. In addition, the Task Force may be used for other investigative purposes under exigent circumstances or in a capacity wherein the nature of the investigation being undertaken requires undercover officers. Section 2. It is the mission priority of this Unit to investigate drug wholesalers (those individuals who bring drugs into the Task Force area), street-level drug distributors, those persons involved in the clandestine laboratory manufacturing of illicit drugs, and individuals who attempt to acquire pharmaceutical drugs in violation of the provisions of Minnesota Statutes, Chapter 152. Section 3. A function of the Task Force will be to gather and to disseminate controlled 8 -52- substance intelligence information. The Task Force will maintain an ongoing intelligence filing system. The Task Force will attempt to investigate those leads, maintain on file that information, and upon request disseminate that information to the parties hereto. Section 4. With permission of the Task Force Coordinator, the Task Force will provide training to member parties requesting that service. Requests for community drug education and drug awareness will be provided only upon permission of the Task Force Coordinator and the department of that particular party. Section 5. Public announcements concerning the function of the Task Force will be made only by pennission of the Advisory Board in conjunction with the parties to this agreement and by approval of the Chief of Police or Sheriff of the party in which that release is to be made. Section 6. Public announcements concerning arrests or investigations conducted by the Task Force will be made by the Chief of Police or Sheriff of that party, or his or her designee, where that arrest was made, and upon approval of the Task Force Coordinator. News releases concerning the Task Force's function, investigations, and/or arrests will not be made by any Task Force officer unless specifically requested by the Chief of Police or Sheriff with pennission of the Task Force Coordinator or the Advisory Board. VIll. FINANCIAL MATTERS Section 1. The fiscal year of the Task Force shall be the calendar year. Section 2. The Finance Department of Anoka County will be responsible for the 9 -53- administration of all funds coming under the direct supervision of the Task Force, whether federal grant funds or contributions of the parties. Section 3. The Task Force Advisory Board shall direct the Coordinator to prepare an annual grant application, including proposed budget, which will be presented to the parties on or before the application deadline set by the Office of Drug Policy, Department of Public Safety. The Task Force Coordinator shall submit the approved grant application and budget to the Office of Drug Policy by the deadline established by the Office of Drug Policy. Section 4. Funding shall be in the form of a matching grant from the federal government. The contributions of the parties shall be at least 25% of the total budget established for the current year. An individual party's financial contribution shall be proportioned to the number of officers committed to the Task Force as shown in the grant application budget. The matching funds will be submitted to the Finance Department of Anoka County by the parties at the beginning of the grant period. Any unused match funds will be returned at the end of the grant period in a manner determined by the Advisory Board. Section 5. ..A.J1yassets seized by the Task Force and awarded to the Task Force through administrative or judicial proceedings shall be distributed to the partes on a periodic basis as determined by the Board. The formula for distribution of these assets shall be proportioned based on the number of officers assigned for each participating agency. The Task Force Coordinator will be responsible for the distribution of funds or assets seized or forfeited by the Task Force. Section 6. The Coordinator, upon direction and approval of the Advisory Board, is 10 -54- authorized to sign and enter into contracts on behalf of the Task Force as may be necessary. IX. DEPUTATION Officers assigned to the Task Force, while performing their assigned duties as Task Force officers in a jurisdiction other than their own jurisdiction, shall have the same powers, duties, privileges, and immunities as confelTed upon them by their own jurisdiction. The authority granted hereunder does not constitute employment by the Task Force or by the city or county in which the duty or duties are being performed. Any worker's compensation claim or work related injury that may occur as a result of working with the Task Force shall be the sole responsibility of the officer's home jurisdiction. Further, the authority granted hereunder extends only so far as may be necessary to complete the duties assigned to the officers and terminates at the expiration of this agreement and any extension thereof. X. INSURANCE The Task Force shall purchase insurance to provide liability and prope1iy damage 11 -55- coverage in the amount determined by the Advisory Board. In no event will the insurance coverage be less than the League of Minnesota Cities Insurance Trust standard liability coverage. The insurance shall provide coverage for all authorized Task Force operations by Task Force members. XI. DURATION Section 1. This agreement for Task Force operations shall be in effect from January 1, 2005, notwithstanding the dates of signature by the parties, and shall continue in effect until terminated in accordance with the provisions herein. Section 2. Any party may withdraw from this agreement on December 31 of any year by declaring its intention to withdraw in writing and providing the written notice, delivered by mail or in person, to each of the other parties on or before June 1 of that year. Notice by mail shall be deemed received three days after mailing. Withdrawal by a party shall not result in the discharge of any legal liability incurred by such party before the effective date of withdrawal. Section 3. This agreement shall terminate under the following circumstances: (1) There are no remaining parties as a result of withdrawal pursuant to this agreement; or (2) All remaining parties mutually agree to terminate this agreement; or (3) This agreement shall terminate automatically when grant funding for Task Force activities is discontinued. XII. CONTRACTS AND PURCHASES 12 -56- Any contracts and purchases made pursuant to this agreement shall be made by the County and shall confonn to the requirements applicable to Anoka County. XIII. STRICT ACCOUNTABILITY Pursuant to Minnesota Statute 9471.59, a joint powers agreement is to provide for strict accounting of all funds and report of all receipts and disbursements. Any party to this agreement may request a strict accounting at any time. XIV. ENTIRE AGREEMENT This joint powers agreement constitutes the entire agreement of the parties on the matter related hereto. The agreement shall not be altered or amended, except by agreement in writing signed by the parties hereto. xv. SIGNATURES All parties to this agreement need not sign the same copy of the agreement. An original agreement signed by each p::!rty to this agreement shall be maintained in the Office of the Anoka County Sheriff. 13 -57- DATED: By Its By Its -58- COUNTY OF ANOKA 14 CITY COUNCIL LETTER Meeting of March 27,2006 AGENDA SECTION: Consent NO. ITEM: NO: 5-A-1 ORlGINATING DEP .ARTMENT POLICE BY: Thomas M. Jom:so~ DATE: March 21, 200~7rV CITY MANAGER APPROV BY: DATE: Public Works to change Westbound right lane 3 ih Ave at Central Ave NE to right turn only lane with appropriate striping and signage. BACKGROUND At the March 13, 2006 Columbia Heights Traffic Commission meeting, at the request of the Police Chief, the intersection of 3 ih and Central Avenues was discussed. Specifically, westbound 3 7th Avenue at Central. The Police Department has responded to several accidents at this intersection. The cause of most of these accidents-if not all of them-is because motorists westbound 37111 are passing on the right when vehicles stack up for the left turn (middle lane) on 3 7th Avenue to go south on Central Avenue. The vehicles that go north from the right hand lane Central are not a problem. Vehicles that continue to go west on 37th are failing to look before merging back into the middle lane and are crashing with vehicles going straight ahead in the middle lane and continuing west on 3 7111 Avenue. I have attached the October 4, 1999 Traffic Commission meeting minutes and the October 1999 City Council meeting minutes where this issue was discussed and previously voted on. ANALYSIS/CONCLUSION It is never good to pass on the right, and unfortunately, in our haste to move traffic in a faster and faster fashion, we have created many locations throughout the metro area where passing on the right is encouraged and as set up in these areas, legal. By doing this, we have trarned people to pass on the right, even in those places where it is not legal to do so. There are actually three issues at this intersection. First, the white street markings currently show a shoulder for parking, which should not be traveled on at all. Second, the signage in this area shows no parking from Tyler Street to Central, which confuses the motoring public, and third, the previous issues are creating accidents at this intersection. The Traffic Commission voted and recommends to the City Council that the westbound right lane oB 7th Avenue at Central Avenue be clearly marked "Right Turn Only," with proper street striping and signage. All existing str.iping would be removed to clearly show the motori..ng public in what direction they may travel and elinunate the dangerous practice of passing on the right at this intersection. RECOMMENDED MOTION: Move to direct the Public Works Department to change the westbound right lane of 3 7th Avenue N.E. at Central Avenue N.E. to a right turn only lane, with appropriate striping and signage. TMJ:m1d 06-056 Attachment COUNCIL ACTION: -59- AGENDA COLU1Y1BIA HEIGHTS TRAFFIC COMMISSION MONDAY, OCTOBER 4, 1999 7:00 P.M. CITY COUNCIL CHAMBER I. ROLL CALL II. APPROVAL OF AUGUST 2, 1999 MINUTES III. OLD BUSINESS A. PUBLIC HEARING TO REINSTATE PARKING ON THE NORTH SIDE OF 37TH AVENUE FROM TYLER STREET TO HART BOULEVARD In 1989, 37th Avenue was changed from a two-lane street with parking on both sides to a four-lane street with no parking allowed. This was done in order to obtain State Aid funds to replace the deteriorated concrete street panels. Since 1989 State Aid has changed the width requirements for streets. Currently, a street carrying over 10,000 ADT with 2 lanes of traffic and 2 parking lanes must be a minimum of 42' wide from face of curb to face of curb. 37th Avenue is 44' wide. The City of Minneapolis has reinstated parking on the south side of 3 7th Avenue. A letter was sent to the State Aid Office requesting information on what would be required to reinstate parking on the north side of 3 7th Avenue from Tyler Street to Hart Boulevard. The reply is that there is no specific procedure to request the change but all State Aid Rules a.nd Policies must be followed. Other than rush hour, staff believes traffic will flow equally well with one or two travel lanes. Street parking could be reinstated on the north side of 37th Avenue until the street is reconstructed, however parking along 37th Avenue will increase visibility problems at driveways and intersections. Staff offers no motion. B. PUBLIC HEARING TO ELIMINATE PARKING ON THE NORTH SIDE OF 37TH AVENUE FROM VAN BUREN STREET TO CENTRAL AVENUE Parking on the north side of 3ih Avenue, close to Central Avenue forces two west-bound vehicles going straight through the intersection to merge in a very short distance. -60- Traffic Commission Agenda October 4, 1999 Page 2 Eliminating the parking from Central Avenue to VanBuren Street provides a greater distance for those vehicles to merge. A letter dated September 28, 1999 was sent to the Traffic Commission from the owner at 3700 Central Avenue. The owner is against eliminating parking on the north side of37tlJ Avenue. The parking lot north of this building is shared by 3700 and 3710 Central Avenue. Eliminating the parking on the north side of 3ih Avenue would create a hardship by limiting parking to the small lot. As an alternative, the owner suggests the northerly lane on 37tlJ Avenue east of Central Avenue be a right turn only lane. West bound traffic is evenly split between right turning traffic versus left and straight ahead traffic. Designated right turn only and left turn or straight ahead lanes would reduce confusion at the intersection. A right turn only lane is feasible as long as Minneapolis keeps the leading green arrow for left-turning traffic. There has been no discussion to revise the operation of the signal. REC011MENDED MOTION: Move to eliminate parking on the north side of 37th Avenue from Central Avenue to Van Buren Street. ALTERNATE RECOMMENDED MOTION: Move to designate the northerly west bound lane of 3 7th Avenue as right-turn only. IV. OTIffiR OLD BUSINESS V. NEW BUSINESS A. REQUEST TO RESTRICT P ARKlNG ON ONE SIDE OF FILLMORE STREET DURING SCHOOL EVENTS. Mr Jerry Hart of 1401 Lincoln Terrace discussed a concern about event parking for the High School with the Police Chief. Mr Hart has observed that vehicles parked on both sides of Fill more Street north of 49tlJ Avenue causes a narrow roadway for emergency vehicles to get through. Mr Hart is requesting to restrict parking on one side of Fillmore Street during school events. Fillmore Street is already posted for "No Parking During School Hours, 7:00 AM to 5:00 PM". Fillmore Street is 30' wide from face of curb to face of curb. Assuming there are two 8' parking lanes, the travel lane is 14'. While this is tight for two. vehicles to -61- Official Proceedings Columbia Heights Traffic Commission October 4, 1999 Page 3 B. PUBLIC HEARING TO ELIMINATE PARKING ON THE NORTH SIDE OF 37TH AVENUE FROM VAN BUREN STREET TO CENTRAL AVENUE A Public Hearing was held to determine whether parking on the north side of 3 ih Avenuefrom Van Buren Street to Central Avenue should be eliminated. Parking on the north side of 3 ih Avenue close to Central Avenue forces two westbound vehicles going straight through the intersection to merge in a very short distance. Eliminating the parking from Central Avenue to Van Buren Street provides a greater distance for those vehicles to merge. A letter was received from Robert Guzy, owner of the property at 3700 Central Avenue stated he was against eliminating parking on the north side of 3 ih Avenue. Eliminating the parking would create a hardship by limiting parking to the small lot to the north. As an alternative, Mr. Guzy suggested the northerly lane of 37th Avenue east of Central Avenue be a right-turn only lane. Westbound traffic is evenly split between right turning traffic versus left and straight ahead traffic. Designated right turn only and left turn or straight ahead lanes would reduce confusion at the intersection. A right-turn only lane is feasible as long as Minneapolis keeps the leading green arrow for left-turning traffic. Motion by Goodman, second by Stumpf, to reCOnll'11end the City Council designate the northerly westbound lane of 37th Avenue as right-turn only. Motion carried. IV. OTHER OLD BUSINESS None" * Commissioner Jolly left at 8:05 p.m. V. NEW BUSINESS A. REQUEST TO RESTRICT PARKING ON ONE SIDE OF FILLMORE STREET DURING SCHOOL EVENTS -62- - The Public Works Director will look into concerns expressed at the Traffic Commission regarding some rough surface areas on 3 7th Avenue. All members of the Council were opposed to the parking ban. Councilmember Jolly requested staff to contact Minneapolis elected representatives and request the parking on the south side of 3 7th Avenue be removed. Motion by Jolly, second by Szurek to continue the parking ban on the north side of 37th Avenue from Central Avenue to Hart Boulevard. Roll call: All ayes 2) Authorization to Designate the Northerly Westbound Lane of 37th Avenue as Right Turn Only The Public Works Director stated that the staff recommendation is to prohibit parking on the northside of 37th Avenue from Central Avenue to Van Buren Street. Discussion continued regarding the two lanes of traffic coming across Central Avenue which have to merge into one lane. Motion by Jolly, second by Szurek to ban parking on the north side of 37th Avenue west of Central Avenue to Van Buren Street. Roll call: Szurek, Jolly, Wyckoff, Peterson - aye Hunter- abstain. ,_ Motion by Jolly, second by Szurek to deny the requested designation of the northerly westbound lane of 37th Avenue as right-turn only as recommended by the Traffic Commission. Roll call: All ayes Motion by Jolly, second by Hunter to request Minneapolis to reinstate the parking ban on the south side of 37th Avenue. Roll call: All ayes 3) Authorization to Install a Secondarf V/ater Connection to Colu.."'TIbia Heights Main at the Wate!' Treatment Plant Motion by Szurek, second by Jolly to authorize the Minneapolis Water Works to install a secondary water connection to Columbia Heights main in the Columbia Heights Plant, at an estimated cost of $47,000-$50,000 with funding from the Water Construction Fund 651-49430- 5130. Roll call: All ayes 8. ADMINISTRATIVE REPORTS .,-... A. R~ort of the City Manager 1) Referendum Meeting: There is a meeting scheduled for October 14th at 7:00 p.m. to discuss the Community Center referendum. The meeting is being held in Murzyn Hall. 2) The next Landlords Meeting is October 12th at 7:00 p.m. at Murzyn Hall. 3) The City Manager addressed the status of two HUD-owned properties. 8 -63- CITY COUNCIL LETTER Meeting of: 3/27/06 AGENDA SECTION: CONSENT AGENDA ORIGINATING DEPARTMENT: CITY MANAGER NO: 5/A-~ PUBLIC WORKS BY, v/;{l/ BY: K. Young ~~ - ITEM: ADOPT RESOLUTION 2006-37 AWARDING CRACK SEALING, RESOLUTION 2006-38 AWARDING DATE: 3/22/06 DATE: STREET STRIPING AND RESOLUTION 2006-39 AWARDING SEAL COAT Background: On February 13,2006, City Council authorized staff to enter a Joint Powers Agreement (JPA) with the Cities of Coon Rapids, Andover, Brooklyn Center, Columbia Heights, Fridley, and Ham Lake to seek bids for Street Maintenance, including seal coat, crack sealing and street striping. For Columbia Heights, seal coating and crack sealing are annual maintenance projects to help preserve the integrity and extend the life ofthe bituminous streets. The majority of the crack sealing work is being done on Central A venue as required by the Cooperative Agreement with MnlDOT. Plans and specifications for the street maintenance project were advertised for bids in the Coon Rapids Herald and in the Construction Bulletin on February 10th and 17th, 2006. Bids were received and publicly read aloud at the March 3, 2006 bid opening. A copy ofthe bid tabulation is attached. CRACK SEALING Company Bergman Companies Astech Asphalt Surface Technologies Allied Blacktop Company Fahrner Asphalt Sealers Amount $ 12,880.00 $ 17,892.00 $ 19,600.00 $ 19,600.00 STREET STRIPING Company Bergman Companies Traffic Marking Services AAA Striping Service Co. United Rentals Highway Technologies, Inc. Amount $ 78,810.00 $ 82,635.00 $ 83,832.00 $ 106,780.00 SEAL COAT Company Allied Blacktop Company Pearson Brothers Astech Asphalt Surface Technologies Base Bid Amount (Trap Rock) $ 1,151,346.60 $ 1,219,581.51 $ 1,451,488.75 Alternate Bid Amount , (Granite) $ 1,064,106.10 $ 1,176,791.51 $ 1,410,698.75 COUNCIL ACTION: -64- CITY COUNCIL LETTER Meeting of: 3/27/06 AGENDA SECTION: CONSENT AGENDA ORIGINATING DEPARTMENT: CITY MANAGER NO: PUBLIC WORKS ITEM: ADOPT RESOLUTION 2006-37 AWARDING BY: K. Young BY: CRACK SEALING, RESOLUTION 2006-38 AWARDING DATE: 3/22/06 DATE: STREET STRIPING AND RESOLUTION 2006-39 AWARDING SEAL COAT Continued - Page 2 Analysis/Co n cI usio os: CRACK SEALING: The JPA low bid was submitted by Bergman Companies in the amount of$12,880.00. Columbia Heights is the only City with crack sealing work this year. Funds are available for this project in State Aid Maintenance. STREET STRIPING: The JP A low bid was submitted by Bergman Companies in the amount of $78,810.00 (total for all cities). The bid is still lower than the bid received by the City in 2003. Funds are budgeted for this project in State Aid Maintenance ($4,000) and the General Fund - Traffic Signs and Signals ($690.00). SEAL COAT: The JPA low bid was submitted by Allied Blacktop of Maple Grove, Minnesota, in the amount of$I,151,346.60 (total for all cities) for Trap Rock, with an alternate bid of$ 1,064,106.10 (total for all cities) for Granite cover aggregate. Public Works recommends accepting up to the base bid amount. This will provide the City Engineer an opportunity to review the cover aggregate. Both types of aggregate perform equally well; however, the trap rock tends to produce a more aesthetically pleasing appearance. The seal coat cost is in iine with the Engineer's Estimate presented at the public improvement hearing on March 6th, 2006. Bidding as a JP A has resulted in a unit price cost that is similar to what the City of Columbia Heights paid for seal coating in 2001. From bid prices in 2005, the cost ofthe trap rock aggregate increased $4.50 per ton to $39.50 and granite aggregate increased $9.10 per ton to $35.65. The cost of the asphalt emulsion increased $0.30 per gallon to $1.15. Recommended Motion: Move to waive the reading of Resolution No. 2006-37, there being ample copies available to the public. Recommended Motion: Move to adopt Resolution No. 2006-37, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Crack Sealing Project to Bergman Companies, based upon their low, qualified, responsible bid in the amount of$0.46 per lineal foot with an estimated cost of$12,880.00 to be appropriated from Fund 212- 43190-5130. COUNCIL ACTION: -65- CITY COUNCIL LETTER Meeting of: 3/27/06 AGENDA SECTION: CONSENT AGENDA ORIGINATING DEPARTMENT: CITY MANAGER NO: PUBLIC WORKS ITEM: ADOPT RESOLUTION 2006-37 AWARDING BY: K. Young BY: CRACK SEALING, RESOLUTION 2006-38 AWARDING DATE: 3/22/06 DATE: STREET STRIPING AND RESOLUTION 2006-39 AWARDING SEAL COAT Continued - page 3 Recommended Motion: Move to waive the reading of Resolution No. 2006-38, there being ample copies available to the public. Recommended Motion: Move to adopt Resolution No. 2006-38, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Street Striping Project to Bergman Companies, based upon their low, qualified, responsible bid in the amount of$13.95 per gallon with an estimated cost of$2,206.89 to be appropriated from Fund 212-43190- 4000 and $309.69 to be appropriated from Fund 101-43170~4000. Recommended Motion: Move to waive the reading of Resolution No. 2006-39, there being ample copies available to the public. Recommended Motion: Move to adopt Resolution No. 2006-39, being a resolution awarding the Joint Powers Agreement Contract with the City of Coon Rapids for the 2006 Seal Coat Project to Allied Blacktop Company, based upon their low, qualified, responsible bid in the amount of $1.15 per gallon of emulsion and up to $39.50 per ton of aggregate with an estimated cost of $40,292.53 to be appropriated from Fund 415~50601-5130 and $27,563.49 to be appropriated from Fund 430-46323-5130. KH:jb Attachment: Bid Tabulation Resolutions COUNCIL ACTION: -66- RESOLUTION NO. 2006-37 RESOLUTION ACCEPTING BID AND A WARDING CONTRACT FOR 2006 STREET MAINTENANCE, CRACK SEALING TO BERGMAN COMPANffiS WHEREAS, the City Council of Columbia Heights entered into a joint powers agreement with the City of Coon Rapids to administer the public bidding process including entering into a contract with the low, qualified, responsible bidder, and WHEREAS, pursuant to an advertisement for bids for 2006 Street Maintenance, including Columbia Heights Crack Sealing Project, bids were received, opened and tabulated according to law. The following bids were received complying with the advertisement: Bidder Amount Bergman Companies Astech Asphalt Surface Technologies Allied Blacktop Company Fahrner Asphalt Sealers $ 12,880.00 $ 17,892.00 $ 19,600.00 $ 19,600.00 WHEREAS, it appears that Bergman Companies ofEau Claire, Wisconsin, is the lowest responsible bidder. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF COLUMBIA HEIGHTS, MINNESOTA: 1. The City of Coon Rapids is hereby authorized to enter into a contract with Bergman Companies on behalf of the City of Columbia Heights for 2006 Street Maintenance Materials, according to the specifications for said project a...'ld accepting Crack Filling Base Bid. 2. The City Manager of Columbia Heights is authorized to expend funds in accordance with the terms of the Joint Powers Agreement and the Bid Documents. 3. City Crack Sealing Project shall be funded with 100% State Aid maintenance funds. Dated this 27th day of March, 2006. Offered by: Seconded by: Roll Call: CITY OF COLUMBIA HEIGHTS By: Mayor, Gary Peterson Patricia Muscovitz, Deputy City Clerk -67- RESOLUTION NO. 2006-38 RESOLUTION ACCEPTING BID AND AWARDING CONTRACT FOR 2006 STREET MAINTENANCE, STRIPING PROJECT TOBERGMANCONWANffiS WHEREAS, the City Council of Columbia Heights entered into a joint powers agreement with the City of Coon Rapids to administer the public bidding process including entering into a contract with the low, qualified, responsible bidder, and WHEREAS, pursuant to an advertisement for bids for 2006 Street Striping, bids were received, opened and tabulated according to law. The following bids were received complying with the advertisement: Company Bergman Companies Traffic Marking Services AAA Striping Service Co. United Rentals Highway Technologies, Inc. Amount $ 78,810.00 $ 82,635.00 $ 83,832.00 $ 106,780.00 WHEREAS, it appears that Bergman Companies ofEau Claire, Wisconsin is the lowest responsible bidder. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF COLUMBIA HEIGHTS, MINNESOTA: 1. The City of Coon Rapids is hereby authorized to enter into a contract with Bergman Companies on behalf of the City of Columbia Heights for 2006 Street Striping, according to the specifications for said project and accepting Traffic Markings Base Bid. 2. The City Manager of Columbia Heights is authorized to expend funds in accordance with the terms of the Joint Powers Agreement and the Bid Documents. 3. City Street Striping Project shall be funded with 85% State Aid maintenance funds and 15% general funds. Dated this 2ih day of March, 2006. Offered by: Seconded by: Roll Call: CITY OF COLUMBIA HEIGHTS By: Mayor, Gary Peterson Patricia Muscovitz, Deputy City Clerk -68- RESOLUTION NO. 2006-39 RESOLUTION ACCEPTING BID AND A WARDING CONTRACT FOR 2006 STREET MAINTENANCE, SEAL COATING TO ALLIED BLACKTOP COMPANY WHEREAS, the City Council of Columbia Heights entered into a joint powers agreement with the City of Coon Rapids to administer the public bidding process including entering into a contract with the low, qualified, responsible bidder, and WHEREAS, pursuant to an advertisement for bids for 2006 Street Maintenance, Seal Coating bids were received, opened and tabulated according to law. The following bids were received complying with the advertisement: Base Bid Amount Company (Trap Rock) Allied Blacktop Company $ 1,151,346.60 Pearson Brothers $ 1,219,581.51 Astech Asphalt Surface Tech. $ 1,451,488.75 Alternate Bid Amount (Granite) $ 1,064,106.10 $ 1,176,791.51 $ 1,410,698.75 WHEREAS, it appears that Allied Blacktop, 10503 89th Ave. No., Maple Grove, MN is the lowest responsible bidder. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF COLUMBIA HEIGHTS, MINNESOTA: 1. The City of Coon Rapids is hereby authorized to enter into a contract with Allied Blacktop Company on behalf of the City of Columbia Heights for 2006 Street Maintenance Seal Coating, according to the specifications for said project. 2. The City Manager of Columbia Heights is authorized to expend funds in accordance with the terms of the Joint Powers Agreement and the Bid Documents. 3. City Project shall be funded 60% by assessments and 40% from Infrastructure Fund. Dated this 27th day of March, 2006. Offered by: Seconded by: Roll Call: CITY OF COLUMBIA HEIGHTS By: Mayor, Gary Peterson Patricia Muscovitz, Deputy City Clerk -69- CITY OF COON RAPIDS TABULATION OF BIDS . ( I PROJECT 06-5 I ~IDOPENING: MARCH3,2006,10:00A.M, .~. 006-2007 STREET MAINTENANCE MATLS. NDOVER, BROOKLYN CENTER, COLUMBIA HEIGHTS, CDON RAPIDS, AM LAKE, AND FRIDLEY ALLIED BLACKTOP COMPANY PROPOSAL ITEMS 10. g g DESCRIPTION BID SCHEDULE NO.1 jfiAGGREGATE FO_I'< SEAL COAT '--'""DRESS-ERTRAP ROCK FURNISH/INSTALL F.A-2 (MOD 1/8") AGG I .. I UNIT PRICE I PEARSON BROS. II ASTECH CORP. II c"OE:;A~~S I UNIT PRICE TOTAL TOTAL UNIT PRICE TOTAL UNITQTY ~ I UNIT I i PRICE I TOTAL --- - - ---'-1-1--~"i--I-""'---'-lI'---'-"--- ,- -- : TON B- 6190tl_51.651 319,713.50 ,,,,,B!BtJISHIINSTAl,.lfA-2 Ag,!3 45.50 52.00 321.B80.00 .. ~""'3'i7.596Jio -S 371,189.00 : 40,00 326,320.00 54.00 -11Q,ji..R.QQ. 79.000.00 : ~ ~2P.E.:.9.o .: ~~OOO.OO.._ TON 8158 _"CliISHfINSTALL FA-3 (MOD) AGG TOTAL DRESSER TRAP ROCK L'i'ERNAi-'E'7G""RiiN"iTE -",I9.!iU~.._ 39,50 769.902.50 URNISHIINSTALL FA-2(MOD 1/8") AGG TON 6190 51.851--'lli!, 713.50 720.200.00 908.122.00 52.00f.-_ 321.880.001: 81.00 377 ,590.00 __ _IFIJRNISHIINSTALL FA-2 AGG , TON : ~ _ __ 35.75~~,648.50 : 35.00 285'530'001~ ... 49'001 399,74~ FURNISH/INSTALL FA-3 MOD AGG _t-roN 2000,,' 35,65 71300,00 35,00 70,000.00:11. 45.00 90,000.00 -- : TOTAL GRANITE "-: - - 682,662,00 677,410.00 _ 2:~~~~ _ _ _ _-E..URNISHIINSTALLCRS-2SEALCOATOIL ,,~_~:~ 299~~- 1.42 370,350.20" 1.60~~.:.2P.:_ - .FURNISHIINSTALL CRs:-i'POL YMERM~ - GAL -'"54669" 1.40 76,536.60 1.99-1ilii7ii'i':31" -1:75 - 95670.75" =-: ~ ~ - SEAL COAT OIL _ 376,468:10 : 479,141.51 : 512,966.75ir '3 (0 RING MAlRKINGS - - _ . -... I " ________ ".___-'--_ _H::URNISHlINm:8!1..~' LINE COVERING MARKINGS - LF 'iJRNlSHiiN"STALL SYMBOl S(ARROWS & XWALK _ LF , 12800 0.22 2,816.00 z::i6O:06' 48 45.00 TOTAL COVERING MARKINGS 4,976.00 -'-'WliLEiio-SCHEDULEI.iiiTiBASE BID 1.151.346.60 _...IQI.&.!lli?JL9..HEDULE'NO.11~ml _HMB_I_"_I-!,064.106.'llL. ~,- BID SCHEDULE NO.2 1 ~ ~FURNISHlINSTiiLL STREET MARKINGS ]UFURN!!;il:!!INSTALL SYMBOL MARKINGS-- .~TOTAL BID. SCHE~,,2 I GAL 3800 GAL 30 .. .JJ.2 115.00 14,720,00 0.501 6..100.00 5.520.00 500.001 24.000.00 20,240.00 30,400.00 UNIT 'PRICE TRAFFIC MARKING SERVICE TOTAL AM STRIPING SERVICE UNIT PRICE I TOTAL UNITED RENTALS HW TECH ',..i FAHRNER ASPHALT SEALERS UNIT PRICE UNIT PRICE TOTAL TOTAL r---~-H-I---tl"ll-I-__I'_ '---~''''''''---''-U-'I____P'''I''___I_'_____U_ -"-'-'---'-I~-'---I-~-----<----'-' 1.176.791.51 1,451,488.75If----.--' "M1Q.~~ff 1.219.581.51 -I~--,,-, _._B_I BID SCHEDULE NO.3 31~~ SPRING SWEig~~-"-n H~2.U-2ijQ:i] 78.001=--'iliMQ,QQtI 69:Oq:b320:00 :=I:rROVIDE FALL SWEEPING ITOT AL BID SCHEDULE NO.3 HRS ---,,~ 75.00L 21,OOO.oon--I--II"i-I--'- =E---H--g"~"" - - "- ---- --.-- ~ -'----- .-- -........ --_. -.--........-" --. ------ ,...._-_~._ ~ ._H____..........__._._.... 46.800.00 ,?j,960.00 Il-~---11.:@1j 48.600.00 320 78.00 l--.----sTD'S'CHEDULE NO.4 ~ - FURNISH AND INSTALL CRACK FILLING LF 28000 0.70 19.600.00 1~.QJ.....2E,600.001._, 40.440. 1- 1-'" ~- 0.64 17.892.00 13.95 53.010.00 88.00 78.810.0 f-= 14.73 55.974.00. BB,B7 2B,661.0Q 82,215.00 i=1-'~ --'_-_I-ll_~--...--ll..j~-..t.._-_ 0.461 12.880.00 f-------~- f------- 1--- ~g- .----- -.._-~-_..._.......,_.._.-_-_....- .."...---1-_..__...._'...".._1___.._..".. -- ...--~. 75.00 _~.500.00 --61.332:Ocil~-io.6B 7B~I~===r".-----". ,?.?2.0~~:11===1---- 1B.14 1- 83,832.00,.., -- 106,780.00 L.............Q,.IQL...1~I~_. CITY OF COON RAPIDS TABULATION OF BIDS l!'BCJJi:CT 06-5. I liD OPENING: MARCH 3,2006, 10:00 A.M. .., 006-2007 STREET MAINTENANCE MATLS INDOVER. BROOKLYN CENTER. COLUMBIA HEIGHTS, COON RAPIDS. lAM LAKE, AND FRIDLEY I. I PROPOSAL ITEMS ALLIED BLACKTOP COMPANY I PEARSON BROS. II ASTECH CORP. II ~OE:;~~~S I TRAFFIC . MARKINGBERVICE I AAA STRIPING I SERVICE UNITED RENTALS HW TECH FAHRNER ASPHALT SEALERS --. /0. DESCRIPTION UNIT CTY UNIT urm UNIT UNIT UNIT UNIT UNIT UNIT PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE TOTAL ~MMARY OF BIDS '1-,- , - -- ~._~ --- -. ,. M'.__ --. --. --.....-.-. --- ....-.--.-. . ~!:"!:!!Q.2..gj!,DULE NO.1 ..1..1Ej,488.75 - . -. -- 1 151 346.60 1,219,581.51 --- -. TOTAL BID SCHEDULE NO.1 ALTERNATEl - 1064106.10 1176791.51 1.410,698.75 : - -. .- ..--.. - '___M . - - TOTAL BID SCHEDULE NO.2 '- '- -- --- .. 78,810.00 82 635.00 : 83,832.00 -106.iii'o~oci TOTAL BID SCHEDULE NO.3 46.800.00 40,440..!!~. _ 46,600.00 ., .. , -... '-- ___M ~ , , TOTAL BID SCHEDULE NO.4 19600.00 17.B92.00 12 BBO.OO 19 600.00 "" r-> CITY COUNCIL LETTER Meeting of: 3/27/06 AGENDA SECTION: CONSENT AGENDA ORIGINATING DEPARTMENT: CITY MANAGER NO: 5-A-c) PUBLIC WORKS ~ it-/;a BY: K. Y oung \l.~ BY: t/ e4lV .~.'1 ~ ITEM: RESOLUTION NO 2006-45 APPROVING PLANS AND SPECIFICATIONS AND ORDERING DATE: 3/23/06 DATE: ADVERTISEMENT FOR BIDS FOR THE 2006 STREET REHABILITATION PROJECT Background: A Public Improvement Hearing for the 2006 Street Rehabilitation Projects in Zone 7B and IA was held on March 6, 2006. The City Council ordered improvements for Full Street Reconstruction on 38th Avenue (Dead-end to Main St) 2nd Street (37th Ave to 38th Ave and 39th Ave to 40th Ave) 2Y2 Street (37th Ave to Edgemoor PI) and Edgemoor Place (2Y2 St to 3rd St), Partial Street Reconstruction on California Street (39th Ave to Cul-de-sac), 2nd Street (38th Ave to 39th Ave), 2 Y2 Street (Edgemoor PI to 3rd St)and 3rd Street (Edgemoor PI to 40th Ave), and Mill and Overlay on 39th Avenue (California St to Main St), Edgemoor Place (2 Y2 St to 40th Ave), 3rd Street (38th Ave to Edgemoor PI), 3 8th Avenue (3rd St to Dead-end), 42nd A venue (2nd St to 3rd St), 2nd Street (43rd Ave to 44th Ave), Tyler Place (43 Y2 Ave to 45th Ave), 43 Y2 Ave (Dead-end to Cul-de-sac), 44 Y2 Avenue (Tyler PI to Cul-de- sac) and Buchanan Street (44 Y2 Ave to 45th Ave). Analysis/C onclusio ns: The proposed water main replacement and storm sewer construction remain essentially unchanged from the work presented at the Public Improvement Hearing. Water main will be replaced on 2nd Street, 2 Y2 Street, and the north half of Edgemoor Place from 2 Y2 8t to yd 81. Work on the sanitary sewer main includes minor repairs. Storm sewer work includes the replacement of several catch basins and new storm sewer on Edgemoor PI from 2 Y2 St to 3rd St. The proposed funding for this work is as follows: Sanitary Sewer Construction Fund Water Construction Fund Storm Sewer Construction Fund $ 50,000 $200,000 $ 25,000 Final plans and specifications for the Street Rehabilitation Improvements, including utilities, are complete. The bid opening is scheduled for May 2nd with City Council award on May 8th. Recommended Motion: Move to waive the reading of Resolution No. 2006-45, there being ample copies available to the public. Recommended Motion: Move to adopt Resolution No. 2006-45 approving Plans and Specifications and ordering Advertisement for Bids for 2006 Street Rehabilitation, Zone 7B and lA, City Project Number 0502. Attachment: Resolution 2006-45 COUNCIL ACTION: -72- RESOLUTION 2006-45 BEING A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS, CITY PROJECT 0502 WHEREAS, pursuant to a resolution passed by the Council on March 6, 2006, the City Engineer has prepared plans and specifications for the Full Street Reconstruction on 38th Avenue (Dead-end to Main St) 2nd Street (37th Ave to 38th Ave and 39th Ave to 40th Ave), 2Y:z Street (37th Ave to Edgemoor Place) and Edgemoor Place (2Y:z St to 3rd St); Partial Street Reconstruction on California Street (39th Ave to Cul-de- sac), 2nd Street (38th Ave to 39th Ave), 2 Y:z Street (Edgemoor Place to 3rd St)and 3rd Street (Edgemoor Place to 40th Ave); and Mill and Overlay on 39th Avenue (California St to Main St), Edgemoor Place (2 Y:z St to 40th Ave), yd Street (38th Ave to Edgemoor Place), 38th Avenue Wd St to Dead-end), 42nd Avenue (2nd St to 3rd St), 2nd Street (43rd Ave to 44th Ave), Tyler Place (43 Y:z Ave to 45th Ave), 43 Y:z Ave (Dead-end to Cul- de-sac), 44 Y:z Avenue (Tyler PI to Cul-de-sac) and Buchanan Street (44 Y:z Ave to 45th Ave) and has presented such plans and specifications to the Council for approval. NOW THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF COLUMBIA HEIGHTS, MINNESOTA: 1. Such plans and specifications identified as 2006 Street Rehabilitation, Zone 7B and lA, City Project Number 0502 are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in a trade journal an advertisement for bids upon making of such improvement under such approved plans and specifications. The advertisement shall be published a minimum ofthree weeks prior to the bid opening, shall specify the work to be done, shall state that bids will be received by representatives of the City Council of Columbia Heights until I 0:00 a.m. on May 2, 2006 at which time they will be. publicly opened at the place designated, will then be tabulated and will be considered by the Council on May 8, 2006 in the Council Chamber. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, bid bond, or certified check payable to the City of Columbia Heights for 5 percent of the amount of such bid. Adopted by the Council this 27h day of March, 2006. Offered by: Seconded by: Roll Call: CITY OF COLUMBIA HEIGHTS Mayor, Gary Peterson Patricia Muscovitz, Deputy City Clerk -73- NO: ITEM: NO: AGENDA SECTION: CONSENT .r-A-tO Rental Housing Licenses CITY COUNCIL LETTER Meeting of March 27,2006 ORIGINATING DEPARTMENT: Fire BY: Gary Gorman CITY MANAGER APPROVAL BY: DATE: Approval of the attached list of rental housing license applications, in that they have met the requirements of the Residential Maintenance Code. DATE: March 21,2006 RECOMMENDED rvroTION: Move to approve the items listed for rental housing license applications for March 27,2006 COUNCIL ACTION: -74- Occupany I.D. 10010 30040 10019 20023 12053 30002 30072 12066 30001 12126 30057 20320 20418 20183 10132 10155 20232 20032 30137 L1CENSE_Ltr to Approve Licenses 2006 Property Owner Name Hancor Enterprises LLC City of Columbia Heights E.D.A. Wilmer Adams Gordon Berger Marlene Brown Penelope Brown Danny Dang Willam Franz Gina Kilgore John Lemire Bill Modell Carly Nelson Carly Nelson Darwin Peterson Ronald Picotte Joseph Rutter Ishola Taofeek Michael Vanderheyden Roberto Zapata -75- Property Address 48124TH 965 40TH 5001 WASHINGTON 4622 7TH 3943 Tyler 3754 3RD 3915 LOOKOUT 3830 3RD 4255 MAIN 4022 MADISON 1480 47TH 1301 CIRCLE TERRACE 1231 CIRCLE TERRACE 5228 WASHINGTON 4409 ARTHUR 3817 HAYES 5049 JACKSON 4724 6TH 4911 UNIVERSITY NO: ITEM: NO: CITY COUNCIL LETTER Meeting of March 27,2006 AGENDA SECTION: CONSENT 5 -A- \ \ ORIGINATING DEPARTMENT: Fire CITY MANAGER APPROVAL BY: " Reissue Rental License BY: Gary Gorman DATE: March 23, 2006 DATE: The matter of the revocation of the license to operate a rental unite s) within the City of Columbia Heights against the following properties for failure to meet the requirements of the Residential Maintenance Codes has been resolved. The owner has corrected all violations and paid all fees due. RECOMMENDED MOTION: Move to issue a rental-housing license to Becky Xiong to operate the rental property located at 4642 Taylor Street NE. in that the provisions of the residential maintenance code have been complied with. COUNCIL ACTION: -76- CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: S-A-\2 ORIGINATING DEPT.: CITY MANAGER NO: License Department APPROVAL ITEM: License Agenda BY: Shelley Hansonj'0, DATE: BY~ NO: DATE: March 23, 2006 BACKGROUND/ANALYSIS Attached is the business license agenda for the March 27,2006 City Council meeting. This agenda consists of applications for Contractor licenses for 2006, and a Tobacco License for the 2325 37th PI location. At the top ofthe license agenda you will notice a phrase stating *Signed Waiver Form Accompanied Application. This means that the data privacy form has been submitted as required. If not submitted, certain information cannot be released to the public. RECOMMENDED MOTION: Move to approve the items as listed on the business license agenda for March 27,2006 as presented. COUNCIL ACTION: -77- TO CITY COUNCIL March 27, 2006 * Signed Waiver Form Accompanied Application 2006 BUSINESS LICENSE AGENDA CONTRACTORS LICENSES BLDG *Sign-A-Rama 1050 33rd Ave SE, Mpls *Masterworks Construction 202 Oak St No., Chaska *Pasquale Fragale by Design 52330 Azalea St, Stanchfield *Bluemel's Tree 551 Dru Dr, Hudson, WI Jayhawk Mechanical 1245 Choke Cherry Rd, Lino Lks *Muir Doran Const 7650 Edinborough Way, Edina Western Tree Service 149077 TTT Road, Paynesville *Franklin Bldrs. IT Inc 7865 Beech St, Fridley CIGARETTE/TOBACCO POLICE 2325 J 7th Ave NE, CoL Hts. *Mourado's Tobacco -78- $60.00 $60.00 $60.00 $60.00 $60.00 $60..00 $60.00 $60.00 $300 S--A- 13 CITY OF COLUMBIA HEIGHTS FfNANCE DEPARTMENT . COUNCll., :MEETING OF: .~ 1-1( ~DDb STATE OF MINNESOTA COUNTY OF ANOKA CITY pF COLUMBIA HEIGHTS Motion to approve payment of bills out of the proper funds, as listed .in t.he attached check register covering Check Number JJ L,,3~<l intheamountof$~. . These checks have been examined and found fo be legal charges against the CITY OF through .' I h{; ~ I COLUMBIA HEIGHTS, and are hereby, recommended for payment. -79- ACS FINANCIAL SYSTEM 03/24/2006 11:06:16 Check History CITY OF COLUMBIA HEIGHTS GL050S-V06.70 COVER PAGE GL540R ******************************************************************************* * * * * C 0 U N C I L * * * * * * * * C 0 U N C I L * * * * * * * * C 0 U N C I L * * * * * * * * C 0 U N C I L * * * * ******************************************************************************* Report Selection: Optional Report Title.......03/27/2006 COUNCIL LISTING INCLUSIONS: Fund & Account.............. thru Check Date.................. Source Codes........ ........ Journal Entry Dates......... Journal Entry Ids........... Check Number................ proj ect . . . . . . . . . . . . . . . . . . . . . Vendor. . . . . . . . . . . . . . . . . . . . . . Invoice. . . . . . . . . . . . . . . . . . . . . Purchase Order.............. Bank....................... . u~"cher .................... ] I eased Date. . . . . . . . . . . . . . . ( 00 ared Date. . . . . . . . . . . . . . . . o thru thru thru thru 116388 thru 116581 thru thru thru thru thru thru thru thru Run Instructions: Jobq Banner Copies Form Printer Hold Space LPI J COUNCIL 02 P4 Y S 6 Lines CPI CP SP 066 10 Y Y ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 1 BANK CHECKING ACCOUNT AADLUND/SHERRY AFRTHURS/MARCIE ALL SAFE FIRE & SECURITY ARCH WIRELESS/METROCALL BAKKEN/CHERYL BROOKS/VELARE BULHAN/ABDIRIZAK BUTAU/HOLLI CHANHASSEN DINNER THEATR CITY WIDE WINDOW SERVICE CLAUSEN/CAROL CROTTY/KAREN DEEP ROCK WATER COMPANY DORR/SHARON ENGLUND/JEAN FLECK/LYNETTE FOSSE/LISA GREENHALGH/TOM HAMMES/KELLY HANSON/SHELLY JOHNSON/ANGELA JOHNSON/DEBBIE KELLY/MICHELLE KLISCH/SUE KONECNY/CHRIS LUIS SANCHEZ/JOSE MENARDS CASHWAY LUMBER-F MICKELSON/JULIE MICKELSON/KIM NEW FOGEY FOLLIES PETTY CASH - NICOLE JOUP QWEST COMMUNICATIONS RIFFENBURG/HEATHER ROOD/TODD SAM r S CLUB VIKING ELECTRIC SUPPLY WALDEMAR/ALLISON WINDSCHITL/KEITH WINKELMAN/JODI WRESSELL/JEFF XCEL ENERGY (N S P) ZADLO/KIM ZAPPA/KARLA CITY OF COLUMBIA HEIGHTS AARP ACE ICE COMPANY ALL SAFE FIRE & SECURITY 00 I-' 116388 116389 116390 116391 116392 116393 116394 116395 116396 116397 116398 116399 116400 116401 116402 116403 116404 116405 116406 116407 116408 116409 116410 116411 116412 116413 116414 116415 116416 116417 116418 116419 116420 116421 116422 116423 116424 116425 116426 116427 116428 116429 116430 116431 116432 116433 116434 AMOUNT 13 .00 13 .00 21.39 27.20 10.24 13.00 13.00 13.00 100.00 8.52 11. 00 13 .00 68.42 13 .00 26.00 13 .00 13 .00 13 .00 26.00 20.47 39.00 23.00 13.00 13 .00 13.00 13.00 742.84 13.00 13 .00 69.00 182.67 964.72 26.00 13 .00 120.83 192.66 13.00 50.23 13.00 13 ..00 93.07 13.00 13.00 245,005.32 290.00 138.04 81.76 ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 2 BANK CHECKING ACCOUNT CALIBRE PRESS INC CHISAGO LAKES DISTRIBUTI COCA-COLA BOTTLING MIDWE CZAPlEWSKI/IRENE DEAN/JUDITH DONOVAN/CINDY DUFFY/PATRICK ECKER/MARK FOOD MARKET MERCHANDISIN FSH COMMUNICATIONS, LLC G & K SERVICES GENUINE PARTS/NAPA AUTO GRIGGS-COOPER & CO GROTEWOLD/MARK HENRY P HENRY HOHENSTEINS INC HOLMES/COLE JJ TAYLOR DIST OF MN JOHNSON BROS. LIQUOR CO. KLOSS/MARY KONDRICK/STEVEN KRUSE/PAUL KUETHER DIST. CO. MARK VII DIST. MIDWEST ASPHALT CO. MOELLER/KAREN NEXTEL COMMUNICATIONS PETTY CASH - JOANNE BAKE PETTY CASH - KAREN MOELL PETTY CASH - LIZ BRAY PHILLIPS WINE & SPIRITS QUALITY WINE & SPIRITS QWEST COMMUNICATIONS RADIL/ANDY SPROWLS/CRAIG TDS METROCOM VERIZON - ATTN: PREPAY D WEST/RACHEL WINE MERCHANTS XCEL ENERGY (N S P) ABLE HOSE & RUBBER INC ACE SUPPLY COMPANY INC ACME TYPEWRITER ADI-ADEMCO DISTRIBUTION ALLIED/BFI WASTE SYSTEMS AMERIPRIDE ANCHOR PAPER 00 N 116435 116436 116437 116438 116439 116440 116441 116442 116443 116444 116445 116446 116447 116448 116449 116450 116451 116452 116453 116454 116455 116456 116457 116458 116459 116460 116461 116462 116463 116464 116465 116466 116467 116468 116469 116470 116471 116472 116473 116474 116475 116476 116477 116478 116479 116480 116481 AMOUNT 199.00 3,036.13 2,958.10 44.00 97.70 250.00 475.00 60.27 141.60 58.58 143 . 77 260.69 5,890.43 406.00 474.36 4,405.15 25.00 16,714.85 23,050.80 100.00 114.31 25.00 25,932.80 11,742.64 43,639.41 134.99 342.50 90.68 188.83 31.36 5,672.65 4,089.81 120.65 435.00 178.69 1,041.57 60.00 500.00 3,598.20 4,956.62 75.64 149.98 102.00 33.55 177,510.42 74.08 58.63 ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER AMOUNT CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 3 BANK CHECKING ACCOUNT ANCOM COMMUNICATIONS INC 116482 383.40 ANOKA COUNTY 116483 92,632.00 ANOKA COUNTY LIBRARY 116484 1,078.65 ASPEN EQUIPMENT 116485 90.16 ASPEN MILLS, INC. 116486 110.57 BAKER & TAYLOR 116487 3,670.59 BAKER & TAYLOR ENTERTAIN 116488 519.83 BARNA GUZY & STEFFEN LTD 116489 13,965.00 BOYER TRUCK PARTS 116490 151.09 BRADLEY & GUZZETTA LLC 116491 525.00 BRAUN INTERTEC CORPORATI 116492 1,567.20 BRODART 116493 19.16 BUETOW AND ASSOCIATES IN 116494 1,658.62 BUILDING FASTENERS 116495 37.35 CAMDEN PET HOSPITAL, INC 116496 1,061.00 CATCO PARTS SERVICE 116497 955.47 CENTER POINT ENERGY 116498 571. 26 CLARK PRODUCTS INC 116499 21. 40 COLE INFORMATION SERVICE 116500 328.95 COLUMBIA HEIGHTS VOLUNTE 116501 2,000.00 DAHLGREN SHARDLOW & UBAN 116502 4,276.84 DAVIES WATER EQUIPMENT C 116503 73.59 DELEGARD TOOL CO. 116504 168.53 00 DIAMOND VOGEL PAINTS 116505 186.06 EBERT CONSTRUCTION 116506 146,715.89 UJ EGAN OIL COMPANY 116507 6,683.70 EHLERS & ASSOCIATES INC 116508 568.75 ESS BROTHERS & SONS INC 116509 1,381.31 FIRE ENGINEERING 116510 30.00 FOUNDATION CENTER/THE 116511 221. 50 G & K SERVICES 116512 506.74 GALE GROUP/THE 116513 94.37 GENUINE PARTS/NAPA AUTO 116514 409.80 GOODIN CO. 116515 399.32 HANKS SPECIALTIES 116516 9.33 HARBOR FREIGHT TOOLS 116517 42.59 HEIGHTS ELECTRIC INC. 116518 827.00 HOME DEPOT #2802 116519 199.39 HOTSY EQUIPMENT OF MINN 116520 289.95 INSTRUMENTAL RESEARCH IN 116521 320.00 J H LARSON ELECTRIC COMP 116522 41.79 JRH ENTERPRISES 116523 1,215.19 KENNEDY & GRAVEN 116524 3,816.64 LADEN'S BUSINESS MACHINE 116525 136.09 LEAGUE OF MINNESOTA CITI 116526 320.00 LEAGUE OF MN CITIES INS 116527 36,476.75 MARTIN-MCALLISTER 116528 350.00 ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 4 BANK CHECKING ACCOUNT MEDTOX LABORATORIES INC MENARDS CASHWAY LUMBER-F METRO COMMUNICATIONS SER METRO FIRE, INC METROPOLITAN COUNCIL WAS MIDWAY FORD MIDWEST ART FAIRS MINITEX - ATTN MARY GARC MINNEAPOLIS FINANCE DEPT MINNEAPOLIS OXYGEN CO. MINNEAPOLIS SAW CO. MINNESOTA COUNTY ATTORNE MN AMERICAN PLANNING ASS MN DEPT OF LABOR & INDUS MN SPRING & SUSPENSION MTI DISTRIBUTING MUNleI-PALS MYERS TIRE SUPPLY COMPAN NATIONAL WATERWORKS, INC NEEHAN FOUNDRY CORP NORTHERN AIR NORTHERN STAR COUNCIL O'GARA/ANDREW OCCUPATIONAL DEVELOPMENT OFFICE DEPOT ONVOY PATCHIN MESSNER & DODD I PEPSI-COLA-7 UP PETTY CASH - LINDA MAGEE POLICE MARKSMAN ASSOCIAT POS PAPER. COM PREMIUM WATERS INC PROGRESSIVE CONSULTING E PRO SOURCE TECHNOLOGIES I ROCHESTER PUBLIC LIBRARY RUGG'S RECOMMENDATIONS S R F CONSULTING GROUP I SCHELEN GRAY ELECTRIC SECURITY FENCE & CONSTRU SHERWIN WILLIAMS SHORT ELLIOT HENDRICKSON STAPLES BUSINESS ADVANTA STREICHER'S GUN'S INC/DO SUN PUBLICATION TEE'S PLUS TRANS-ALARM INC UNIFORMS UNLIMITED INC 00 ~ 116529 116530 116531 116532 116533 116534 116535 116536 116537 116538 116539 116540 116541 116542 116543 116544 116545 116546 116547 116548 116549 116550 116551 116552 116553 116554 116555 116556 116557 116558 116559 116560 116561 116562 116563 116564 116565 116566 116567 116568 116569 116570 116571 116572 116573 116574 116575 AMOUNT 28.80 648.95 789.25 466.34 66,210.13 507.03 15.95 458.00 88,432.88 10.14 134.42 68.69 10.00 30.00 74.55 744.00 25.00 34.87 136.45 2,239.63 1,437.12 173.00 45.00 482.79 1,574.01 59.99 5,750.00 30.00 400.00 18.95 453.59 27.02 1,095.00 57,264.82 5.00 29.95 392.00 65.09 359.12 172.97 1,663.82 257.19 1,942.17 89.10 535.50 5,674.90 722.07 ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 5 AMOUNT BANK CHECKING ACCOUNT UNITED RENTALS VERIZON WIRELESS VIKING SAFETY PRODUCTS VOSS LIGHTING WW GRAINGER, INC XCEL ENERGY (N S P) 116576 116577 116578 116579 116580 116581 28.40 98.40 95.47 195.02 690.87 67.04 1,158,384.09 *** 00 CJI I ACS FINANCIAL SYSTEM 03/24/2006 11 BANK VENDOR REPORT TOTALS: 00 0\ I CITY OF COLUMBIA HEIGHTS GL540R-V06.70 PAGE 6 Check History 03/27/2006 COUNCIL LISTING CHECK NUMBER AMOUNT 1,158,384.09 RECORDS PRINTED - 000729 ACS FINANCIAL SYSTEM 03/24/2006 11:06:18 Check History CITY OF COLUMBIA HEIGHTS GL060S-V06.70 RECAPPAGE GL540R FUND RECAP: FUND DESCRIPTION 101 201 225 240 261 265 270 370 376 377 378 379 385 386 389 401 410 411 415 420 601 1-.....-- 100 1'1 I I b",<< 701 720 881 884 885 887 DISBURSEMENTS ---------------------------- GENERAL COMMUNITY DEVELOPMENT FUND CABLE TELEVISION LIBRARY TWENTY-FIRST CENTURY GRANT CONFISCATED/FORFEITED PROP DARE PROJECT TIF S7: HSG & REDV TIF DIST1 TAX INCREMENT BONDS SHEFFIELD - DS MEDTRONICS - DS HOUSING TIF #1 SCATTER MULTI-USE REDEVELOPMENT PLAN HOUSING TIF #2 R8:TRANSITION BLK REDEVELOP CAPITAL IMPROVEMENTS SHEFFIELD REDEVLPMNT:NON-TIF CAPITAL IMP-GEN GOVT. BLDG CAPITAL IMPRVMT - PIR PROJ CAP IMPROVEMENT-DEVELOPMENT WATER UTILITY SEWER UTILITY REFUSE FUND STORM SEWER UTILITY LIQUOR SEWER CONSTRUCTION FUND CENTRAL GARAGE DATA PROCESSING CONTRIBUTED PROJECTS-REC INSURANCE ESCROW FLEX BENEFIT TRUST FUND 126,232.73 563.52 525.00 8,696.23 31.36 722.07 535.50 35.00 70.00 35.00 35.00 70.00 2,072.75 35.00 35.00 6,034.02 4,276.84 150,768.81 46,438.03 66,237.05 90,237.92 70,155.09 177,521.08 62.80 109,978.74 1,990.58 12,713.02 575.23 255.82 36,476.75 239,585.91 5,382.24 1,158,384.09 TOTAL ALL FUNDS BANK RECAP: BANK NAME DISBURSEMENTS ---------------------------- BANK CHECKING ACCOUNT TOTAL ALL BANKS 1,158,384.09 1,158,384.09 CITY COUNCIL LETTER Meeting of March 27, 2006 AGENDA SECTION: Public ORIGINATING DEPARTMENT: CITY Hearings Fire MANAGER NO: foA APPROVAL ITEM: Adopt Resolution For BY: Gary Gorman BY~, Abatement DATE: March 23, 2006 DATE: NO: 2006-46 Declaration of a nuisance and abatement of violations within the City of Columbia Heights is requested against Andrew Watson regarding property at 666 46th 'li Avenue NE for failure to meet the requirements of the Residential Maintenance Code. RECOMMENDED MOTION: Move to close the public hearing and to waive the reading of Resolution No. 2006-46 there being ample copies available to the public. RECOMMENDED MOTION: Move to adopt Resolution No. 2006-46, a resolution of the City Council of the City of Columbia Heights declaring the property at 666 46th -1/2 Avenue NE a nuisance and approving the abatement of violations from the property pursuant to City Code section 8.206. COUNCIL ACTION: -88- RESOLUTION 2006-46 Resolution of the City Council for the City of Columbia Heights declaring the property a nuisance and approving abatement of ordinance violations pursuant to Chapter 8, Article II, of City Code, of the property owned by Andrew Watson (Hereinafter "Owner of Record"). Whereas, the owner of record is the legal owner of the real property located at 666 46-1/2 Avenue NE. Columbia Heights, Minnesota, And whereas, pursuant to Columbia Heights Code, Chapter 8, Article II, Section 8.206, written notice setting forth the causes and reasons for the proposed council action contained herein was sent via certified and regular mail to the owner of record on March 10, 2006. Now, therefore, in accordance with the foregoing, and all ordinances and regulations of the City of Columbia Heights, the City Council of the City of Columbia Heights Makes the following: FINDINGS OF FACT 1. That on November 30, 2005, an inspection was conducted on the property listed above. Inspectors found three violations. A compliance order was sent via regular mail to the owner at the address. 2. That on January 9,2006, inspectors reinspected the property and found that three violations remained uncorrected. 3. That based upon said records of the Fire Department, the following conditions and violations of City Ordinance(s) were found to exist, to-wit: A. Shall remove the downed/dead tree in the back yard, shall remove all/any brush from the tree, all/any branches shall be removed from the property. B. Shall fill in the hole left by the stump, shall grade and sod/seed/landscape the area. C. Shall repair/replace the fence. 4. That all parties, including the owner of record and any occupants or tenants, have been given the appropriate notice of this hearing according to the provisions of the City Code Section 8.206(A) and 8.206(B). CONCLUSIONS OF COUNCIL 1. That the property located at 66646-1/2 Avenue NE. is in violation of the provisions of the Columbia Heights City Code as set forth in the Notice of Abatement attached hereto; 2. That all relevant parties and parties in interest have been duly served notice of this hearing, and any other hearings relevant to the abatement of violations on the property listed above. 3. That all applicable rights and periods of appeal as relating to the owner of record, occupant, or tenant, as the case may be, have expired, or such rights have been exercised and completed. -89- ORDER OF COUNCIL 1. The property located at 666 46-1/2 Avenue NE. constitutes a nuisance pursuant to City Code. 2. That a copy of this resolution/order shall be served upon all relevant parties and parties in interest. 3. That any motion for summary enforcement shall be served upon all relevant parties and parties in interest. 4. That all service provided for herein shall be in accordance with Minnesota Statute 483.17, subd.2 Passed this day of 2006 Offered by: Second by: Roll Call: Mayor Gary L. Peterson Attest: Patricia Muscovitz, CMC Deputy City Clerk/Council Secretary -90- COLUMBIA HEIGHTS CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: Items for Consideration Other Ordinances and Resolutions NO: ",A \ ORIGINATING DEP ARTI'v1ENT: Community Development CITY MANAGER'S APPROVAL ITEM: 2nd Reading: Ordinance 1507, Zoning Amendment to the Zoning Code as it Relates to Swimming Pools and Hot Tubs BY: Jeff Sargent, City Planner DATE: March 22, 2006 j~ BACKGROUND: The current Zoning Code requires that all swinllning pools shall be enclosed by a non-climbable wall, fence or combination thereof at least six (6) feet in height, with a self-closing gate capable of being secmed with a lock so as to prevent uncontrolled access by children. The Zoning Code does not have specifically mention hot tubs, nor does it defme aboveground, in-ground, or hot tub pools. A recent concern from a resident prompted City Staff to look into the question as to whether a hot tub would require the installation of a 6- foot high fence for safety purposes. Staff feels that because hot tubs come equipped with a child-resistant cover, this would suffice the secmity measme that the 6-foot tall fence attempts to achieve. The requirement for a 6- foot high fence around an aboveground or in-ground pool is for several reasons. This first is for the general safety and welfare of the public. The fence acts as a physical barrier that would prohibit small children from accessing the property and gaining entrance into the pool. A second reason for the fence is for privacy. A fence helps deflect some amount of noise, which is typical when an outdoor recreational pool is in use, as well as being a visual barrier into and out of the pool area. By natme, Staff feels that hot tubs in general are less intrusive, and are used for different purposes. Generally, the noise generated by hot tubs users would be substantially less than those using an aboveground or in-ground pool. Also, because hot tubs are equipped with lockable covers, this would prevent the access into the hot tub from children in the area. RECOMMENDATION: The Planning and Zoning Commission recommends that the City Council approve the requested zoning amendment. RECOMMENDED MOTION: Move to waive the reading of Ordinance No. 1507, being ample copies available to the public. Move to adopt Ordinance No. 1507, being an ordinance amending Ordinance No. 1490 City Code of 2005, adopting the proposed zoning amendments. Attachments: p+Z Memo, Draft Ordinance COUNCIL ACTION: -91- DRAFT ORDINft..NCE NO. 1507 BEING AN ORDINANCE AMENDING ORDINANCE NO. 1490, CITY CODE OF 2005, RELATING TO SWIMMING POOLS AND HOT TUBS The City of Cohunbia Heights does ordain: Chapter 9, Article I, Section 9.103 of the Columbia Heights City Code, is proposed to include the following additions: ~ 9.103 DEFINITIONS. SWIMMING POOL, ABOVE GROUND. All swimming pools that are constructed so that the edge of the pool is greater than three and one-half (3.5) feet above ground grade or has a capacity of more than three-thousand (3,000) gallons of water. SWIMMING POOL, HOT TUB. All pools that are intended for hydro-therapeutic massage and relaxation purposes that have a capacity of less than seven-hundred fIfty (750) gallons of water, including such pools generally constructed with a filter unites), pump(s), water jet(s), molded seating and a heating unites). Any hot tub greater than 750 gallons of water shall be considered an aboveground pool for regulatory purposes. SWIMMING POOL, IN-GROUND. All swimming pools constructed so that the pool edge is level with the ground grade. Chapter 9, Article I, Section 9.106 (C)(4) of the Columbia Heights City Code, IS proposed to include the following additions and deletions: ~ 9.106 GENER..A-L DEVELOPMENT PROVISIONS. (C) Accessory uses and structures. (4) Private swimming pools and courts. All private swilmning pools, tennis courts, ball courts and other private recreational facilities are subject to the following standards: (a) [NO CHANGES] (b) [NO CHANGES] (c) [NO CHANGES] (d) [NO CHANGES] (e) [NO CHANGES] (f) Hot tubs shall not be located within five (5) feet of any side yard or rear lot line, or within any required front yard. Such pools may be equipped with a child-resistant, lockable cover in lieu of a six-foot tall -92- fence. Hot tubs are permitted on attached or detached decks if it can be proven that the deck is engineered to be structurally sound enough to support the bearing load of the hot tub. OO(g) Lighting shall be so oriented as not to cast light on adjacent properties. fgj(h) The facility shall not be located within any drainage or utility easement. (h1(i) Any accessory mechanical apparatus shall be located at least 30 feet from any residential structure on an adjacent lot. fij(j) All swimming pools containing more than 3,000 gallons or with a depth in excess of 42 inches (3.5 feet) shall require a building pennit from the city. Section 2: This ordinance shall be in full force and effect from and after 30 days after its passage. First Reading: Second Reading: Date of Passage: , 2005 ,2005 Offered by: Seconded by: Roll Call: Mayor Gary L. Peterson Attest: Patricia Muscovitz, Deputy City Clerk -93- ORDI1"~ANCE NO. 1507 BEING AN ORDINANCE AMENDING ORDINANCE NO. 1490, CITY CODE OF 2005, RELATING TO SWIMMING POOLS AND HOT TUBS The City of Columbia Heights does ordain: Chapter 9, Article I, Section 9.103 of the Columbia Heights City Code, is thereby amended to read as follows: ~ 9.103 DEFINITIONS. SWIMMING POOL, ABOVE GROUND. All swimming pools that are constructed so that the edge of the pool is greater than three and one-half (3.5) feet above ground grade or has a capacity of more than three-thousand (3,000) gallons of water. SWIMMING POOL, HOT TUB. All pools that are intended for hydro-therapeutic massage and relaxation purposes that have a capacity of less than seven-hundred fifty (750) gallons of water, including such pools generally constructed with a filter unites), pump(s), water jet(s), molded seating and a heating unites). Any hot tub greater than 750 gallons of water shall be considered an aboveground pool for regulatory purposes. SWIMMING POOL, IN-GROUND. All swimming pools constructed so that the pool edge is level with the ground grade. Chapter 9, Article I, Section 9.106 (C)(4) of the Columbia Heights City Code, which currently reads to wit: (C) Accessory uses and structures (4) Private swimming pools and courts. All private swimming pools, tennis courts, ball courts and other private recreational facilities are subject to the following standards: (a) The facility in not operated as a business or private club. (b) The facility is not located within any required front or side yard. (c) The facility is set back at least five feet from any property line, including any walks, paved areas or related structures or equipment. (d) For swimming pools, the pool itself, the rear yard, or the entire property shall be enclosed by a non-climbable wall, fence or combination thereof at least six feet in height, with a self-closing gate capable of being secured with a lock so as to prevent uncontrolled -94- access by children. If the only access is through a principal or accessory structure, such point of access shall be lockable. In the case of aboveground pools, polls sides that are vertical may contribute to the required fencing, provided all points of access ate controlled to prevent access by children, including the removal of all ladders or stairs whenever the pool is not in use. (e) For in-ground pools, the pool is set back at least six feet from the principal structure. (f) Lighting shall be so oriented so as not to cast light on adjacent properties. (g) The facility shall not be located within any drainage or utility easement. (h) Any accessory mechanical apparatus shall be located at least 30 feet from any residential structure on an adjacent lot. (i) All swimming pools containing more than 3,000 gallons or with a depth in excess of 42 inches (3.5 feet) shall require a building permit from the city. Is thereby amended to read as follows: (C) Accessory uses and structures (4) Private swimming pools and courts. All private swimming pools, tennis courts, ball courts and other private recreational facilities are subject to the following standards: (a) The facility in not operated as a business or private club. (b) The facility is not located within any required front or side yard. (c) The facility is set back at least five feet from any property line, including any walks, paved areas or related structures or equipment. (d) For swimming pools, the pool itself, the rear yard, or the entire property shall be enclosed by a non-climbable wall, fence or combination thereof at least six feet in height, with a self-closing gate capable of being secured with a lock so as to prevent uncontrolled access by children. If the only access is through a principal or accessory structure, such point of access shall be lockable. In the case of aboveground pools, polls sides that are vertical may contribute to the required fencing, provided all points of access are controlled to -95- prevent access by children, including the removal of all ladders or stairs whenever the pool is not in use. (e) For in-ground pools, the pool is set back at least six feet from the principal structure. (f) Hot tubs shall not be located within five (5) feet of any side yard or rear lot line, or within any required front yard. Such pools may be equipped with a child-resistant, lockable cover in lieu of a six-foot tall fence. Hot tubs are permitted on attached or detached decks if it can be proven that the deck is engineered to be structurally sound enough to support the bearing load of the hot tub. (g) Lighting shall be so oriented so as not to cast light on adjacent properties. (11) The facility shall not be located within any drainage or utility easement. (i) Any accessory mechanical apparatus shall be located at least 30 feet from any residential structure on an adjacent lot. G) All swimming pools containing more than 3,000 gallons or with a depth in excess of 42 inches (3.5 feet) shall require a building permit from the city. Section 2: This ordinance shall be in full force and effect from and after 30 days after its passage. First Reading: Second Reading: Date of Passage: ~vlarch 13, 2006 , 2006 Offered by: Seconded by: Roll Call: Mayor Gary L. Peterson Attest: Patricia Muscovitz, Deputy City Clerk -96- CITY OF COLUMBIA HEIGHTS PLANNING REPORT CASE NUMBER: 2006-0302 DATE: February 17, 2006 TO: Columbia Heights Planning Commission APPLICANT: City of Columbia Heights REQUEST: Zoning Amendment to the Zoning Code as it relates to the Swimming Pools and Hot Tubs PREPARED BY: Jeff Sargent, City Planner BACKGROUND: The Current City of Columbia Heights Zoning Code requires that all swimming pools, the rear yard, or the entire property shall be enclosed by a non-climbable wall, fence or combination thereof at least six (6) feet in height, with a self-closing gate capable of being secured with a lock so as to prevent uncontrolled access by children. The Zoning Code does not have specifically mention hot tubs, nor does it define above-ground, in- ground, or hot tub pools. A recent concern from a resident prompted City Staff to look into the question as to whether a hot tub would require the installation of a 6-foot high fence for safety purposes. Staff feels that because hot tubs come equipped with a child-resistant cover, this would suffice the security measure that the 6-foot tall fence attempts to achieve. ANALYSIS: City Staff has polled other cities in the area to see how this question is addressed elsewhere. It was discovered that most other cities do not differentiate between hot tubs and swimming pools, classifying both as one and the same. The City of White Bear Lake has recently adopted an ordinance relating to hot tubs that addresses this issue. The ordinance adopted in White Bear Lake does not require a 6-foot high fence for a hot tub, rather relies on the child-resistant cover for the child's protection. The requirement for a 6-foot high fence around an aboveground or in-ground pool is for several reasons. This first is for the general safety and welfare of the public. The fence acts as a physical barrier that would prohibit small children from accessing the property and gaining entrance into the pool. A second reason for the fence is for privacy. A fence helps deflect some amount of noise, which is typical when an outdoor recreational pogl ~.. ii!_!:l_~~J__5!~_~e!L~:;_~_~i~_!;"1_c:l_ visual_~_~rrie.r_~~~~u~~d out of th~_P?~I_~~_~!,:_________ -97- City of ColLJmiJia _H~ights Planning Commission Text Amendment, Hot Tubs March 8, 2006 Case # 2006-0302 By nature, Staff feels that hot tubs in general are less intrusive, and are used for different purposes. Generally, the noise generated by hot tubs users would be substantially less than those using an aboveground or in-ground pool. Also, because hot tubs are equipped with lockable covers, this would prevent the access into the hot tub from children in the area. CONSISTENCY WITH COMPREHENSIVE PLAN: The Comprehensive Plan is not affected in any way with the proposed zoning amendment. FINDINGS OF FACT: The City Council shall make the following findings before granting approval of a request to amend the City Code. These findings are as follows: a) The amendment is consistent with the comprehensive plan. The Comprehensive Plan is not affected in any way with the proposed zoning amendment. b) The amendment is in the public interest and is not solely for the benefit of a single property owner. The proposed amendment would allow the public to obtain a hot tub without the requirement of also constructing a 6-foot tall fence around the hot tub. This is in the public interest, as it would decrease the overall cost of the project of installing a hot tub, while maintaining the public safety due to the lockable covers that hot tubs provide. c) Where the amendment is to change the zoning classification of a particular property, the existing use of the property and the zoning classification of property within the general area of the property in question are compatible with the proposed zoning classification. This amendment is not changing the zoning classification of a parlicular properly. d) Where the amendment is to change the zoning classification of a particular property, there has been a change in the character or trend of development in This amendment is not changing the zoning classification of a parlicular properly. -98- Page 2 City of Columbia Heights Planning Commission Text Amendment, Hot Tubs March 8, 2006 Case # 2006-0302 RECOMMENDATION: City Staff recommends that the Planning and Zoning Commission recommend approval of the proposed zoning amendment as outlined in the attached draft ordinance. This amendment would allow hot tubs to be installed in the city without the requirement of a 6-foot tall fence surrounding it. The zoning amendment also adds definitions of an aboveground, in-ground, and hot tub swimming pool. Motion: The Planning Commission recommends that the City Council approve the text amendments as outlined in the attached draft ordinance. Attachments . Draft Ordinance -99- Page 3 COLUMBIA HEIGHTS CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: Items for Consideration Other: Ordinances and Resolutions NO: 7A~ ORIGINATING DEPARTMENT: Community Development CITY MANAGER'S APPROVAL ITEM: Second reading of Ordinance No. 1500, vacating a pOliion of Lookout Place BY: Jeff Sargent dS DATE: March 22, 2006 BY: BACKGROUND: The second reading of Ordinance No. 1500, vacating a portion of Lookout Place, in association with the Final Plat for Sarna's Addition, was tabled to the March 27, 2006 City Council meeting. This was contingent on the applicants having all other approvals for the project in place. At this time, the applicants do not have all necessary approvals granted in order to establish a second reading of Ordinance No. 1500, vacating a portion of Lookout Place. For this reason, this item will be tabled to the May 8, 2006 City Council meeting. If the necessary approvals are not in place for the Sarna's Addition plat at this time, Ordinance No. 1500 will need to be tabled once again. It is the City's understanding that the Sarna's proj ect is in the fmal stages of seeking Final Plat approval. The applicants stated that they would be seeking Final Plat approval at the May 8, 2006 City Council meeting, assuming that the Planning and Zoning Commission hears the case at the May 2, 2006 Planning and Zoning Commission meeting. RECOMMENDATION: City Staff reconunends that the City Council table Ordinance No. 1500, vacating a pOliion of Lookout Place for the May 8, 2006 City Council meeting. RECOMMENDED MOTION: Move to table the second reading of Ordinance No. 1500, vacating a portion of Lookout Place, for Monday, May 8, 2006 at approximately 7:00 pm in the City Council Chambers. Attachments: Draft Ordinance 1500, Location Map COUNCIL ACTION: -100- ORDIl'-~ANCE NO. 1500 BEING AN ORDINANCE AMENDING ORDINANCE NO. 1490 CITY CODE OF 2005, VACATING A PORTION OF LOOKOUT PLACE The City of Columbia Heights does ordain: Section 1: The City of Columbia Heights hereby vacates a portion of the public street over, across, and under the following described property, to wit: That part of Lookout Place lying between two lines: the northerly line being the westerly extension of the north line of Block 68, Columbia Heights Annex to Minneapolis, to the easterly line of State Trunk Highway 47 and the southerly line being drawn from the most southwesterly comer of Lot 17, Block 68, Columbia Heights Annex to Minneapolis, to the southeast comer of north half of Lot 2, as determined by proportional measurements along the east and west lines, Rearrangement of Block E, Columbia Heights Annex to Minneapolis. Section 3: The vacation of the street right-of-way described above shall be subject to the following condition: All necessary approvals for the Sarna's Addition plat shall be granted prior to the Second Reading of this Ordinance. This ordinance shall be in full force and effect from and after 30 days after its passage. Section 2: First Reading: Second Reading: Date of Passage: Offered by: Seconded by: Roll Call: Mayor- Gary L. Peterson Patricia Muscovitz, CSMlDeputy City Clerk -101- ,- Appendix A Leqal Description for the Vacation of Lookout Place (As provided by Kurth Surveying, Inc.) That part of Lookout Place lying between 2 lines: the northerly line being the westerly extension of the north line of Block 68, Columbia Heights Annex to Minneapolis, to the easterly line of State Trunk Highway No. 47 and the southerly line being drawn from the most southwesterly corner of Lot 17, Block 68, Columbia Heights Annex to Minneapolis, to the southeast corner of the north half of Lot 2, as determined by'proportional measurements along the east and west lines. Rearrangement of Block E, Columbia Heights Annex to Minneapolis. -102- r ! jo r- - \ ~ ... \~"' ~ 1 0 I Z - \1 1 I \1 . 11 f- ' en - \1 - L ~ : I \I ~ ~ n W \Ii \ \\1 ::> z w > <- >- f- - Vl IX W > - Z ::J ~ ,., L- 40TH AVENUE N.E. R/\-J 80 FT. ~ ~~ ~: a.5!u ~"~ ...~l; <:I..... e I I I I I . I "I I I 8 L ok K T-j I I I 6 a I I . I I I'; I I I I I - . ,., N := v " I ,'. ": T' -1-_-1 ";f-}~:. :....:.. .' ~.' ". .. r:li:~ SI~~ I I ,I I 1'3 H T ,.L 12 II '" u" oJ '" U" -> <: H _ >- ~- lJ) t"C ". 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Af\IJ DISK SET D6'OTES exl STINlJ SMIITAR'I' sarr;n D~5' :J(ISTINlJ \l^TER lAhlN D~S fXlSTIP..o GAS W,IN Oe.'Ola: E)lISTIHJ CONCilETE CURa r:ur DEMlTES :t AlOT CDNTOlJR l.IHE DeCl'r~ I FCOT l:CNTOUIl LINE DEklTS !leISTlt.O SPOT ELEVATION -;-- OENOlEI D-I^IN Lln< Fen:E ---;:1--- oENtJ'rEs llQllEll PCI.E. , t1Va&aQ El...<<cmIC _t'~r_ oa.ma 'fS,S'IOE PEDESTM. , UlDERimClUJ Te.EPJ-aE ~ OENOlES cl)lCllETE SURFACE r..,..~..":.~.". iI DENOtES al.ACKTDP , CCHCRETE AREA IPOOR CINHTlDHI 1 FOR nus PUN. m: fAST !.INS OF If./IVE'lSITY AVfMJE. 15 AS'SlIal TO aEAR 5.IIr:WOg'E. ' TUTM. AfIE.\ cP 1UUtD<\1I't . 53.911h SO.FT. . OR 1.2 ACRES BENO-WJlKt tN-I Ar -10TH. LOCKOOT.ELEV.2U'," ICIT'Y DAMI SetctWJll(: TMi AT SU&t,r . LDO<<lIJT-ELEV.n'.!!; {CITY!JATUlI Sc:.~LE ~ell.POf'..lllFESr j ~ o < Q E i:i i5r- . j:' ...J >- [ ~ => S;!::C ~ rD 5~~ '"'" UJ:..-l f W < ... ;- I ('lj o I"""' 1 I C!l WZ u- -0 ~-1 -.1 _ a: en 03- tD ..J ..J en - 0:: <((9 Z - 0:: -6 rJ<( (f)o:: <( CO "<.tel-. i!i~ ~; ~~~~ iYrru ~ FEEl' ~ .;;~ - ~::.~ ..=a:..i g .;i!:;: ;: :i~E t:1 ~;: ~ ~ ~ii:;~ ~ ~:!! --J = rtiS< for g~-~ ~ "'R9w COLUMBIA HEIGHTS CITY COUNCIL LETTER Meetin of: March 28, 2006 CITY MANAGER'S APPROVAL //1 I BY: b~/ AGENDA SECTION: Other Business NO: 7C1 ORIGINATING DEPARTMENT: Activity Development ITEM: Participation Process for Activity Center Pro'ect. BY: Robert Streetar DATE: March 24, 2006 BACKGROUND Since April of 2004, the City of Columbia Heights, the Columbia Heights School Board and residents of the City have discussed the possibility of constructing an activity center. The impetus for an activity center was the lack of gymnasium space, as well as wanting to provide an amenity that would serve existing adult residents and attract new residents moving into the large Parkview and Grand Central Lofts redevelopments. To that end, the City and the School undertook a demand analysis. The purpose ofthe analysis was to determine the types of amenities that may be in demand by studying other facilities in other communities, estimate the number memberships that could be expected as well as determine a fee structure that would be affordable. In addition, Kraus Anderson Construction, and Parker Durant Architects provided construction estimates on a variety of activity center space configurations free of charge. The next step is to engage the residents and stakeholders in a process to determine how to best meet the need for an activity center. The process performed by Jill Schultz, of JMS Communications and Mark Ruff of Ehlers and Associates has been used in a number of communities to assist the Activity in determining how to best meet the need for public facilities. This process was presented at a City Council work session on March 6, 2006. A summary of this process is also described in attachment A. The cost of public participation process is $35,540. This amount is all that is paid to the consultant. Additional costs include approximately $10,000 for printing and postage costs of three-city new letters to residents, and $10,000 for an optional resident survey. Funds to pay for the public participation process would come from the Activity Center Capital Building Fund. These funds, which total $3.9 million dollars, are funds the City Council has already appropriated for this purpose. Please find attachment B - Communications Consultant Services Agreement, and Attachment C - the Proposal Summary of Activities. RECOMMENDATION: Staff recommends the City enter into the Communications Consultant Services Agreement with Ehlers & Associates, Inc. RECOMMENDED MOTION: Move to approve the Communications Consultant Services Agreement with Ehlers & Associates for an amount not to exceed $35,540 with funding to come from the Activity Center Capital Building Fund COUNCIL ACTION: -104- ,IJ7i.7K:-II/Jj'fAJr'A' · Ehlers & Associates PUBLIC PARTICIPATION PROCESS OUTLINE Effectively communicate the problem to the public using a variety of means, creating an appreciation for, and an understanding of, the need. · Develop a problem statement. · Develop a chronology that documents the problem and the history oftrying to address it. · Explain impact of not solving the problem as outcome statement with impacts on residents and customers. · Assess community understanding of problem and impact on community. · Develop communications plan. Public understands problem and impact on community . Establish public confidence in the process and engage the public in it, utilizing a variety of public involvement and communications tools and strategies. · Establish clear expectations regarding public involvement and communicate opportunities for it. · Hold open house to get feedback on the problem statement and the process and solicit suggestions for changes in the process. . · Use communications tools (Q&A newsletter, news release, Web site, etc.) to get people to the open house and inform those who do not attend. · Use comment forms to get requested feedback, identify other collateral issues that must be addressed in this or another process, and questions/concerns to be answered. · Request options to be evaluated in next stage. · Review and refme problem statement in response to feedback. · "Feedback" the open house feedback in next Q&A newsletter. · Maintain communications chronology. Public learns of their role and begins to participate in the process before a solution is identified. Public gains confidence that their participation will be meaningful. ,.... o Ul ,.... o 0\ Use open house and communications tools to develop confidence that all viable options have been/are being thoroughly evaluated. Based on thorough process of the last three stages and effective communication of fInal evaluation of options, the public is able to support the selected option. · Communicate options generated from process including funding, building improvement options, location (if an issue), building cost, etc. · Develop clear evaluation criteria for options including advantages and disadvantages. - Hold an open house on the options, request feedback on any additional options and on evaluation criteria. - Use communications tools (Q&A newsletter, news release, Web site, etc.) to get people to the open house and inform those who do not attend. - Use communications tools to address questions and concerns from previous stage and "feedback" the feedback from that open house. - Use comment form to receive feedback and identify questions/concerns. · ReaffIrm problem statement. · Maintain communications chronology. I- Communicate the selected option. - Respond specifIcally to suggested options and evaluation criteria. - Communicate basis for selection. I- Provide evaluation including disadvantages of option. - Use communications tools (Q&A newsletter, news release, Web site, etc.) to get people to the open house and inform those who do not attend. I- Use communications tools to address questions and concerns fi'om previous stage and "feedback" the feedback from that open house. I- Reaffirm problem statement, process, options. · Maintain chronology. · Identify next steps for implementation and future opportunities for public involvement. Note: This process does not promote a positive outcome on referenda, but provides only neutral andfactual information throughout the process. Public sees the thoroughness of the evaluation of options and responsiveness of the process to the feedback and gains confidence in the evaluation process underway. Public accepts the problem, believes in the thoroughness and ope1mess of the process to resolve it, believes that all options were studied, and based on the thorough evaluation of those options, is able to support the selected option. '-' o 'I I Elders & Associates (JMS Communications) Public Participation Process for Public Facilities Projects City of Columbia Heights Community Center Proposal Proposal Summary of Activities · Communications plan (JMS) · Strategic communications & framing issues, three open house plans, development of three newsletters (text and graphics), three news releases, PowerPoint presentation. (JMS) · Boards for open houses (JMS) . · Coordinate task force and work with Council (Ehlers and sub consultant) · Coordinate and attend open houses (Ehlers and sub consultant) Estimated Total (Not-to-Exceed Hourly) · Plus City costs of printing and postage costs for three 2 page 2 color newsletter Options: . Survey $ 3,500 $15,750 $ 3,840 $ 8,150 $ 4.300 $35,540 $10,000 $10,000 4tr/-J-e/lmt?,A--7 1/$ v I ..... o 00 Sten Step Purnose Product and Deliverables Particimlltion Estimated Costs Timetable Basic Planning Council affirms · Project Needs Statement (how does lack of Ehlers 8 Hrs. $1,400 2 to 4 weeks facility need (why) recreational facilities impact ability to serve @ $175 Review and and process (how) for residents). Affirm Needs use throughout the · Public Participation process and timetable. Statement; project with public, Approve Public others; development Participation of a Citizen's Task Process Force/Study Group. Open House Council appoints · Open house planning. Ehlers $1,750 4 to 6 weeks No.1 Task Force that · Open house plan outline. reports back at key · Q&A Newsletter (including layout/design, JMS.40 Hrs @ $5,000 Public decision points. but not printing or mailing). $ 125/Hr. Participation in Ehlers Team works · News release. Boards $1,640 Establishment of with client staff and · Boards (about 12 boards -layout, design the Need and the Task Force to prepare $800, printing costs $840). Communications Process for Open House No. · Communications plan. Plan $3,500 1 designed to get feedback on problem · Optional community survey. Optional Survey and process, potential $10,000 options to be studied. News release in newspaper and Q&A newsletter mailed to all homes. Options Council affrrms · Concept options with pros and cons. Ehlers $2,800 4 weeks Identification results of Open · Evaluation criteria. and Analysis House No.1. Ehlers · Preparing a summary of each options (City's cost of Team works with developed by architect with detailed architect not Task Force and Staff included in this Team to identify advantages and disadvantages of each option. proposal) options; architect · Establishing evaluation criteria for develops preliminary community review. concept options for evaluation; Task Force establishes evaluation criteria. ,.... o \.0 Step Step Purpose Product and Deliverables Participation Estimated Costs Timetable Open House Ehlers Team works · Open house planning. Ehlers $1,800 2 to 6 weeks No.2 Public with client staff and . Open house plan. Task Force to prepare · Q&A Newsletter including Open House 2 Participation in for Open House No. information, plus feedback summary from JMS 40 Hrs @ $5,000 Review of 2 designed to get Open House 1 (including layout/design, but $ 1 25/Hr. Options feedback to ensure all not printing and mailing costs). Boards $1,400 viable options studied . News release. and feedback on · Boards (about 10 new boards-layout, evaluation criteria. design $700, printing costs $700). News release in newspaper and newsletter mailed to all homes. Assessment of Task Force assesses Financial options and estimated tax impacts. Ehlers 10 hours $1,750 4 weeks Options options and public Selection of Preferred option. feedback; Ehlers reviews fmancial impacts, fmancing options; Task Force reports to decision- makers; Task Force selects fmal option for consideration by public. Open House Use open house and . Open house planning. Ehlers $1,750 4 - 6 weeks No.3 Public communications tools · Open house plan outline. to inform and receive · Q&A Newsletter (including layout/design, JMS 40 FIrs @ $5,000 Participation in feedback on fmal but not printing) including feedback $125 Review of option. summary from open house 2. Selected Option News release. Boards $800 Boards. (about 6 new boards -layout, design $380, printing costs $420) Step Step Purpose Product and Deliverables ParticiJ]Jation Estimated Costs Timetable Final selection Staff and Ehlers News Release after selection. Ehlers $1,200 2 weeks & Report to Team assist Task Newsletter optional (not included in cost Decision- Force which proposal). makers considers feedback, PowerPoint for Council Presentation. JMS 6 Hrs @ $750 affirms a [mal $125 selection; reports to decision-makers. Total $35,540 22 to 32 (optional survey weel{S not included) ,..... ,..... o * Estimated costs include layout but not printing costs or mailing cost of Q&A newsletters. 1?tt-~l#nt'..AT lie If CO~CATIONSCONSULTANTSERVICESAGREEMENT This Agreement is made this 28 Day of March 2006, by and between Ehlers & Associates, Inc. (with a subcontract to JMS Communications and PBS Graphic Art & Design and facilitator subconsultant), a Minnesota corporation, ("Contractor") and the City of Columbia Heights, a Minnesota municipal corporation ("City"). Recitals 1. The City is interested in incorporating a public participation process to obtain public input and communicate with constituents regarding future public facilities needs; 2. The City has been authorized to enter into a contract for public participation services; and 3. The City has approved the contract for public participation services with the Contractor; and 4. The pmiies wish to define the scope of services and terms of their agreement. NOW, THEREFORE, the City and the Contractor agree as follows: Terms 1.0 SCOPE OF SERVICES. The Contractor will perform the following public participation services, as requested and scheduled by the City: 1.01. Review and affirm needs statement 1.02 Provide a communications plan. 1.03 Staff the project comittee and public participation process 1.04 Establish need and identifY process through first public participation open house 1.05 Work with sta....ff a.lld architect to identifY and analyze options 1.06 Review options through public participation open house 1.07 Assess options and public feedback on options 1.08 Review selected options though final public participation open house 1.09 Assist committee and decision maker on preferred option. The scope of this work shall remain flexible and the design of the process shall be directed by the City. An outline of such work shall be found in Exhibit A. 2.0. TERM. The term of this contract will be March 28,2006 to December 31, 2006. -111- 3.0 COMPENSATION. The City will compensate Contractor in an amount not to exceed $35,540.00. This cost includes hourly rate costs including a communications plan, three open house plans and poster size boards for three open houses, three new releases, development of three newsletters including text and graphics, a financial options review and a final powerpoint presentation. It does not include an optional community surveyor costs of printing and distributing newsletters. The printing costs for a 2-page two-color newsletter is approximately $1,600 and postage costs are approximately $1,800 ($.40 to $.45 per newsletter). Therefore, the total estimated newsletter printing and distribution for three newsletters is approximately an additional $10,000. The City will approve and will directly pay the newsletter printing and postage costs. The Contractor will bill the City on a monthly basis according to the following rate schedule. Jill Schultz, JMS Communications Services Mark Ruff, Ehlers & Associates Facilitator sub consultant $125.00 per hour $175.00 per hour $80.00 per hour Bills for JMS Communications and the graphic design of communication material will be passed through to the City on the monthly invoice. No charges for mileage or regular business expenses shall be billed to the City. Messenger and overnight services may be billed to the City. Support staff time is included and shall not be billed to the City. 4.0 INDEPENDENT CONTRACTOR. 4.01. Both the Contractor and the City aclmowledge and agree that the Contractor is an independent contractor and not an employee of the City. Any employee or subcontractor who may perform services for -the Contractor in coanection wi-th this Agreement is also not an employee of the City. The Contractor understands that the City will not provide any benefits of any type in connection with this Agreement, including but not limited to health or medical insurance, worker's compensation insurance and unemployment insurance, nor will the City withhold any state or federal taxes, including income or payroll taxes, which may be payable by the Contractor. -112- 4.02. The Contractor will supply and use its own equipment and tools to complete the services under this Agreement. 4.03. The Contractor acknowledges that any general instruction it receives from the City has no effect on its status as an independent contractor. 5.0 INSURANCE. The Contractor will maintain adequate insurance to protect itself and the City from claims and liability for injury or damage to persons or property for all work performed by the Contractor and its respective employees or agents under this Agreement. The Contractor shall name the City as an additional insured under its commercial general liability policy in limits acceptable to the City. Prior to performing any services under this Agreement, the Contractor shall provide evidence to the City that acceptable insurance coverage is effective. 6.0 WORKER'S COIvIPENSATION. The Contractor will provide its own worker's compensation insurance and will provide evidence to the City of such coverage before providing services under tIllS Agreement. 7.0 INDEMNIFICATION. The Contractor will hold harmless and indemnify the City, its officers, employees, and agents, against any and all claims, losses, liabilities, damages, costs and expenses (including defense, settlement, and reasonable attorney's fees) for claims as a result of bodily injury, loss of life, property damages and any other damages arising out of the Contractor's performance under this Agreement. 8.0 APPLICABLE LAW. The execution, interpretation, and performance of this Agreement will, in all respects, be controlled and governed by the laws of Minnesota. 9.0 ASSIGNMENT. The Contractor may not assign this Agreement or procure the services of another individual or company to provide services under this Agreement without first obtaining the express written consent of the City. 10.0 ENTIRE AGREE:tv1ENT; AMENDMENTS. This Agreement constitutes t.he entire Agreement between the parties, and no other agreement prior to or contemporaneous with this Agreement shall be effective, except as expressly set forth or incorporated herein. Any purported amendment to t11is Agreement is not effective unless it is in writing and executed by both parties. -113- 11.0 NO WAIVER BY CITY. By entering into this Agreement, the City does not waive its entitlement to any immunities under statute or common law. 12.0 TERMINATION. Either party may terminate this Agreement by providing five (5) day written notice. All finished and unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports prepared by the Contractor shall become the property of the City upon tennination of this Agreement, but the Contractor may retain copies of such documents as records of the services provided. IN WITNESS WHEREOF, the parties have executed this Agreement on the date and year written above. CITY OF COLUMBIA HEIGHTS By Its Mayor By Its City Manager EHLERS & ASSOCIATES, INC, By: Its Executive Vice President Attachements -114- COLUMBIA HEIGHTS CITY COUNCIL LETTER Meeting of: March 27,2006 AGENDA SECTION: Items for Consideration 00: 1~2 ORIGlNA TING DEPARTMENT: Community Development CITY MANAGER'S APPROVAL BY:~~ ~?M7 ITEM: Case # 2005-1202, Approval of Final Plat, Huset Park, 2nd Addition BY: Jeff Sargent, City Planner DATE: March 22, 2006 BACKGROUND: A public hearing was held by the Planning and Zoning Commission on March 8, 2006, for the Huset Park Phase 2, Final Plat and approved a recommendation for City Council approval. When the preliminary plat for Phase 2 was presented to the Planning and Zoning Commission, there were three issues that the Commission wanted to be addressed prior to Final Plat approval. The three issues included: the requirement for a landscaped fence separating the development from University, the requirement for a third unit type that will be used throughout the development, and the requirement for a suitable setback of the buildings from the University Avenue street curb. Schafer/Richardson and Ryland Homes has worked closely with the City to achieve these requirements. The proposed landscape fence wilI be a black metal fence with brick pilIars placed approximately 78 feet apart from one another. There will be 10 pillars installed along 780 feet of frontage on University Avenue. Landscaping in the form of both deciduous and coniferous trees will be dispersed and intermixed along the length of the fence and will provide an effective and aesthetic screening mechanism for the development (Figure 4). Ryland Homes has successfhlly incorporated a third-unit type throughout the Phase 2 portion of the development as directed by the Planning and Zoning Commission and City Staff. The third unit type is called The Craftsman and is a three-story townhome with a tuck-under two-stall garage in the rear (Figure 6). City Staffwill require that 19 of the end caps for these buildings will incorporate the field stone work along the bottom 1/3 of the buildings, as outlined in Exhibit E (Figure 8) of the Development Contract for Phase 2. The average setback of the buildings along University Avenue to the curb line of University Avenue is 82 feet, which would meet all health and safety standards imposed by the City of Columbia Heights and the State of Minnesota. RECOMMENDATION: StaffrecOlmnends Approval of the Huset Park Final Plat for Phase 2. RECOMMENDED MOTION: Move to waive the reading of Resolution 2006-03, there being ample copies available to the public. Move to approve Resolution No. 2006-03, approving the Final Plat for Huset Park, Second Addition, subject to the conditions outlined in Resolution No. 2006-03. Attachments: P+Z Report, Draft Resolution 2006-03, Figures 1-10, Operations and Maintenance Agreement, Master Declaration. (Figures 1 ~ 10 information follows aaerida Dacket) COUNCIL ACTION: -115- RESOLUTION NO. 2006-03 RESOLUTION APPROVING A FINAL PLAT SUBDIVISION WITH CERTAIN CONDITIONS FOR SCHAFER-RICHARDSON WHEREAS, a proposal (Case No. 2005-1202) has been submitted by Schafer-Richardson to the City Council requesting a subdivision from the City of Columbia Heights Subdivision Code at the following site: ADDRESS: West side of Huset Park between 5th St. N.E. and University Avenue EXISTING LEGAL DESCRIPTION: On File at City Hall PROPOSED LEGAL DESCRIPTION: Huset Park, Second Addition THE APPLICANT SEEKS APPROVAL OF A FINAL PLAT SUBDIVISION. WHEREAS, the City Council has considered the advice and recommendations of the Planning Commission regarding the effect of the proposed subdivision upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to traffic, property values, light, air, danger of fIre, and risk to public safety, in the surrounding area; and has held the required public hearing on this proposal on March 8, 2006. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Columbia Heights after reviewing the proposal, that the City Council accepts and adopts the following [mdings of the Planning Commission: 1. The proposed minor subdivision conforms to the requirements of Section 14 of the City Code. 2. The proposed subdivision is consistent with the Comprehensive Plan. 3. The proposed subdivision contains parcel and land subdivision layout that is consistent with good planning and site engineering design principles. FURTHER, BE IT RESOL YED, that the attached condition, plans, maps, and other infoffilation shall become part of this subdivision approval. CONDITIONS: 1. The Homeowner's Association (HOA) Documents shall reflect that no more than five percent (5%) of all units shall be rental units. The Developer's Contract shall also indicate this through reference to the HOA documents. 2. The Common Interest Community documents shall clearly state the responsibilities of the City and r:lt6~vner's association related to streets and utilities. Resolution No. 2006-03 Page 2 3. All streets (with the exception of Lookout Place), storm water, street lighting, sign age and striping serving the development shall be privately owned and maintained. 4. The developer must provide the City with locatable references for service lines, such as swing ties and GPS coordinates. 5. All common and public sidewalks shall meet ADA requirements for pedestrian ramps and grade. 6. All green areas shall incorporate automatic irrigation with rain shut-off gauges. 7. The pillars used for the fencing along University Avenue shall be brick to match the color of stone used on the Craftsman style of building. The location of the pillars shall be consistent with the locations outlined in Figure 4. 8. The fence located on the north side of the development, separating the townhouses from the commercial building to the north, shall be constructed of a 6-foot tall privacy fence, with a minimum of 80% opacity on a year-round basis, to be approved by the City Planner. 9. The third unit-type used throughout the Phase 2 Development shall be the Craftsman-style building depicted in Figure 6. 10. All vinyl siding used on the buildings within the development shall be of a heavy gauge (0.042") material. 11. The lighting used throughout the development must follow the lighting design as portrayed in Figure 7. 12. The stonework on the front of the Craftsman type of building shall be incorporated on 19 of the end units specifically mentioned in Exhibit E of the Developer's Contract throughout the development, and shall cover the bottom 1/3 of the buildings, as approved by the City Planner. 13. The number of affordable units throughout the development shall be between 10-20% of the total number of units. -117- Resolution No. 2006-03 Page 3 Passed this _ day of March 200_ Offered by: Seconded by: Roll Call: Ayes: Nays: Mayor Gary L. Peterson Attest: Patricia Muscovitz, CMC Deputy City Clerk/Council Secretary -118- CITY OF COLUMBIA HEIGHTS PLANNING REPORT CASE NUMBER: 2005-1202 DATE: March 7, 2006 TO: Columbia Heights Planning Commission APPLICANT: Schafer-Richardson LOCATION: West side of Huset Park between 5th St. N.E. and University Avenue (Park View) REQUEST: Phase 2, Final Plat PREPARED BY: Jeff Sargent, City Planner INTRODUCTION At this time, Schafer-Richardson is requesting a Final Plat for Phase 2 of the Huset Park Development. The name of the proposed plat will be Huset Park, Second Addition. Phase 2 contains 12.8 acres. It is part of a larger 28-acre redevelopment area known as the Huset Park Development. Phase 1 was reviewed by the Planning Commission and approved by the City Council in June of 2005. Phase 2 includes 5 two-story townhomes and 17 three-story townhome buildings. There are 32 units in the two-story townhomes and 122 units in the three-story carriage homes, for a total of 154 units throughout the proposed development. Each unit has two parking spaces in the building and two in the driveway. There are an additional 93 parking spaces in parking bays or on the private streets throughout Phase 2. CONSISTENCY WITH THE COMPREHENSIVE PLAN The Transit-Oriented Mixed-Use District requires that the mix of land use include two or more of the following uses: residential, commercial and industrial. The proposed Industrial Park redevelopment will meet this requirement by including predominantly residential uses with some mixed-use commerciallresidential uses. This ensures the consistency with the Comprehensive Plan for the area. ZONING. A concept site plan was prepared in 2004 by the developer as part of the preliminary development agreement entered into with the City. The concept plan was found to be -119- City of Columbia Heights Planning Commission Huset Park Final Plat and Phase 2 Site Plan March 7, 2005 Case # 2005-1202 compatible with the provisions of the Transit Oriented Mixed-use Zoning District. This zoning district calls for a flexible mix of uses with a minimum residential density of 12 units per acre and a maximum density of 20 units per acre, unless otherwise approved by the City Council. The concept site plan showed a density of less than 20 units per acre. The subject property is located adjacent to a transit corridor (University Avenue NE) and will include a trail connection linking the new residential and mixed-use neighborhood to and through Huset Park. The trail will be constructed as part of the parkway along 39th Ave NE. The purpose of the Mixed-Use District is to promote efficient use of existing City infrastructure; ensure sensitivity to surrounding neighborhoods, create linkages between compatible areas of the City; provide appropriate transitions between uses; ensure high quality design and architecture; create good pedestrian circulation and safety; promote alternative modes of transportation; and increase the quality of life and community image of Columbia Heights. The proposed Industrial Park redevelopment will be designed as a pedestrian friendly mixed-use project that will accomplish these goals. DESIGN GUIDELINES The City Staff has prepared Design Guidelines to be applied to the redevelopment of the subject property. These guidelines are directly based on the existing City Design Guidelines adopted in 2003. The guidelines include characteristics that are appropriate to the residential and mixed-use character of the Industrial Park redevelopment area, and not those aimed at highway, strip or suburban architecture and development. The submitted plans meet all the requirements for the Design Guidelines imposed for this development. ANALYSIS When the preliminary plat for Phase 2 was presented to the Planning and Zoning Commission, there were three issues that the Commission wanted to be addressed prior to Final Plat approval. The three issues included: the requirement for a landscaped fence separating the development from University Avenue to closely resemble the fence used in the Fridley townhouse development on the southwest corner of Mississippi Street and University Avenue, the requirement for a third unit type that will be used throughout the development, and the requirement for a suitable setback of the buildings from the University Avenue street curb. Schafer/Richardson and Ryland Homes has worked closely with the City to achieve these requirements. Landscape Fence The proposed landscape fence will be a black metal fence with brick pillars placed approximately 78 feet apart from one another. There will be 10 pillars installed along 780 feet of frontage on University Avenue. Landscaping in the form of both deciduous and coniferous trees will be dispersed and intermixed along the length of the fence and will provide an effective and aesthetic screening mechanism for the development. The proposed plans for the fence indicate that the design would be very similar to the fence used in the Fridley development (Figure 4). -120- Page 2 City of Columbia Heights Planning Commission Huset Park Final Plat and Phase 2 Site Plan March 7, 2005 Case # 2005-1202 The fence located on the north side of the development, separating the townhouses from the commercial building to the north, shall be constructed of a 6-foot tall privacy fence, with a minimum of 80% opacity on a year-round basis, to be approved by the City Planner. (Figure 5) Third Unit Type Ryland Homes has successfully incorporated a third-unit type throughout the Phase 2 portion of the development as directed by the Planning and Zoning Commission and City Staff. The third unit type is called the Craftsman and is a three-story townhome with a tuck-under two-stall garage in the rear (Figure 6). The fronts of these buildings will include a fieldstone band along the bottom 1/3 of the structure, with pillared porches, and two bands of different sized, heavy gauge (.042") vinyl siding. City Staff will require that 19 of the end caps for these buildings will incorporate the field stone work along the bottom 1/3 of the buildings, as outlined in Exhibit E (Figure 8) of the Development Contract for Phase 2. The overall design of the buildings will also incorporate gabled roofs with shake accents, meeting city staff's expectations on requirements for the third unit type. Building Setbacks During the Preliminary Plat process, Ryland Homes proposed 2 rows of buildings that were located substantially closer to the University Avenue curb line than the other buildings in the development. The Planning and Zoning Commission required that the two sets of buildings located closer to the curb be placed at a setback consistent with the remainder of the development. The proposed plans indicate that the two rows of buildings are now located further away from the University Avenue curb line, and consistent with the setbacks of the remainder of the development. The setbacks of the buildings from University Avenue are as follows: Building #12: Building #16: Building #34: Building #36: Building #20: Building #23: Building #25: 82 feet 79 feet 91 feet 89 feet 79 feet 78 feet 77 feet The average setback ofthe buildings along University Avenue to the curb line of University Avenue is 82 feet, which would meet all health and safety standards imposed by the City of Columbia Heights and the State of Minnesota. Street Lighting The street lighting used throughout Phase 2 of the development will incorporate a black fluted column, with a capped acorn-style bulb (Figure 7). The street lighting will be privately -121- Page 3 City of Columbia Heights Planning Commission Huset Park Final Plat and Phase 2 Site Plan March 7, 2005 Case # 2005-1202 owned and maintained by the association established for this development. The design for this lighting is also consistent with the public streetlights that the City uses throughout the Huset Park area. Landscaping The applicants have submitted a landscape plan for the entire development. This plan indicates the different types of plantings throughout the general development as well as the specific plantings around each building. The landscape plan also indicates the location of the proposed decorative fence separating Phase 2 from University Avenue. All green spaces throughout the development shall incorporate automatic irrigation with rain shut-off gauges. FINDINGS OF FACT Final Plat Section 9.104 (L) of the Columbia Heights zoning code requires that the City Council make each of the following findings before approving a final plat: 1. The final plat substantially conforms to the approved preliminary plat. Several issues needed to be resolved before the approval of the Final Plat for Phase 2. The-following issues have been resolved: 1. Ensuring a minimum 75-foot setback of all buildings from University Avenue. The proposed Final Plat indicates that all units have been set back a distance between 77 and 91 feet, satisfying the requirement. 2. I ncorporating a third unit type in Phase 2 of the development. The approval of Phase 2 was contingent on the Planning and Zoning Commission approving the third unit type throughout the development. The third unit type incorporates a different design element not seen in other townhouse developments, and will be the newest building type used by Ryland Homes. This unit type meets all architectural design guidelines that have been established for this development as well. One major difference between this unit type and the ones used in Phase 1 is the incorporation of stonework throughout the building, as opposed to brick. (Fig. 6) 3. Incorporating a decorative fence with appropriate landscaping along University Avenue, to reflect the same design used in the new townhouse development in Fridley. -122- Page 4 City of Columbia Heights Planning Commission Huset Park Final Plat and Phase 2 Site Plan March 7, 2005 Case # 2005-1202 The Final Plat for Phase 2 includes a black steel fence with brick pillars along University Avenue. This design satisfies the condition imposed on the Preliminary Plat. (Fig. 4) 4. Ensuring the approval of all the necessary street vacations throughout the development. The City is processing the vacation for the University Avenue frontage road vacation. It should be noted that the City Council would not be able to approve the Final Plat for Phase 2 until the approval of the University Avenue frontage road vacation has taken place. This vacation is expected to be complete by February 23, 2006. 5. Ensuring adequate access for emergency vehicles throughout the development. Fire Chief Gorman has reviewed the plans for the Final Plat and did not indicate that this was a continued issue. He was, however, concerned with the on-street parking, as it would limit the access to one side of the buildings. 2. The final plat conforms to the requirements of S9.114. ~9. 114 is the Subdivision Regulations section of the City's Zoning ordinance. Conforming to this section would require the appropriate information to be submitted to the City for Final Plat approval. The applicants have met this requirement. RECOMMENDATION Motion: That the Planning Commission recommends that the City Council approve the Final Plat of The Huset Park, Second Addition Subdivision based on the following conditions: 1. The Homeowner's Association (HOA) Documents shall reflect that no more than five percent (5%) of all units shall be rental units. The Developer's Contract shall also indicate this through reference to the HOA documents. 2. The Common Interest Community documents shall clearly state the responsibilities of the City and homeowner's association related to streets and utilities. 3. All streets, storm water, street lighting, signage and striping serving the development shall be privately owned and maintained. 4. The developer must provide the City with locatable references for service lines, such as swing ties and GPS coordinates. 5. All sidewalks shall meet ADA requirements for pedestrian ramps and grade. 6. All green areas shall incorporate automatic irrigation with rain shut-off gauges. -123- Page 5 City of Columbia Heights Planning Commission Huset Park Final Plat and Phase 2 Site Plan March 7, 2005 Case # 2005-1202 7. The pillars used for the fencing along University Avenue shall be brick to match the color of stone used on the Craftsman style of building. The location of the pillars shall be consistent with the locations outlined in Figure 4. 8. The fence located on the north side of the development, separating the townhouses from the commercial building to the north, shall be constructed of a 6-foot tall privacy fence, with a minimum of 80% opacity on a year-round basis, to be approved by the City Planner. 9. The third unit-type used throughout the Phase 2 Development shall be the Craftsman-style building depicted in Figure 6. 10. All vinyl siding used on the buildings within the development shall be of a heavy gauge (0.042") material. 11. The lighting used throughout the development must follow the lighting design as portrayed in Figure 7. 12. The stonework on the front of the Craftsman type of building shall be incorporated on 19 of the units specifically mentioned in Exhibit E of the Developer's Contract throughout the development, and shall cover the bottom 1/3 of the buildings, as approved by the City Planner. 13. The number of affordable units throughout Phase 2 of the development shall be between 10-20% of the total number of units. Attachments . Figure 1: o Figure 2: . Figure 3: . Figure 4: . Figure 5: . Figure 6: . Figure 7: . Figure 8: . Figure 9: . Figure 10: Draft Resolution 2006-03 Location Map Final Plat University Avenue Fence Detail Privacy Fence Detail Building Elevations - Craftsman Style Light Post Detail Exhibit E (Development Contract) Project Plans Landscape Plan -124- Page 6 .;~~.. :.~..~~:;:;""'_::l.Y\"","'I.o'U"_"-<'~~''''''''' ""'" :~: 1, ~y "l g ~ ':;-,1 : j , ,: /- ~~ "C i~ , , = """"Ill <r- ~ V) """"'" F1'- ~ )J <4- tb :s b (f) HusetParkway HUSET PARK RE~b~~Jlj~~b,R,~~~,WfsM~NT ---PHAst'ii SI~P~~E~~NGDf[AtkN~IAN ,..~,,,,,",,.., """.. ."""",.,, I '----"61 "'~ ., ~~.., "'r .c..d ,,~...-.l';,~ ""~ IIo.t I am r - , ~ din, ll=u...d LQ"~K""" ""UII."I ~"d", Ire T'":I T T... F' 2 ".."''''''''.'''"'.-.. ~ Igure I' Dn~ld w. Pnllett crv I 0"1f._ Uc;,tm.~ ~lIaDly.Cl..1 I I REVISIONS 111111 Schafer SOD 8"'" 8""",0' 615 rl'sl Ave, N1: ~ ;] Ricllardsoll Mfttttellpol1!!, I,4tl 55~1:l City of Columbio Heights HUSET PARK SECOND ADDITION County of Anoko Section 35, Township 3D, Ronge 24 KNOW All MEN BY THESE PRESENTS: Thol Husel Pork Development Corporolion, Q corporolion under the lows of Minnesota, lee owner of (he following described properly sifuated in the County of Anoko, Stote of Minnesota, to wit: lols 1 through 15, inclusive, Block 90, COLUMBIA HEIGHTS ANNEX TO MINNEAPOliS. ANOKA COUNTY, folINNESOTA. Has caused the some 10 be surveyed cnd plotted os HUSET PARK SECOND ADDITION and does hereby dedicate 10 the public for public use forever the parkway and easements os shown on this plot for drainage cnd utility purposes only. AND That port of Block G. COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANQKA COUNTY. MINNESOTA. lying westerly of (he foltowing described line: HUSEr PARK DEVHOPMEN'T CORPORATION Commencing at the South"est corner of said Block G; thence North 89 degrees 56 minutes 00 seconds East, assumed bearing along the south line of said Block G, 0 distance of 2.34.58 leet to the octuol point of beginning of the line to be described; thence northeasterly 0 distance of 369.86 feet along 0 non- tangential curve concave to the east having 0 radius of 1145.92 feet. 0 centrol ongle 01 18 degrees 29 minutes 35 seconds, and 0 chord thot bears North 12 degrees 00 minutes 08 seconds Eost: thence Nodh 24 degrees 34 minutes 28 seconds East. 0 distonce of 33.53 feet; thence North 26 degrees 53 minutes 00 seconds East. 0 distance of 100.00 feet; thence North 31 degrees .3.3 minutes 00 seconds East. 0 distance 01 121.25 feet 10 the north line of said Block G and there terminating. By. ________________________ Bradley J. Schafer. President and CEO The south 1159.70 feet of the follo"ing descriplion. STATE OF MINNESOTA ) )ss COUNTY OF HENNEPIN ) AND That port of University Avenue (Trunk High"oy No. 47) lying North of the westerly extension of the south line of Block 90. COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANQKA COUNTY. UINNESOTA, South of the south line of FORTIETH AVENUE N.E. and East of the following described line: ~~P~~~~~ga ~~~~a~o~~ ..,~~d~k~hoewll~~sedofb~fi~~es~~o.t~~ behalf of ~~: ~~rp;~~---=-- 2~0:. by Bradley J. Schafer, os President and CEO of Huset Pork Development Beginning at the southwest corner of said Block 90: thence South 89 degrees 56 minutes 00 seconds West. assumed bearing. along the westerly edension of the south line of said Block 90 0 distance of 32.00 feet; thence North 00 degrees 41 minutes 54 seconds West. 0 distance of 440.00 feet; thence North 00 degrees 59 minutes 24 secands Wesl. 0 distance of 585,00 'eet: thence North 02 degrees 21 minutes 12 seconds Wesl. 0 distance of 870.58 feet. more or less, to the south line of said FORllElH AVENUE N.L and there terminating. Notary Pub~----------------- My Commission expires ________________ AND That port of LOOKOUT PLACE and that port of the vacated ALLEY. os dedicated in the plot of COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANOKA COUNTY, MINNESOTA, lying north of the westerly extension of the south line of the northerly 12.5 feet of Lot 11 end lying south of the westerly extension of the North line of the South half of Lot 10, AND That port of THIRTY-EIGHTH AVENUE N,E., os dedicated in the plot of COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANQKA COUNTY. MINNESOTA, lying west of the southerly extension of Ihe westerly right or .oy of FIFTH STREET N.E. and lying east of 0 line drown from the Northwest corner of Lot 1, AUDITORS SUBOIVlSIQN NUMBER 50, Anoka County. Minnesota to the Southwest corner of Block 98, COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANQKA COUNTY, MINNESOTA. AND That port of nFTH STREET N.E.. os dedicated in the plot of COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANOKA COUNTY, MINNESOTA, lying eosterly of Ihe westerly line of said FIFTH STREET N.r. (os dedicated). and northwesterly and southwesterly Df the follo"ing described line: Commencing 01 the southeast corner of BLOCK E of said COlUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANOKA COUNTY. MINNESOTA; thence North 00 degrees 07 minutes 50 seconds Easl. assumed bearing along the east line of said BLOCK E. 0 distance of 6.76 feet; to the actual point of beginning of the line to described; thence northeasterly along 0 non-tangential curve concave to the southeast, 0 distance of 55.28 feet. soid curve has 0 radius of 815.00 feet. 0 central Qngle of 03 degrees 5.3 minutes 10 seconds. and 0 chord that bears North 49 degrees 27 minutes 35 seconds East; thence northwesterly. along 0 non-tangential curve concave to the northeast. 0 distance of 1.33.00 feet to said westerly line of FIFTH STREET N.E. (os dedicated). said curve has 0 radius of 248.53 feet. 0 central angle of 30 deiJrees 39 minutes 42 seconds and 0 chord that bears NOtth 18 degrees 28 minutes 12 seconds West and described line there terminating. I hereby certify that I have surveyed and ploUed the property described on this plot os HuSET PARK SECOND ADDITION: that this plot is 0 correct representation of said survey. that all distances- ore correctly shown on the plot in feet and hundredths of 0 foot; thot 011 monuments hove been correctly placed in the ground os shown or will be correctly placed os designated; that the outside boundary lines ore correctly designated on the plot; and that there ore no wet lands os defined by MS 505.02, sueD.l or public highways to be designated on the plot other than os shown. Kurt M. Kisc"h:-licens-;dLOnd Surveyor Minnesota license No. 23966 STATE OF lAlNNESOT A COUNTY OF ________ The foregoing surveyor's certificate was acknowledged before me this ___ day of _____-' 20__ by Kurt M. Kisch. licensed land Surveyor. AND NotoryP;:;bik-:-MiM""esoto ----------- My Commission expires _________ All of Lots 7 and 8, ReArrangement Block E Columbia Heights Annex to Minneapolis Anoko County. lAinn. That port of Lots 5, 6 and 9 of said ReArrangement Block E Cofumbia Heights Annex to Minneapolis Anoka County. Minn., fying easterly of the East line of University Avenue NE. except that pori thereof lying northerly and westerly of the following described line: COLUMBIA HEIGHTS, MINNESOTA Commencing at the Northeast corner of said Lot 5, in said ReArrangement Block E Columbia Heights Annex to Minneapolis Anoko County. Minn.~ thence South .30 degrees 19 minutes 23 seconds Eost on on assumed bearing along the easterly line of lots 1 through B in said Rearrangement of Block E. 0 distance of 32..33 feet to 0 ~- inside diameler iron pipe monument copped R.LS. 10632. the actual point of beginning; thence South 89 degrees 45 minutes 19 seconds West 0 distance of 107.77 feet to 0 W' inside diameter iron pipe monument copped R.LS. 10832; thence South 51 degrees 48 minutes 07 seconds West 0 distance of 115.26 feet to 0 *- inside diometer iron pipe monument copped R.LS. 10632, thence South 1 degree 03 minutes 07 seconds East 0 distance of 54_97 feet to a }S- inside diameter iron pipe monument copped RLS. 10832. thence South 89 degrees 41 minutes .39 seconds West 0 distance of 134.51 feet, more or less, to 0 point on the Easterly line of University Avenue NE distant 734.92 feet southerly from the intersection of said easterly line of said University Avenue NE and the norlherly line of Lot 1 in said ReArrangement Block E. Columbia Heights Annex to Minneapolis Anoko County. Minn.~ and there terminating. This plot of HUSET PARK SECOND ADDITION was approved and accepted by the City Council of Columbia Heights. Minnesota Qt 0 regular meeting Ihereof, held this ___ day of ______ 20__. If applicable. the written comments and recommendotions of the Commissioner of Transportation and the County Highway Engineer hove been received by the City or the prescribed 30 day period has elapsed without receipt of such comments cnd recommendations. as provided by Minnesota Statutes. Section 505.03, Subd.2. CITY OF COLUMBIA HEIGHTS. MINNESOTA EXCEPT That port of Lot 5. described os follows: . Commencing at the: Northeast corner of said Lot 5: thence South 30 degrees 19 minutes 23 seconds East on on assumed bearing along the Easterly line of said lot 5 0 distance of 332_33 feet to 0 }S" inside diameter- iron pipe monument copped R.LS. T0832. to the actual point of beginning; thence South 89 degrees 45 minutes 19 seconds West 0 distance of 107.77 feel to a *~ inside diameter iron pipe monument copped R.l.5. 10832: th"nce South Sl degrees .;8 minutes 07 seconds West 0 distance of 27.64 feet; thence North 89 degrees 10 minutes 53 seconds East 0 distance of 138.61 feet to the Easterly line of said Lot 5; thence North 30 degrees 19 minutes 23 seconds West ofong said Easterly line of said lot 5 0 distance of 18,04 feet to the point of beginning and there terminating. By. ____________ Mayor By. ___________ Clerk This plot hos been approved this ____ doy of ____-' 20_ AND A;~-;-co~~s~y;;--- Lots 41 and 42. Block 70, COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANOKA COUNTY, MINNESOTA, except those portions thereof token for street or highway purposes. AND Lots 43 through 54. inclusive. Block 70, COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS. ANOKA COUNTY, MINNESOTA. AND That port of Block E. Columbia Heights Annex to Minneapolis, Anoko County, Minnesota. described os lollows: / / / , , / . Beginning at Ihe Southeost corner of Block E; thence North oIong the West line of Fifth Street HE, 171.6 feet~ thence Northwesterly along the Southwesterly line 01 Lookout Place. 162 feel: thence Southwesterly to 0 point in the Northeasterly line of olley and in the Northwesterly radial boundary line 0' the above described port or said Block 70. said radial boundary line being produced to the Nol'theosterly line of said olley: thence along said Northeasterly line of olley Southeasterly to the North line of Thirty-Eighth Avenue NE; thence East along the North line of Thirty-Eighth Avenue to the point of belJinning. Vacated EDGEUOOR PLACE l)ing easterly of the easterly line of University Avenue NE and northerly of the North line of THIRTY-EIGHTH A\lENUE N.E. The vacated olley lying Eostl!!l"ly 01 and adjacent to Block 70. COlUMBIA HEIGHTS ANNEX TO MINNEAPOLIS, ANOKA COUNTY. MINNESOTA, and bounded on the West by the Easterly line of University Avenue NE and bounded on the South by the Northerly line of 38th Avenue NE. lots 7 through 12. indusive, Block 69, COLUfo.A81A HEIGHTS ANNEX TO UINNEAPOLlS, ANOKA COUNTY. MINNESOTA; the vncoted ALLEY in Block 69, COLUMBIA HEIGHTS ANNEX TO UINNEAPOUS. ANOKA COUNTY. MINNESOTA, lying southerly of the westerly extension of the South line of the northerly 12.5 leet of lot 11 in said Block 69: and vacated lOOKOUT PLACE lying southerly of the westerly extension of the South line of the Northerly t2.5 feet of Lot 11 in said Block 69. That port of Block 98, COlUMBIA HEIGHTS ANNEX TO MINNEAPOLIS, ANOKA COUNTY. MINNESOTA. lying easterly of the East line of Unrversity Avenue NE. Lots 13, 14. 15. and 16. Block 69. COLUMBIA HEIGHTS ANNEX TO MINNEAPOLIS, ANOKA COUNTY. MINNESOTA. and that porl of lot 17. Block 69. COLUMBIA HEIGHTS ANNEX TO UINNEAPOllS, ANOKA COUNTY. MINNESOTA, lying southerly of the westerly extension of the North line of the South half of Lot 10 in said Block 69. 00 g,. "0 r H6I 57 ~ RLK (INCORPORATED) ~ SHEET 1 OF 3 SHEETS City of Columbia Heights County of Anoko HUSET PARK SECOND ADDITION \ ('I ---jW J \- \ \ \ \ \ \J- L 1\1 \\ \ ~ -b b -b -bl- :~r-~ --{;I- ~ :P 0 III 0 on 0 111 0 Il1 0 III 0 :P 0 tl'llo .. P ~ 97 '8 ~98 ~ :ri991; :ril0ciQ ~1018 :;jl02P :ril038~10415g ~ " g" g" g" g" g" 8z g p~ z z z z z z ~ .w O\. :\~ o!llg ,....~ ^ P:;j 1l1~ 00 ~S\c!f -8 -f z \ ,- , -..,"- L \- \ .<0 ",0 ~Q~I 104.00 5e9"52'10"E ~ ~' '" f-JOOn;:,~ 2~ '-;\0.00 :- o~ ~~ ~ 8 ~ 0 0 ~ ~ 1 8m 2 f'i .3 ~:;i 4 :;i 8 o~ ~M~~1l1 ~t 30.00 22.00 22_00 30.00 NB9"S2'10"W 104.00 I f-- _12_ ~~ "''''I 2 ~~~\ \ J ._ 54.60 170.00 589"52'10"E ~ _, \ /0.00 w 22.0~ '22:0~ ~1'22.0~ ~ 30:00- ~ :Eo\i ~~ ~o _~Io ~8 ~Q 0 ~ b~S '8 .6 ~~79~8P~9~'610~:;j 11 ~ P goO 0 ~ g~~ -9~ .Q~ ~ g tn~z:Zz:zz z .:50,00 2.00 22.00 22.00 22.00 22.00 30.00 '- 12 I 170.00 N 9"52"1 ~~T37'h'V~.-:::': 'J- 179.30 \ 589"52'10"( .~ ~, ~ ~ 'I BLOCK \ --~--~" / 210.00 \ \ 'P, "', }~~ "''''. .~(" " 569'52'10"( 25.00 25,00 25.00 25.00 25.00 25.00 50,00 \-~ 30.00 30.00 \- \ , , , "J'.,t, ~':~' . . ,~v... '\ , \ o o ~ - '>:: ~. ~Cl Y1 ~~ lC)Cl ~ 25_00 25_00 25.00 25.00 25.00 25.00 30.00 30_00 I . -. I 11>1 \ ~~\ "'_0'. PLACE 't.. j -1\ \ 589'52'10"E\- .r;,i.\Q ,.. 229.30. = \ ~-~';1~--- 170.00 '- 589"52'10"E _. I'" I ._ 170.00 589'52'10"( _, ~~~2G--- J 0 55.00 0.\ 42_66 i 0 55.00 0 ~ -- 0". ....- 0 105 0 ~OO' 121 00' ~ 30 00 3 , \9 ~ s! ~ ... . 22.00 22_00 22.0 22.00 22_00 0.00 ~,!J. 30.00 22.00 22.00 22.00 22.00 22.00 30.00 - t-l1o'O' ."'l'sE ,-. :0 .., 5B9~210"E. 1-1 -= b ~ ~ b b ~ib b ~b b b ~ b b b ~ 89"52'10"( ... ~g ~g ~g .lOg Ylg Ylg ~g g~~g ,!Oo'!og!"g ~g ~g!lg ~~ ~ g \55.00 g ~ g 55.00 g P iii 83 b .n84iQ :ri85b .nSa; :riB Y'i88'Q ui 89 .n r-- 0 Y'i 90 b ~1~ ~92p lfi9Jp lfi94p lfi9~ iii 96 111 ~ ~ ~ 5~~~~'lO"E~ ~ ~ 589~5~~O"( ~ ~ g'" gll1 gll'l gll') gll'l ~IO g'" If}~g1/1 g'" g~ gill gill glO gill 109 ~ 0 5J~0( 0 '" z z z z z z. _~ VJZ Z Z Z Z Z Z 1Il g C! to ~ 1Il ~~ ~-=- 30.00 22_00 22.00 22.00 22_00 27\00 30.00 30_00 22.00 22.00 22_00 22_00 22.00 30,00 1Il ~ 589"52 O"(~ g ~ 589"52'10"E ~ J&1,.- ~'52'10"W 170~ -. .- N89"52'10"W 170.00 -' : ~ 144 0 55.00 0 ~ 0 ~~.oo 0 .... Ss.., . , ..:."'iO~ B LOCK on, - 1 ct S89~2~'0"E';C ~ ~ 124 ~ "~~' P:' '1;;;; 9 J~ ~I ~ .... ~ "E~ N 58 "52'lO"E N S~'1~g __ ------- .,S~1'=>> v: g ~.oo 0 0 55~J~00o 0 0.> '.:;z ._ 8.00 ~589"5TlO"( _ 1 ~ ----rn2.00- -sa9"5~ ---:::-rvr - N ___!..O~~ ~ 12 ~ 30.00., 22.00 22.~ (1.2.00 ROO 30":'AO' 30.00 22.00 22_00 22.00 22_00 22,00 22.00 30.00 ("II 589"5210 EN N 589"52 0"[ N nw ,. ..,,. ~~" ,--'-~ "'w www",w"'o 0 55.00 0 : ~ 0 55.00\ 0 " I J- b (, b b if' C;~I....~ '0 b b b b (, 0 " 0 ~ 110 ~ ~ 0 ~ 126 \ ~ W 1Il~ 0 YlO lOa 100 ~ 0 ~..'8I11~IQ-...... !lo lOa ~o It) Ylb!flo YJO 0 ~ :;::_' ('II 589'52'10"("'l r... ~ N 589'52'10"EN ~ ~ki 69 p~Op:;j/1p~721:;C!7Jg~ 74ui~:ri7 pRN~76~~71P:ri78B .79pl'riBOp;jS1p:ri82:;j S 0 5500 OJ 5500 lo r-- g~ glO glO gill g gll'l U1g~It)"-.... ~ glO gll'l 8 8~ glO g1/1 10 0 0 111 ~ g ~ 127 C! g z ,z z z z I z uyz ......~ z z z z z ~ ~ SB9"52'J.e"E~ z \ ~ 5B9"52"0"( ~ ~ ,:mtoo 22.00 22.00 22.00 7/.00 30.00 30.00 22.00 22.00 22_00 22.00 22.00 22.00 30.00 58:00 55.00 \ \1- NB9110"w 48.00;- "',J 13'-7 1'-H89"5~"W 192.00 -.', -"':-...~6:8S g...... 112 g g 128 8 \ N'S "-...-_."". 144 I ->68:3'......... y~ g g ci r\~ / B9}10'" ^ ~ ~i~ ~i-~I 5B;~~'~0"E~Bg.~~,~o-~ \~B;~~?lO"E"':~ ~\~ --{ / / / / / "~"" 1 / ~l~ \ ~!~ \ 589~ "E 0 S}6'Orog.. / '. :i:: "5'" 589'52'10"E 52\0.. I~ \ ._ 16 .00 _ JS.J5~_ 589'52'IO"E _ ~60.00 _ : ' 5B~5 ~~O E 589'52 E r 30.00 25.00 25.00 r(5.00 25.00 30.00 /-- 30.00 275.0 25.00 25.00 25':1(0 30.00 i 0 . 0.\ 42.13 I 0 55.00,"~ i I "l -.--., " ~ 113 ~ ci 129 d ~ W W W W W ~ ~ W W ~ 589"52'1Q"E'" 5B9'52'10"E ~~~ g ~ g ~ ~ ~ 0 ~ g g ~~ o~b 0 ~ ~ 0 ~ 06~~ O\. 0 ~ 0 55.00 0 0 55_00 0 - ~tO 'blfi58pui59blO60~lfi6 Y'i~uir--;"C!6 C!64r...g!~5r....'t?,66r-C!61 ~6RC!;... ~~~589!.!2'!'0"E~ ~ ~5B9,15.329'0"E~ \ br-- or-- 0.... . r-.. 0"'" 0"" r--ppll'l Pill Pili .111 plO Pt:!! ,lOa ......,1 .,,0 ~,... ... II ~ ~t--...... ~ 8z ~ ~ ~gz'" 8z'" 8z'" 8z'" 8z r-- ~I~.-\,.. "g 0 "' 00 "''''.nn 008. I " ... -' . ... g ~ 5:1~0 ~ ~ ~ -_..... ?...nr / / 1\ ~ ~ 589"52'10'"E ~ ~ ~ CRc~~~ln~~ ~ ~ w 30.00 25.00 2 0 25.00 25_00 .30.00 30.00 2.5':00 25_00 25.0Q.. 25.00 3D.Olil I ~ 144 0 55.00 0 0 55.00 0 II ~ if 160.0:89"52"0"[ NB9"52:"W N~~;;'09~ / 5::::~~ / Na9'52'1O"W ~ ~ ~ 5B;~~~0"E ~ ~ 5B~~;~tO"E ~ !f' .~0.00 25.00 25.00 25.::: 25.00 30.00 '-30].00 160,00 30 Oo-"':t \ ~ SB9J..T2?'0"E ~ ~ 1.33 ~ . _. _, 2/5.00 25.00 25.00 25,pe' .,1 N 589"'52'10-( N ...... ,/ 0 55.00 0 w 0 55.00 0 II ~ b b b ~ b'.... 0 ~b b ~ i;:t ~ b -n,..'" \ 0 ~ 589~J~10"E~ ~ 0 ~5B9~5~~0"( ~ ~I 1/1 \1"1 0 !l g Ul 0 10 0 111 0 5~ It'l1l1 0 111 0 \~ 0 lO~ ~ 0 1l'l0 g.., 0 ~ 0 ,... };~45~C!46pui47~~48~~49~~5 ~b~:ri51~:;j52~1_~s.-)};C!54t:;j551;Ve--:lfi ~o 55_00 Og ~o 55.0000 g~ g~ gr-. g.... gr-- gr-- ggr-- 0" b~g~ gr- g r-- ~ -~5B9~~~10"(~ z ~S89~2~'0"e:~~ I z z z z z 2 v>Z !f !f I ~~ ZV 2 v>.-\ \ 8 ~;~ 8 8 ~~~o ~ I .<1 MATCH LINE 1:0.00 ,:~~~ 25.00 2S.0~89::'~~"W30.0~ 1;~-=0.00 ,:~:: 2 0 k25.0;NB29~~~'O";007!'~lig.~_~ g 55.00 g 'ngeL' g 55.00 .." 1.,;,,,,,1.. NB4'4S'02" ..........- NB9"52'10"W NB9"52'lO~W NS9'52'10"W '>'" 1.?~ -;E;-S-;-E-:;-3-;F-'; -;~~.~ lL- =- - =-- =- - - =--~- -~_....... =-- =-- - - -: - - - -.., ~ - - . "'o.a, '\.'\.~"""" ;~.s.s", 0' - d'\."'- .,.~,.:'.9 is.:" '" ..Iv /;:::0.;, . ""n"tP ~ Nag'52'10"W 210.00 144 \ ._ 589"52'10"[ 170.00 _. _ 589"52'10"( 170.00 __ ~f~l:J-OO 22.~uo 22'00122_0~0: 2:2.00 22'OO~I~3:'~00~ 33~'00 22':OOli~2.00; 22.0~1.22.0~t22.0~130.00 b b}'J t: b ~ b ~b ~ ~~ b b ~ ~ ~ !lo OU"l ~o 1110 ~o ~o Y'lo oglllg ~o 1Il0 \nO "10 100 1Il0 Ig~ rP~ 1Ii~2.cillljJ.J~I~.EI~~I~EI~.3 ~pe~ p~~:g ~~41~1:g ~I~ ~I~ 44~1~ I & o. '"j .~ ,'" _~o.. / "~ ./ 60 I I I I /' /' V /' /' ( ~ I I I I I I I I \ \ ~ ./' 60 Section 35, Township 3D, Range 24 /' ~ ~ NORTH T 0 50 100 I I SCALE IN FEET / For the purposes of this plot the West line of 5TH STREET NE is assumed to bear SOO'07'50"W. . Found monument. o ~~ ~~~k~~ :it~n~~n:::ot:OL~~::~t Ns~.t 23968. / MATCH LINE -------------- /' SEE SHEET 3 OF 3 SHEETS / ( /Ai03 ~ RLK ( INCORPORATED) '-----./ SHEET 2 OF 3 SHEETS City of Columbio Heights County of Anoko HUSET PARK SECOND ADDITION SEE SHEET 2 OF 3 SHEETS MATCH LINE I \ I I -\1 II \-1 4-1 --i~ -\----i -I~ -I~ -I-i I~ I~ LJ ~ I (j 30.00 Sa9"52'10~E 170.00 30.00 22.00 22.00 22.00 22.00 22.00 30.00 wwww}<-Iw !' oooboo 0 1l10ll10,!llOtO0ll1oll10 Oon ~ lli ~ to . ~4 ~ If} ~.n ~ If'i 44 tti ~ glllgll1g glflg.nglfl 109 zZZZzz. '" 30.00 22.00 22.00 22.00 22.00 22.00 30.00 170.00 NB9"52'lO"W 144 ~ I' / I ~~ I I I ~ I I I I I I ~ ~~ 170.00 L I ~ 170.00 589"52'10"[ 30.00 22.00 22.00 ~ ~ w 0 b ~ ~ 1 ~~2~q3~g4~g5~~6~q 1 b:H g ~ ~.n g:2 g:g :g g:g ~ ~ ~ ~ ~ ~ 30.00 22.00 22..00 22.00 22.00 30.00 / / / l- I / I I I I ~~ -'?r\.... "'", ., :::/ ~ . 170.00 18a.22 144 N89"56'OO"E 39BAB I I -\ OUTlOT A -1 ~ ~ -J 342.24 N89"52'tO"W . '" ~ \ I- r- ~ ~ ~ L w o ~~ o. o '" I Section 35, Township 3D, Range 24 ~SEE SHEET 2 OF 3 SHEETS -----?----~~~~-- / 60 ( I I I I I I L For the purposes of this plot the West line of 5TH STREET NE is assumed to bear SOO'07'50"W. 1 NORTH Y 0 50 100 I I SCALE IN FEET I I I I I I L . Found monumen l. o 1/2 inch by 14 inch iron monument set and marked with Minnesota License No. 23968. ~ RUe [INCORPORATED) '~ SHEET 3 OF 3 SHEETS GRASS 75,0' :'-'r\.I'-I'-Ir\.UL- I; 1,...lIVIL.. , , BUILDING #16: 6 UNIT CARRIAGE HOME D"'uth,MN H:w;1-:Il:c,t.lN HiLhill~.~lN MUm",uoJ.:i."n>: ,"~\!i!/,& ~~!iorr I \ / /, ,,,\~Ulg# ~~1= ;/ \ " .\\lrUI. ...:. Plan Exhibit Area 1 Huset Park - Columbia Heights, MN Iq""'c:~ll'J:l311~n f':'''~~I~~~~~ II. .!.linn~~,,,,b,;.IN 55.34:1 \ l C"'"I ~ " g ~ ~.-.- \~ --'lJ ~.Gm PLAN EXHIBIT \ '\' AREA 1 r- I I I' " I I [ ~~H ?;:; I - ~ ;: < i j I i " " ~ I i i LOCATION MAP - PHASE 2 NOTES ffNCE UNE IN ON PROPERTY UNE. ALL DIMENSIONS ARE TO FACE OF CURB UNLES OlHER'MSE NOTED. D GRASS BUILDING #20 ii 7 WNIT " . . , , : ~ARRL4GE HqivlE , : , , : ! ! i' iii ii! 'II \, 1~2,4' III GRASS LANb~CAPE EASEMENT ill iii III ill DECORATIVE I~ENCE i . . I BUILlDING #~3 i' 71UNIT Ii CARRIAGE HOME '3,5' 8,0' j ~\ : n\ ~ III .79,2' 'liTECHNY . ARBORVITAE III I il GRASS ",V"rn""u III I .-:"- I h,f\, .,.5}::<~ ,~~~1~ Plan Exhibit Area 2 ,,,.,,~:::~::~= Huset Park - Columbia Heights, MN "' z ~ ~ J "!J11 ii~ ~~~~Blt ;; AREA 2 r I I I I L ~ fl L= I '\, ~ ~z._.- i~1 ~ ~~G'" I \ 1 \ i i \ i i i I i . LOCATION MAP - PHASE 2 NOTES FENCE UNE IN ON PROPERTY UNE. AlL DIMENSIONS ARE TO FACE OF CURB UNLE5 OlHER'MSE NOTED. D lL-,;."~""<. <!!! iill:-lll....~ I'l l"'''' ~r.~ .~ ...,., .- ,..... .,.; '" <~~..."' IF'~'!!""" ~ ftM' ~:"~I:t .- d'''' ,,~ ,"'T .p!",;I"~ ~' I , ~ i ! f i f' ~ ' t~ ;'j ')::1 'I. :it""'d!i~........ ",~...','.i'~ rit~...,.1 l 11 f' f l. l' r ~l _,~,.,.-7J!!" f t,' !I!!:"' ~ ~ , . <;~..",.jf'.. ~if'"f11 ; Ji 1 ~. t o. "c. ..!" . ......!' 1m' ..-; ..o.ll'!' ''!!*'" ~ t"'" -,- IV:' --V PR:!J.' ,AC ,'. FGi\J~6 6G-rA/~ 1#(~ M6'lthAi ,f .PailS} iPriivaCJ,' BIt. ,BQSm ~rivac;y :",_,!~~~"'l\Il"~\o ,Jl.' III.: ,,",f .J;.l...,,~~~ [.'1 ~li1"'"",:':~ r:~. ,..~~ ;1':', 'If!: .,; f:~ ~ "I"'U""'..... M'."' ~"~~,I iA:."!~!~~~"l' tt'~ t!'~~r"1!I ~!~ooia 1'",~:..rt:.I'l!,,",i] in~/f" :L~;'-"~"'.AI..., ~..M """'" ~'~,' ....., A:~l' '!"", . :.;..~,~.!!:-! ~'~~...Il~~JI,;:..tii<J ;r,-., ~~~ ~"..~~~ Ir.i~....i!'. .:1':,-"." j I 'Wil!:h Lf.lIr-tICc. With LatticE: .....'..',.," -~,. :...~ IU":; ",',!,,..,.~:ti!i{~\:;' \ ~'~~;/.I.'?l .~f:'i. .. ~~~... ,u."':r'..r.. e" ", r.,-...,<t.tq :o-~"':.. ,-:;,-- (: 1 I ;: j , ! , I ! t l: lJ " ~.....{.-!...C.tl:'*tIlA-!,!:W~F.'~ ....,,~:impJ!:.;.au~ ,~. ~;b'll.'.' MJC .l;;al.:.:&t "1f 'tiA. \f..J;...~:..\,ij ~ ~ ii r! t:~',F, 1~ t: ",.;n !.;If:r.:-..... . ~ "'""f: -, -- -,..... f';";' \1:.\1 . ~~'t'l~<C ~.;'tl(Jr'lr~ ~~.;t~~~~~~:' : '...., "~.~:,.. L>ri<2!"""" ~c ...... o C..i'1 I I I I I I I ......_--... ........ : 1 ! " ~ ~f:::~j..... :::: n -I " " tf] " " " " C- U::::::" I CJ CJ I I:- o z o ~ lii::O r;::::::.. > - II Ei CJ :! (,..0 T II ..... - II ~ --{ :! ~ 0 G:::::n- '" 0 :: 9 Z :: --{ ..'" I ;0 f~:__J O " " ~ " , " " " fT] : I I l'l < P ::I o Z '1 , , I I I , C '1 " Z !! " -I '1 tf) P d s:=: L.I'--- G) G) I I:- n--- H " ii II 0 -----' Q '1 F ;0 !:' cS ii z : -I ;' (") "\ 0 Z -I ;0 0 I l'l I l'l < P ::I 0 z I C Z -I tf] l:- I GJ GJ I I:- 6-PLEX ." UJ l: ., CD 0') L f-r-- I' II I' " I I I I " II II II II II ...""...,J i r r-----J h. I I ----- II " II " " " " " i-I ----..= I : -----] " " rl{ II S; " . ::::J II ;li'" ,. '6 ~----- M("l II . ~~ "-:-----, g~~ --......, l 2'1 1 ! I I , , I , , , , -H-- , ;a : ~ i I ". " :::' II r;im :: /TIf'l II ::;::: I I i~ ,,~,,~ : ~:I~ ,I"';:____J ~'" , fj ~ :r------ '" " ," II '" " , " " " " " f:I----..::..... I I ----- - " " '" " p :: '" " ~~ :: "," i'J'" ~----- "'~ ,I ;;n l L_____, =f:r....... I 9 1 ....... I ;~ ''I: " '" " " II o " , " " " II " " -H- - I' " I' I' " " '" II '" I' ~ I' ~ 11 rile ,...,) : ~~ (...:__ 1 ~~ i-I --~ tif- I I ----- ~c! :: .. " .. " " " " " , " q :: f-r----- :~ -- " " " " " " " " " ;r----- l..~-----'l _ , ...._ I ...., : " " " " " " " " " " 'I I, 'I L.r-- D C\ , q CR AFTSrvl p,,, R\/LA~ u ... I MODEL UNITS JHGGHJ ES OO.'~ENG TIllE CONTROL ELEVATIONS QpnO'l OE5OliPnO/.l STANDARD BASEMENT CONDITION fin NO. 0794G29 0794H29 0794J29 OOAT,N or CGW / MJS m'T1(J;l tJO. '" E ;\Ii;; '" Co,," ~'" r-lW <c >;0 "" g I --OJ '''1 " ," e; p ,. ~}$ l"lm ~In MID <c: >", =:Jo ~r~ n (~ q I q ARCHIT(CiS 1 here-by certify thot this pion? specifi-cotion. or report Vias prepQ(ed by me CJi under my diracl supervision end that I om 0 duly Licsnsad Archile-cl undnr the lava of the Stote of Minne-solO ,/ . ,// Prillll\lo"", U....""'pf- c,;; i~./Jf"'n CL-A ~, h4/f.- Signalure Dota 7-2./"03 License ::?' ~",,'"'7"2. 7 r"l..___ , , , , , , I , , I , , I I , , , , , , , I , I , , , , , , , +1-- I I , , , , , , , , o f'0 i1l r :; ~~ mr; M~ ~c ~;t; g~, 0;' tI ,; q , 0, '" M ;: ~e m~ 2~; ~F ~C;' ::0 l'l "'II po ~ ;0 :0 Ii '" r ~ <<:1 P'l;:;:. pr;:o ~~ ;;It ~u: (") ~II~ -I ~II~! .1 , l'l: I' l'll <, PH-- ::I o z II q I 0, c Z -I Vl l:- I CJ CJ I I:- '" ~ '" "':r ;$,st I'llrr: ~'" ~~ ~r ~cil; II 0. , , 0 , I I , , +t- , , , , , I , I , , , , , , , I , , , , Lr--- CURREN! VER5ICt.l: 9-19-0: The R)I!and Group. Illc. expressly reserves its cop)lfight ond other properly righta in these plans and drawings. lhese pions ond drawings we not to be reproduced (If' copied in ony form or manner. REV.NO I 0, IT 9-19-05IDESIGN DEVELOPMENT 2 3 4 ;.-.}., ell ~~ 1114" Lo 2'_""1 If I ;! .1;~li" ~'_ell 8'_~rl ';, Inll ~ r-- ~~i ::;- N ~l ~I ~ !ill Iii Q;-r w ~;- ~ d.toc s 1" s II) .. "' U rl ) Q. R WI ". ~R 2' 8112' TI 1 11 7 j!.('~ ~ f"Y)')\ >< ~. ({;~~J I (J}S~'RD. O~ I~JAO IL J~f6~ ct , II "' 3'-P' ~ c: 5'" ~ HAW'7 U1ALL WI UD. ~j 1F<AIL-1 I ::;- N in 't s II) :E: <( t:; o "" o .... ., "" "" ::!. .., ~ .... c'i s: c '" -I ., ra ... ~ i: ~ a ;; j !J C ~ !! 5- j ~ u ) '<t I I I I I " " I '--I ' ,,' / ~ "- SF1Ic::J<. 1 "" vENEER JH 6'''S 11211 :;,. 3 1/2" 14'-'3 112" 114" 22'~~1I 11'-'3 112" SI_QH 21,-'3 112" I . 1&1-3 11211 11'- n 1'"5''''''' II1lJl.LEO) N ~ 11 lI211 X 11"1/81'". vEf; A.lAM. HO/<. W. IS) 2x4 JA< KS EA. END -DECK al x h' CANTILEVERED P.T. waD WI 3&~ lot ~J-Alt~H~~fK I- :><1 ~Hil ~~ ~ ~Ul iii ~~~ Ii: "'~!i o ~~m ~ ~gg 14'-5 112" ~~42~~~ i (2) 5121"121 (MULLED) 14'-5 112" "_12)" 21'-'3 112" 22'..",11 SCALE. FIRST FLOOR PLAN A & B 1/411 . 1'_lZllJ 01 I II 1'2'-111/4" " 'I! :;,. 1 3112"1 I '-SRIc::J<. vENEER &'-S 1/2" '9'-8 1/411 :it ii u :t , ) J ~ 1114" 21'-'3 112" 22'-c;ZIlI "3 1/211 o 4 ~~~TIAL FIRST FLOOR PLAN ~4"~1'-~ I" '1.- 1114'; = . Ii? " ,l) I"" 3112" 1114" 31/2" 11/4" 1 ~ ~ to '" S '? C :;,. S -v :;,. S -v ~ el 221_lZlU :3 11211 eL el 221_lZIU el 11/4" 21'-'3 112" 1114" 1114" 21'-'3 112" ':=:"_12)11 15'-9 Il2ll "", . < 5'_3'1 15'-'3 112" SI..31l .3 Il2u 3-112" I '1 II (2) ;"'S~I(MULLEo) :;,. '<t 11 112M X '3 1141 VERSA-LAM. !-lDR. W. (2) 2x4 JACKS EA. E:ND _~~~~~~..:._J_ I W.I.C. 1 cPT. e' CL6. I ~ I"": I::I I'" I:> ,~ I 1 -(jJ5H..FiD-:--T- :;,. 3 1/2" )( S V4" VEJaA-LAH. HO/<. W. (2) 2x4 JACKS EA. ENO I !:!~ 5~!!"!E..:. ~__ I I W.I.C. 1 CFT.. 8' CLG. I I. l~ ,- ,.:Jv; l:t 619 ItO I:> I~ I I I I I I (j) 5H. . F1D. -: - s MA5TER BEDROOM CARFET (MONO-VAULT CLG. OFTJ & li !i~ aN Ht4 w:> ~!l ~'" ww tl "", "" MA5TER BEDROOM CAI<FET (MONO-VAULT CL6. OPTJ & li ~~ aN Ht4 w:> ~~ ~'" ww tl s II) ~ !!l J~ '" .. ';' ~ ~ !!l J~ .. .. 1'_~" 4' 2112" 3'-4 1/211 "_611 S III .. to S III ~ la '" DN.. 1& E W" s ~~M:~ 3g" H, f.lAl.F-lUALL. WI WD. CAP. (RAIL OPTION) -, ;~__ 0 ~ 0 ~}o~ AI'~l/f" ~-1l>5/8";'!; .. M. BAn-l /"' . RESI!... e' c:LG / ~ Wtiel:! - FOL ,.1. ~ '"t/;;;lM. ~~. ~ ~ If~'" IN5UL :;'_111 T ~ in M. BATH OPT. II) s ~ ,l) c 03 SCALE. 1/4" . 1'_011 ON: I.. E .~SE05 W"'T1E~S .. "' .. N ~ eU1LD C~A5E ABOVE FP. UP TI-II<OLlGH 2nd FLR ABOVE. AT DIM. SI-4OU.N. ON 2nd FLI<. PLANS. NO SnJ05 AT Cl-IASE 11..:2 lnll FAMILY ROOM a'-0" 31-8 1/211 3'_111 ~~~ 11.-1 OFT'L.- -0 5'-1" ~ FI~-PlAC p~...... T CHASE n ('\ f'<,.1 ~~ ~ Y6ro5.. PH\...) FN 'f./-; 1~ ~ ~?R.~ I-!ALL BATI-! r-7: I-!ALL" RE51L K/ CFT. ~ ~ ..bl 11 31_b 112" 't\.'rttl'-1 11211 "_fZ.)" TWO SIDED FIREPLACE [~------ = \ I ~ ~ i}:~:~~:.\l GREAT ROOM ~ II) 5l-!:..!.!'"'.:._~ , "' 51%)68 ai-PASS S'_tZ)" 't " . .. '" '-1:1 ;0 .--A ~ .. {A'- ~ ~Nt)r (J)5H...c~. SCALE. 1/411 :II JI_tz'" 5iZl&8 el-PAS5 s Ii? ~ S. F. CALCULATIONS El 61_4 11211 41..111 1lZ'1-S, 11211 3'_ 1 Il2n l&'_I~1l ItZI'-:; 11211 't OPTION 1I UNFINI51-1ED 6SMT. FINISI-IED 65MT. FIRST FLOOR SECOND FLOOR GARAGE TOTAL FINI51-1ED 6ASE 261l> SF 41l> SF 826 SF 181l> SF 451l> SF 1&48 SF · 161l>/:;I51 :;14 SF 266 SF 826 SF 181l> SF 451l> SF 1814 SF ~ &li f2~ aN 11I4 Ili :> ~~ ~lll ~:ll ~~ 31/2" x g 1/411 VERSA-LAM. HeR. w. (2) 2x4 JACKS EA. END !I----'<---' 11:211 11/4" GENERAL PLAN NOTES. BEDROOM 112 CAI<FET BEDROOM ll3 CAI<FET :;,. l ALL INTERIOR WALLS ARE ;0 In' UNLESS NOTED OTHERWISE. (SEE NOTE' eJ ALL ANGLED WALLS ARE 4S DEGREES UNLESS NOTED OTHERWISE. 2. ALL WINDOWS AND DOOR HEADERS IN SEARING WALLS TO SE (2) 2x'" WI 112' PL'T1lJOOD FLATE AND (I) 2x4 JAO:: S1UD EA END UNLESS NOTED OTHEF1UIISE. 5. ALL weOD IN caNT ACT WI cONCRETE TO fOE PF1ESSURE TREATED weOD. 4. SATHF1COM FANS TO fOE vENTED TO EXTERIOR s. NET CLEAR OPENING OF 5121S121 WINDOW . S.11 SQUARE FEET. (NET CLEAR OPENING HEIGHT NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS TJ./AN 212>') "'. AU: CLOSET5 HAVE (1) F1CD AND (I) SHELF UNLEse NOTED OTHEF1UIISE. 1. ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. e. ALL INTERIOR WALLS TO HAvE 112" G-rFSl./H SOARD (UNLESS NOTED OTHERWISE) ALL CEiLiNGS TO HAVE s/e" FIRECODE G-rF5UH SD. UeE s/e' FIRECODE G-rFSUM SOAF1D ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLe. !\. ALL POINT LOAD SUFFORTS (JACK S1UDS) TO SE CAF1F1IED THF. TOWEL SARS HOUNTED S4" AFF AND TOILET PAPER HOLDERS HOUNTED AT 24" AFF. Il ALL INTEF1IOR LOAD SEARING WALLS (SHOU.N HATCI-IED) TO HAVE 5/e" TrFE X G'T"F SD EACH SIDE. 12. ALL INTERIOR NON LOAD SEARING WALLS TO RECEIVE 112" ",-rp SD EACH SIDE. 't (2) 2x5 HO/<. WI (2) 2x4 JACK EA. ENo BII2" 11/4" o 4 ~~~TIAL SECOND FLOOR PLA~4"~I'_~ D 1'-1 I \... BRICK VENEER 5,., S,., (2) 5elS,., CMUl.LED) 3. lI2l1 11l>'-5 112" 11l>'-5 112" :;1'.61/4" 11'-3114" 21'_911211 11_cZl" 1114" 221_tZlll 02 SECOND FLOOR PLAN A & B SCALE. 1/4" := 11_,," 't '(V 2xB I-lDR. UV (2) 2x4 JACK EA. END (2) 2x8 ~CR. WI (2) :Zx4 JACK EA. ENe ::liZl5" 6R1CK VENEER 3lZl 50 3 112" :31_"6 1/411 11l>'-S 112" IlZl'-S 11211 "-6 1/411. 11l>'-'3;' 21'-'3 112" 1114" 221-011 \l QJ ~ li. g ~ ~1 a ~ ci.0~~& .9Q~ ij~o-;.s"'OQ1J~ t-Q)llJ:ijccq)L. ~;~JIl-U:~go ] ~.... l- :ij It! 11 E 1Q"Q-fuiP]ii. II) ~ Q =non _ Qj co ~n.. '- Il~~Jl..~~3~~ ~~%-~~l1!QJ" t- QJ 0 !l.!l.t- \l.D E 11/4" .;;! 0:- ..., ~ 't ~ r- ~ ci Z G:i '" ::;- N 1" s ";' to ~ ~ ~~ ~~ !!ll ] a]~ ~'" e:c"'t] ~ E~~ !f a;] ~ [ -g ~~ ,,=>- =>- c5"'C 0 o 0., 0.11) ..... EEB :2 >,c(fJ .....0_ QJ ...."'C.-...J:5 0",0 .J::i-..c_ .... o-o-J 0 ~ @"-g ~ 11lQ.O.S! u<nc 00'" >.3.-.J:: .c J!!....... E -e ~ I- lDoQJQ,l .J:: a. a. "'C '" => C _1-11I:::1 (f) UJ :E o I o z ::5 & w:r :::0- ...,'" z<l !:IV u:l!! z )- Q -[ i= <l ;:: U Q .9 I- 5& ~ i ~ ~ IL ~ ~ 2 ~ ~ III III ~ a1 ~ ~ ~ d) -1 ~ -q- "'<t t? Q t? N ~ ~ .A r ~ I ~' "'e. F s ~ ,l) . \' f"" 1-1. HALF-WALL WI ;:, I~ \ UD. CAF. IRAIL OFTlON) :l~ ,r. ill GREAT ROOM I I I I CARF5T [l II II II I " I " I " I ~... II I z II I U I I - I-- I 3'...1" 3'_1" _ N I'f\ ~ 11\ " E .0 z ~ c: 'C 0. '" c Cl re :r V [Jl !: "' .., I: 3 S >- ci '" z 1li is ~ ~ Q 0 ci I- Z ~ -1 -1 ill :3 ill !L g"O ~::c ill Z -<[ -1 lL II o o -1 !.L \)5 C Ii: ~N ~ F'-bJ" lLI '-' 0 ~ +' a ~ U) ~ Q - 0 ..J ..J <l ~ ci z 8 tii Z "": " C (j1 24'-l2)1l '" .' ,n ~ N FAMIL I ROOM CAI<F'ET 1< >, ~Jt fut l:J ....w Ifi ~lll , ",0 W ",ot~ oc ",olj Il. ~Gw a a..1Il l!l ~gg C ~ ~ ~ """= ~ '\l ~ 39" H. o.lALF-WAl..L WI 1lO. CAF. (RAIL OFTJ :>~ ~~ ~~ ~ ~m ~ :~~ a.. ~!1li c:i ...~m ~ ~gg ~ in LIVING ROOM CARPET :0: <C "" LrI 0::; <:> 0::; ..... LrI <:> <:> ~ ,.., ~ .... .... cii :;: t:l ~ ..., ra ... :n :::. c: '" E ~ '" J !J !: ;; g 3- :J U > u :l 5i n u :!. , s '\' 't I " " II " II (2) 2x6 """DR. WI (2) I I 2x4 JACKS EA END 't L.L .t. .t. 3", "~RICI'::'::/- AT FRONT ASFEI<< ELEVATION 1l!>'-l!> 1/4" B'-So 112u 10'-:; 112" 11'-11114" 1114" 23'-1<2l 3/4" 241_lZ>1l fiRST fLOOR PLAN o 1 SCALe, 1/4" . 1'-JZl" S. F. CALCULATIONS OFTION ;0 UNFINISI-IED I3SHT. FINISI:lED 135MT. FIRST FLOOR SECOND FLOOI'< GARAGE TOTAL FINISHED I3ASE 345 SF 4'3 SF '314 SF '324 SF 48'3 SF 1'341 SF OFT. 45 SF 34'3 SF '314 SF S24 SF 48'3 SF 2241 SF ,. , 4" \ ..... (2) 2x6 !-IDR. \ .J ' - (3) JAc:K5 :r::.:J., EA. END ~O - 4'-l!> 3/4,,::::in 1'-1114" II!w ~~~ ~~ o ~~FO~i\~, ~~ e~ 'r ~ .. III N .. 11 '" '" ,::> ~ C ElRICI': YENEER AT SIDES, AS FEI<< ELEVATIoN 8'-0 3/411 I DININGI CARPET , I !j ~I ~I 8, il I I 'r I 1 ill I , (2)2x" HDR. WI (2) 2x4 J EA END 'r 306" 4" 3'-61\ 2'_011 REV.NO. DAlE ~ .' N CL 11/4" 6'-lZlll I,JlII2,J I 11 I 3",ls", 0-,24'..!Z'1l .. 23'-lrD 3/4" 15'.rD 3/4" ,h 21_1{Zl~' 1 4" ~ ill 'r I 0(2) 2x8 ~DR WI n,) 2x4 JAct<: EA. END ~ I BEDROOM "2 CARFET 11'..411 tl 305(2) S'-41/4" 39' H. HALF-WALL WI WO. CAP. (RAIL OFTJ -I 5"&8 ESI-PASS / .. 1/4" . N iit~-:-,RO. T , l's ~ !h 0" ll!';{ w> ~ ~ ~lll ,'" .~ I ,;Z'- 112 2'_4" 'f~ V1 ~ ~ (2) 2xa """DR. WI (2) 2x4 JAct<: EA., END ;:,0 ~z ~w II!~ Oil "'u ~~ 2~ .. "' . "' ~ S'-81/4" ~ I MASTER BEDROOM CARPET CMONO-vAULT CI..6. OFT) ~~ BEDROOM "3 CAI<FET S'_lZlU ElRlCl': YENEER AT SIDES, AS ./ FER ELEVATIoN ..../ 4'_811 2'-t" 10'..111211 'r (2) 2xe HDR. WI (2) 7)(4 JACK. EA. ENe ~66 61-PA5S UIEM t (4) ef.l ----(iT el-t 'Rt?-:' -- W: I-!ALL ~~~""f ~ ~ CFT:"' ").. ~ J..jALL BATI-! S C R'\;i RESIL. .. ,'-,' ~ ,. . : "-6 ,.. " ~~ ~o" TD3., p.J.t~ --.. in ~' W 9' Tif'fSI d\ I I I '-...../ ~~ ~ ____.!!!~H ~~'-~-.- ~___J ~~-~." ~'=r c: vs9w: i ~ .1 W.I.c. b"x3",~" ~~. /1 ~ ~ ~ 10'-1" iil 'l! ~ I ~! CFT, e' C~ !~;;Sf 7"" rv . Li':;: "-;:ATH ~ 'woc'I~; ~ ~ I L___...J _ !' / 7::::;r RESIL., e' CIA d\ ~ oJ} I1l :ll .L.J _. ~ ~~~F4: VAULl:- ~ ~ a -.~ '-D 5.J.t (2. ~ ~~r. U'_L"t '-LL.L'.../--fir' .L Ii ..... 3"' SOl 3112" 3'-h 1I4U 1/4" 4'-011 2'-211 S'_t2,:l1l L 1'-3"-)' ~ ~ oc.,. ~~ w> ~~ ~lll ~:ll Il.~ (2) 2 le HDR. WI ~:.. 2~J~EA. ~ SITTING AREA CAI<F'ET S "i ... / ElALLOClN Fl'!AME STUDS ---./ AT 12"O.c.. AT YAUL T OPT -THIS WALL CNL,. (2) 2xl! HDR. WI (2) 2x4 JACK. EA. END '-L...t..L.../--<..t. 3" $0 QC'CI<:.Y.eI~_ ~.Br:'::"'__- ELEVATIoN 23'-3 1/4" 3" 50(2) 4" e'-sll 31_611 a'..; 11211 23'-lrD 3/4" 24'",12)11 02 SCALe, SEC.OND FLOOR PLAN 1/411 = 1'-0" REMARKS ARCHITECTS I hereby, certify lhpt this plan, specification, or report was prepared by'-me or under my .direc:t .. supervision and that I am a duly Ucensed Architect under the laws of the stote of Minnesota Print Name ~c.R t:: M'AtV'7 Signature c::;/. 4 t::, M A Date 7-%/-0.] License ~ t&o7"2- e-'3-JZl4 ISSUE FORFRI,CING 1"'-2'3-JZl FLUSH 6M. ATFAM. RM.TO (\) FL T' ' 3 4 5 1~ ~ , N 11 ~f.---.> '" N , ~ , '" .. N o in ~ Il U ='l 1;- N. eiP ~ II! o '" ~ N 'r 'r ill I: """ ~ 2'_!Z)n GENERAL PLAN NOTESI I. ALL INTERIOR WALLS ARE 3 11:2" UNLESS NOTED OTHERWISE. (SEE NOTE' e) ALL ANGLED WALLS ARE 4S DEGREES UNLESS NOTED OTHEF'WISe. , 2. ALL WINDOWS AND DOOI< HEADERS IN SEARING WALLS TO SE (2) 2x" WI 11:2" FL '!1Il:lOD FLATE AND (\) 2x4 JAct<: STUD EA END UNLESS NOTED OTHERWISE. 3. ALL u.l:>OD IN'CoNTAcT WI CONCRETE TO SE PREssURE ~Al:ED UJoOD. ~ N 4. 6ATHRCct1 FANS TO 6E vENTED TO EXTERIOR. S. NET CLEAR OFENING OF 312'SI2> WINDOW" S.1' SQUARE FEET. (NET CLEAR OFENING HEIGI4T NOT LESS THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 2"''') .,. ALL CLOSETS HAvE (J) RCD AND (I) SJ-IELF UNLESS NOTED OTHERWISE. 1. ALL EXTERIOR WALLS ARE 4" UNLESS NOTED OTHERWISE. e. ALL INTERIOR WALLS TO HAVE 11:2" G,.FSUM ElOARD (UNLESS NOTED OTHERWISE) ALL CEILINGS TO HAve 5/e" FIRECODE Gn=5UM 6D. USE S/S' FIRECCDE G'T'FSUH 60ARD ON ALL GAraAGE: CeiLINGS AND ADJOINING J-IOUSE WALLS. !;\. ALL FeiNT LOAD SLFPCRTS (JACK STUDS) TO ElE CARRIED THRLI EACJ-I FLOOR LEveL TO SOLIDL,. BEAR oN FoUNDATION S,.STEM. FRCVIDE SOLID 6LOCKING IN FLOOR STSTEM 6ELOW ALL FeiNT LOAD SUFFCRTS. I"'. TOWEL 6ARS MCUNTED S4" AFF AND TOILET FAPER HOLDERS MOUNTED AT 24" AFr. II. ALL INTERIOR LO,<\D ElEARINGWALLS (SHC11.N HATCHED) TO HAVE 5/e" 1TFE x G,.F 6D EACH SIDE. 12. ALL INTERIOR NoN LOAD 6EARING WALLS TO RECEive In" G'l'F eD EACH SIDE. FLOOR FRAMING NOTE I t REFER TO e.TRJClURAL ~ C~ FOR SIZE ANt:r 5P~ a: FLOOR FR.4l1NG 5T&m1 I GIRDER TRUSS NOTE L RB'SR TO .5'TJiaJCiURAL FRAHNG FOR EXACT SIZE ,1.aeATlaN. AND !l.IF"I'"CIRT OF AU.. F1..OOR ANt:I JWCF GtrlCER ~ ~ , I I I I I ""CJ 1 W' ~ 1 '-...../ /A ~ .~ ~ lJL:5 " IV1 I ~7"f,7 UIEM 0 (t\ I 'F.'! ~ ~ -:~c~JE~~~~~~~l>~ ~~;/~ ~ ~ VSEl:~_3 ~,,~.J.t1Q ~ :r CPT. 8' CLG.. IATTIC I 'll"s I ~~ III ~!' IA=ESf" V - ~IR ~",,)> M. SATI-!, 'ill'" ~ ;ll ~I L___...J I ~ } ~ RESI~G. 't ~ :llillll .~ ~ ~/ ~~~).. 'S~. ~II>--~~~ "' ~"x~ ~/ Ii\ ~ I .. "' ~M: VAUL2:.......... S'-81/4" 4'_lZlll 2'-:; 1/2 3'..~1I 2'-i1 1/2" ~I ~ ill l's ~ fh ON ll!';{ Itl> 6~ ~lll ~:ll a..~ (2) 2 fa HDR. WI. l2,~ 2~4 J~CI': EA. . "D (2) 2xe HDR. WI (2) 2x4 JACK EA. END BRICK vENEER AT SIDES, AS , /' FER ELEVATIoN ..../ MASTER BEDROOM CAI<F'ET (MONO-VAULT CLG.. OFT) 1~ s SITT~~~REA / 6ALLOON FRAME STUD~~ AT 1211QJ::. AT vAULT OFT -THIS WALL ONL,. 'f ill 'r (2) 2)(6 ~OR. WI (2) :Zx4 JACK EA. END .L. _,-,-",.L. It 1'-- .......-'--<..t..L. ~" 51" 3lZl 51" .3lZlS~ ~~-= -- AS FEI'l --- --- - SLEVATlON 231-3 V411 3 1/2" 4" 3'_~" 3'-l!> 1/4" 8'_:;11 8'.:; 112" 11/4" 23'-irD 3/4" 241_1Zl1l 03 M. BATH OPT. SCALe, 1/41111 J'..tZ)1I RYLAN D HOMES Th.. 1'<~land Group, Inc, e:xpres&.l~ reserves.. Its cop~rlshl and olhsr' properl~ rlSht. In th..... plan. and draw Ins.. Th..... plans and draw Ins. ar.. hol to be reproduced or copied In an:! form lOr manner. MOD,EL , ...' , JAHESBURGUNIT SET N 1194J29 DRA\\1NG l1llE 1st ~ 2nd FLOOR PLANS DP11DN OESCRIP110N DRAI'M BY CGW I MJS OPTION NO. ALL I L. ~j ~lJl ;:~ -'" 3'" II!:\ O~ "'l: ~Il' ~~ I ~~ g, r ~ ill ~ 2'..011 fiLE NAME 194A3IJ ,XREF SHEET NO. A3.1J 28 ::;: <( ..... ,., N "" S lJ"1 "" "" N -.. ,., N ;::;- ..... cii ~ -c cii ...... ,., I'D .... 0\ ~ ~ Z ::J ~ Ol c: ~ l!! 9- .l!l "2 ::J l!l :J: 2 "" ...... ";- !'1 .fj I'D :;: Ol c: 'u c: I'D 9- '" ~ '2 ::l E E a ;.) 1i ..l J.J :3 x: ~ :..; L , " < .?i c d M S N ~ N L . ~ c ~ u " " . ." <> I ~ I I '" ~ C{Ly ! i 61_011 CANTILEVERED P.T. WOOD DECK 221_(2J:1l 11/4" 91-';; Inll edx.sM. ~ ~14- ROCF LINE ABV. :41..3 1I2uSEE: 5HEcTS~~1l .~ 1-- . 8'';311 81_1Zl" 4'_311 21'-9 112" 3 112" . r -:21'-2 112" 1" l : ;-"'.,"'" S~. ill7 t;;"H A=Y : ,- (;V.'~~61Z (~~C) ~ (2) 2"" HDR. WI (3) 1 ,-2.4J=EA.END ~I~ <(,3 r:1~ IIIw ~ ';; ~II~ ilt' ~~ ~I'i ~:I ",,'" ~P~(~\t-~LJ ~ -l~ 5'..2 11211 I. / \ 4' lZ)1l 1-3/4" x I.." vEl<5A- / LAM. ElM. Aev. (FLUSH) ---,. J fi1i\ .~ SII2" I- ::;<( ~2 J:ot w<( ~ ~ill W <DO [' <Dot~ ",OJ: ifl:I<( Ii ~~m _ !l.Q..J 121_0"~ ~!:::n 3 In' )( 9 11411 YERSA-. , LAM. HeR. AeavE WI (~J 2x4 JACKS SA. END ~", .........'--""'.... , , " ~) ",,<' DIRECT-vENT....' ~rrBo)( TO"" ~ ~6;~~I~T3. FA'" AUlAY FROM COHMCN.WALL A& f'QSSleLEJ DECK F.T; WOOO UII 36' ~. RAIL, SEE DECK DETAIL :;HEET ~ '? N FAMIL .,... ROOM CARPET s I III .. '" I I'-~W I 2~ 8' I 11 U (] 1 . RI E W/5"fll" A S 2'~8 112' 1/ r 31-)11 c .. '" I .- CROPPED CEILING 'THIS I .A' AREA TO eoTTOM OF .Q..L ~ I IX;' SEAM CA 1F!:T !~I,:><,t;, r-~~ ~~\ /. ws.13~~".IL~_~/____ "'>< (f<OPPEDI ~gffa-\'~~~sW~1 I' ~bUtl' 0" S.' ~(~12:SJ:: 3'-9 112" &'-~~~~,:.H./ '-I (J) SI4. . RO. ~ ",;"ii" = _ _!. ~1l. f ct ~ I ~ :. r'3~ I-lI-lALF.WALL U/I t ~ WO. CAP, (RAIL OPTIoN) '" 3' III .3'_111 P-t/Zw. 41..1 In" 11 Ic Ii. 1;)1'" ~~ "....~ '}-l.. ~~ rr--' L-- ~ I ~ 1 LAYER OF c::.1P.BO.'1-IE , M t= s ~ '" 'I' ~ ~ ,go nhii ~I~ ,Ii I I I 11 II II 11 I' I' U. \ KITCHEN RESILIENT c, z a , '" 'it ..,...- .1 @- 3'..611 3'...811 3 112" e,1..S Inll 31.1& Il2n 4.11 31..1" &1..611 4" 1"'1_111 '1..411 31-1i:Z> 11211 11/4" 21'-9 112" 22'..011 o 1 ~~~~T FLOOR ~~~~ 3 '112" -1.' II- 11/4" = ~ ~ ''it ~ 'it 3112" 11/4" ~ .. 1:: ~ .g '" N ~ N , ~ CL 11/4" 4'-3 11211 3-fl2"" . .. (2) ;!ItZ:lS0 (HULlED) 22'-tZ)" 21'-9 112" IlOt_tZlll ... -:- 111..I&U -:- 41.,;1111 (2)1-3/411x~-1I4. LvL. 140R. # ... WI (2)2.4 J= EA. END 1,_~~A:~' 4'-1~" Qe"'~ ~~o 3~1l 1-f.I-IALF-WALL WI WOo \ ~ M BAT~ CAP, (RAIL OFTloN) I I ~ ,""OIL.. s' c:J.ti Z7yD-i 3/ " ;-;'\;'-~ S;8" ~ .~ . !~~/" '\ 3~4' SHC1lElO~ ~ ~;<: ~ I ~ ~~~:-~--):. / //;-4 i'<I~l1\;i )::!., c '):.~ Ir!il_I,,/ .......... 'r MASTER BEDROOM CARPET IHoNO-vAUL T CLeo. OFTJ S '? ~ J~ "I '" 1'".1 - - ","" ... I v II@ 0 Il' I ~ t/~~'"II Ir 131.6361 ~ 1'-11" "E 3 I / -1 ~ ill I ~ ::;';; ~ ~2 PJb I J:ot II opr'LI 45. 1-4. ~lF-WAU. ~ J!:!lti 'V I~ i,i,!~ISI' W/WD.CAP ~III liil~ .-- -RAIL OPT. , <D ~ ~ MQIEi I OFT'L' = BREAKFAST II! :Jloi: fT---'-" ~~:.'I~~~~~~SE I AO 3</llt S RESILIENT II. ~:I<( II I I T~F STAIR AND LOCK I 10 ';' _ Ii ~ill II I~ : ~ffi~fl:,T~~yT' I oF'riiill in ~ ~gg II 1m I 'it B, LLNOllE TRIM eo. I FeIS I~ ~~~gJ.'rwrlfD ~ U__-._J " ~~L./.L.LL./_LJ ./.L.LLJ...!.L 2.4 JACKll EA. END '"Ii::; V...!.LL../...!.-'_"~- \....eRICK - (2) 2.'; HDR. WI IJ) 3.r ~ ~ .0' VENEER AT 2x4 JACK EA ENe ....... N JG r~r-r;611 {2J 3060 (MUL.L.EO) s III !::! 11\ .g DN. I.. E ~"Rs ... W 5' Tl'iE; S '" ~~:"~~ <-- V \ (J)el-l.4~. ------------ M 1'-1 $1Zl&B BI-PASS 51_~1l ~ l' '" &'-11 3/4" S letl_4J1 N !!l BEDROOM "2 CARPET 'it (2) 2x.. HDR. WI II) 2x.4 JACK EA. END "J<- &g lh. 0'" II!';; w::; !J1111 - <(- ~lll '''' ~~ 11... (J)5H.... RD. I ----:;]-- I WJ.C. I CPT, a' Cur.. I l~ I~ l:t I", I'" I~ I _____ 01__ (1)51.1." RD. I "", "" 3'.411211 i1lifjl~ ~:!~ ~tl. o bCJ YeW3.. PHQ .E. ~R " l-!ALL ~[n; .,ft BATl-! l-!:~~ RE"~ ~ ~ 1~Lb, ~.rt:t-I' - 3" 4'.2" b'.SU - ~ ..<::~ "I,~ I,,--Jty , 31.4 I 4" I ~'-4 11211 (1)5J..1." RD. $rD&8.BI-FASS ~'-2 112" llZl'-1U &g fh ~~ w::; ~~ ~lll ~:ll .. ~ BED1'<!OOM -3 CARPET ROOF GIROER TRUSS Aev. WI (3~Ac:KS5:A. END, /=7J.:z:z:" ROOF TRUSSES A6QYE AT 2411 a.c. L.'-<-"- - ;" s,,~ '..(...!.L.'-<J...!.L.LJ...!.'-<. \....e"'ICK VENEER AT ELEv. "B" (oNLYI 3'-~ 11411 "-0 3/411 3 112" 1~'-3 112" 1,,->'.'11 11/4" 02 (2) 3""''' (HULLEDI ~~42~;J\ :A ~ 3'_811 3'.8" 4" e:,'.611 411 3'.111 "_411' 3'-1~ 112" 21'-9 112" 221.011 SECOND FLOOR PLAN SCALE, 1I4U :r 1'."11 3112" C{L 1114" ~ II. S III ~ ~ '" I 3 112" 11/4" s .. r- S III ~ .. ill ~ in 'I N s .. ill 'it ~ N C) 11/4" 221_12>11 21'-S 112" 41~3 Inn 3112" .11'-611 'it I&'-~" 41-11" :3 11211 (21 3"S" (HULLEO) (2) 1~31411x ~~1/4. L.vL I4DR. WI (2J2x4"JACKS SA. END (lJ5H. 01 RD. I --------:;]-- , , 1 I. I~ I. I. I:I I'" I'" I~ I , _________01__ (I) eM. .. fi;D. : MASTER BEDROOM CARPET IHONO.VAUL T CLG. OFTJ l';g li.;. ON ~';f m ~ 6<1 ~lll ~:ll II.~ s j~ .. '" jl N N ~ a' cur.. AT YAULT. CLG. OFT. 11-611 3':!U I-lI4ALF~uJALL. WI UJO. CAP. (RAIL OFTICN I 11\ FOL Y/ROCK! INeUL Tl-l15 WALL 03 M. BATH OPT. SCALE, 1/4" II 1'_0" GIRDER TRUSS NOTE L fCS'ER TO ~nwcruli!AL. FRAMINGo FOR EXACT elZE . LOCATlON..AND 5l.lPPORT . a=.AU. R.aOR NCI ROOF GII'!CER Tfi!t!!5E3. FLOOR FRAMING NOTE L ~ TO &~ FRAMINl:::i D~ FOR BIZ!! AND 3PAClN6 &::F I'l..OCIR FFUl1~ &T&TEM S. F. CALCULATIONS OPTION # UNFINISHED BSMT. FINISHED BSHT. FIRST FLOOR SECOND FLOOR GAFaAGE TOTAL FINISHED BA5E 2SS SF 4& SF 19S SF lS'" SF 418 SF I!:oSS SF OFT. 31 SF 2&4 SF 199 SF lS'" SF 418 SF IS13 SF GENERAL PLAN NOTES. L ALL INTERIOR WALLS AI'!E !l 112" UNLE"S NOTED OTHE!<1IJI"E. (SEE NOTE' aJ ALL ANGLED WALLS AI'!E 45 DEGI'!EES UNLES" NOTED OTHERWIllE. 2. ALL WINDOWS AND OOOR HEADER5 IN ElEARlNa. WALL" TO ElE (2) 2... WI 112" PL -rwoOD PLATE AND (!) 2x4 JACK STUD EA END UNLEllll NOTED OTHE!<1IJISE. 3. ALL WOOD IN CONTACT WI CONCRETE TO eE FRESSUI'!E TREATED WOOD. 4. ElATHROOH FANS TO ElE VENTED TO EXTERIOR. 5. NET CLEAR OPENING OF 3"5" WINOOW . 5.11 llaUAI'!E FEET. INET CLEAR OPENING HEIGHT NOT LESE> THAN 24" AND NET CLEAR CLEAR OPENING WIDTH NOT LESS THAN 2"") 6. ALL CLOSETS HAve (]) ROD AND II) SHELF UNLESS NO~D OTHERWIE>E. 1. ;ALL exTERIOR WALLS AI'!E 4" UNLESS NOTED OTHE!<1IJleE. a. ALL INTERIOR WALLS TO HAve 1/2' GYFSUM eOARD (!JNLEE>S NOTED OTHE!<1IJISE) ALL CEILINGS TO HAVE 5/5" FIRECODE G'l"FSUM BD. USE 5/5' Fll'!ECODe GYPSUH ElOARD ON ALL GARAGE CEILINGS AND ADJOINING HOU"E WALLE>. s. ALL POINT LOAD SUFPORTS IJACK STUDS) TO eE CARRIED THRU EACH FLOOR LEVEL TO SOLIDLY ElEAR ON FOLNDATION SyeTEM. PROVIDE SOLID ElLOc:KING IN FLOOR SYSTEM ElELOW ALL POINT LOAD SUppoRTS. ]0, TOWELElAR5 HOUNTED 54" AFF .<>.ND TOILET PAPER HOLDER5 MOUNTED AT 24" AFF. Il. ALL INTERIOR LOAD ElEARING WALLS ISHOlLN HATCHED) TO HAve 5/a" TYPe X ",yp ElD EACH SlOE. 12. ALL INTERIOR NON LOAD ElEARING WALLS TO RECEIve 112' GYP eD EACH SIDE. Cf- 11/4" \l QJ Il li. g~L-1 3~ ~~~~~ ~Q~ O(O:E"'01i\J~ L..Q)1l-"3ccQ) \!)~S::-fu~IOOJUO ] ;,: ~ ~:O.u E ~ di "673""] D..~~ ~ l; ~t: OJ of g-:n .u..n... c103L..C 9lxo~j!1l1!QJO\l t:QJull..ll..I-11.llE '" '" '" << ij '" 'r N , .. r- It! << c s d :z :> .., '" III ~ .. ill s III u J!! c]~ e:a~ ~ Em~ u .0", ~ t.~ ~ w-o-l.E g.5~~ ::I_ e 5"00 -a.woB . E E.8 ~>.CUl ...."O_Q) ......"'C....:5 0,,0 ....E:: 1..o..J::..... +' 0.... 0 ~ fr-o It) I~ a:5~ utrJCQJ (J .>.~.Q....E:: ..c .~.... E~2:1..o u~~K.g ,,::1.0 _L..lD::J fJ) LU ~ o I t- "7 5 I o 3 :s m ill ~'~OC u-g~ o 2 .~ *l :z~ ~;1; o:r ~ n.. o I- ~ I!l z ~ U u. il l- n.. ~ oc t li III w :r ::J '" of) ::J !!l ...l ... ~ e iP re rA ~ _ N fC\ ""t 11\ II .0 1l ::; ~ E o z C '.0 0.. J!! o Cl III ~ III !: of) ~ d :z IJj 3 8 ,.. d m :z :z :z '" 0 ~ Ii: c 0 ill Z -<{ -1 D- OC o o -1 LL -a s:: ..,N ~"';t '" ~~ ~~ :z o !i: t1 .., c 5 ...l ~' ~ c lb !Iii d :z 8 m cs .. Ii c (:;) -- ..., ~-, ,'.-. '. ,"~ - ~. :..::.:,..1{.1.... :. . ~ LIGHTING' NOTES UGHTING SHALL MATCH '11-IE CITY Or caLUMBIA HEIGHTS STANDARDS FOR INSTALLAllON AND TYPE. Ur:;Hl:PDLES TO,BE l.OCArEo A.UIN1MUI,l 3.0. BEHlf.lD BACK OF CURB UNLESS OTI'lERWlSE. tlOiED. . PROVlD~ LIGHT ,pop:: BASE AND ~U,,!INAR~ P~ DET~IL . cotnHACTOR TO PLACE UNDERGRQUND CDNQUCTORS lU .PVC CONDUIT. .. PROVIDE MIN. 1"' PVC & flo AWr;. UNLESS O1HERWlSE NOlEn. CONlRACTOR TO TO SIZE CONDUCTORS AND PREPARE CIRCUIT PLA~J. CONTRACTOR TO PROVIDE PHOTO ~ElL TI!.tERS AND COUPLETE SY5TEJ.! FOR OWNER TO AUTOMATICALLY OR MANUALLY CON"ffiOl LIGHT FUIlClION5. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF ELECTRICAL AND/OR llGl-lntlG PLAN TO ENGINEER FOR APPROVAL. LUMINAIRE AND POLE ILL . ..'~' ' ~ - , ~~1).;! ..;,,,,-<<,: ~-s,.; ...f....0EJ<: , -~. .' '-..- ..''''''" -.." " . ~ : ..;. . r,' , . _.: .~:".l. ~~: ,: ~~ ; ., ~..~. .~~., .~J"'- , imr.iiY""""'-"'......,-...- c....,..........~".." . r-~.--..._- :L____ : EXIs.:nN~HOMES(_.~.,:':' . .:;.~.'.. . . ., ,3etH AVENUE __'.' ._w:'._ . "...: .M~ ,..::.,.._?,,' . :'-.,' . '-.' . ...~ . .;~:,< - ~'..- ;. '.' . ,j "~:'~ "C' . .~/:~J~ :~~., ' :-'",\' -.."...,." .' '. ..., - , CofI -48 H~ blllqre digg;ng GOPHER STATE ONE GALL. . ":';-'~r:: T~~~~r::~~~~:~62,:', .. -.-".. '. ~ ~ .~ -......"...-_...- ..,...;.".,-..... ..... .! .1 ':.-. I 11 f------ - -- --- ------- ------------1 f__m____~~_______; --------~ r----------------- : ~ --=-- . ~~ L__________________________" ~td ' /~ ~.~ '{-\PJ T~~M ~;;. ~~~ .' ~\~ ~"elle"~". f!'"~"~ '/M \~ "'V'''~~~ .... "l.J --w: ~~ .,,~~~ ~ 'fl~. ~ ~ --r ~~\\ ~ 0 ~'\~ ~ ~. O~-;:=t \0 !l! ~ ,J ~ ~~~O O. ~~.~~ ~,; . $ I fI'"l_ J A 0 ~ rDlIWfY~; ~ J\~ ~~/O/ ,-, e 2005 RLK I<uusisto., L TO. I~ f~~ e~l\\ CARACE ~ ~ lWO::~~~~: ), l~:::'~l 1 ~ ~ ( ) l\ rKAt &J\ ../" "--' ~ "" '-'" '<.Y 'T" A'J>. A'J>. ,^"", --", ""'" ~ ~ 6e1 A:J f!tJ UT_ .1 Ii -;.-- ( ! J A. a fiA.rv'" . ,~ to"- JV ~"y .. . I 'dJi. :;.lfZJ:g 'I I I I .... / ~ ~ ./ 1:.... '--- o <:( o a: l ill "- II~ r I 1 I'~ .~~ jj I. 1:lf mmH<.. I II u '":~'H< _u<nl~ .1 [,-.L---;gf i r-'i I fJ 'BU~::t10 ~ ) ~~ ~~ \ ~ J.-!. II J--l . .r-. ;:::- r '-"'~ Ol!-. \ftl) III:fi>J II aultOllfG#11 7UNlT ~ CARRI~Eoor.E ~ i,I~~ '-Y rOI '"-.Y ' ~~ '<Y 1 I( ~ S ~ = = ~ jb '" ~ -A ~( A ~ ~ p ) lm:eql\SI!I~ i fA ~ ;:c IiI' frl/ i ~ - ~ ~ v "iil)jrl\\ ~,~ 'D:/ ~ ~ _ -ll _ ~ _ +:';.L(~~ 1>\( A =),1 Il~ f>l ~ ... ~~~ ~ I ~ i~~ p:1 ~ , b ~ ~ i~1 ~ I \ ~ i~1 ~ ~/ ~~ J Oi ~DI~ 'L~,~ '~ :ID \l~~'V ~~~~;-.y.~, ,...~~..~ ~ h/ ~~/~I a ~ ~::>lVT ":: ~II ~ "{I' l~ ~ - ~~I ~ BUI~~~#23 B G'" /~ 'i" r) (~~ ~ ~iQYHi~~lli~H;Ht~~l~~ r ~O QI ~ ~I~' on c;1~' ~. ~_~~ ~"N:;'q/ ~ I~i G diP=l~i _. BUILDI"'''' BUIUlING"", ~ tu(!>, m:;: m :;: ..... """,,:,~~~~rr~ LI'iJ. ~ L llr~ ~ .~.. b b (~ . ~ .... --'~. .0 --... .:"'~ II ~~ 'chth " aJ'\ It d1\ "(Ml 7-j/J. f . ~.)t ~. .. ~. : -:-' '-'" I II.. . II:< . -oJ 1- ) ( ?1- ---.- _ · '1Y~~__ - - ------ ----;~ J ":"..,"''"; - ~",,,,.L. ~ /1 . , 'f ',.,.,,; ~ a I ~I":.'...--" ~ it" '-~-p'u.r:'\:,:' ~;,~ "'~,..,~ .- [frff: fit- fIt, i/[r ' if Iff ,'t Etl Iflfll tl [ I[ 1[1 NIl! If/lli ;'1'11; i'II,'. rNi,. I,! r '1",111{ /,/ ; ,II,III,fll! Ifltllll J .. ~ ",.' ... -:.". ,,:;' p aUILOJNG~2 7UNTT CARRIAGE HOME - G#13 rr ~ u 0' r1J'Y1;;h II (0\ II f -jj; h" (!i;h . -r-,."-Y ::::::: ~'LD'NG: II iIIlfW ~ 8UNfT n CARRIAGE ~ lJ ::::~r-."""/'.. D I A" \:ftl) II '<tl! I ~ ~ o lH ~ ~ H-l o.w 111 ~ I-H~Hi ~ BUILDING'18 GUNfT CARRtAGE HOhE "- "" '<tY "-Y x.. '"'" -r -r-,. ""'" '<.!Y '''-J>' "U' ""-fi'>... A'>. ill ~,~_ L 1 1 z ~ . 1 ~UILDING"'''''' .). ,r.L ~ i r - ~ r ~ ~gt'JllWr' -Ir ~ ~ >- ~~~~(.~!f 0 t m ! ~ ~ l BUI~~~_ ~ 1.~~~ ---:- . f--: , . E~ ) jj ) ~ ....<f' ,,~.t-~~ #'~ .... - CAR ~ ~ ..,.., ., ~ , -I ~ '..c,:. ,.1". ;:' I : I ~ I f<Y BUILDING #30 B UNIT 1WQSTORY7 . .\.-~ nl kJl ~~J ;~ H ! LANDSCAPE NOTES REFER TO SHEETS U.l-U.9 FOR PLANT PLACEMENT AND TYPES. REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND PLANTING DETAILS. REFER TO UTILITY PLAN FOR UTILITY LOCA nONS. REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL AREAS. . . - - REFER TO SITE PLAN FOR DIMENSIONING. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET OUANTITIES OF LANDSCAPE UNITS,USE lARGER UNIT SIZES. OR VARY THE SPECIES ACCORDING TO AVAIlABILITY AT THE TIME OF PLANTING PER THE lANDSCAPE ARCHITECTS WRmEN APPROVAL ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWISE, SOD SHALL BE LAID. OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOINTS. LANDSCAPE KEY SCHAFER RYlAND RICHARDSON. RESPONSIBILITY RESPONSIBILITY DECIDIOUS OVERSTORY TREE o @ o ~ CONIFEROUS EVERGREEN TREE e e DECIDIOUS ORNIMENT AL TREE DECIDIOUS SHRUBS 'tl' ,.. CONIFEROUS EVERGREEN SHRUBS ..., I I I --- --- ~v .u.-.-.cI ~-t.~ ~~. ", "IEW P ~ ~~ ~b D~~~ ~D~ J =\ D "'i!l ~ ;~ ~ --- ~) b~~~.""", Iff . ~~ ~ ~ 3i ~ ~~5i ji'<Y~. ! 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""\V~ ~\~. I 'Pl<-..\\' =~~ "'" ..x;. .~ _~ ~~n.c::i:~ \\7 ~/ ~ ~ f"'-> .. f'--.. ~ ~ \lX-.( 1 i.~ i ~\2./ i ""'" >-r-- ~ t I ~2.! i .. :::=t:i 1,...,.[ PLANT SCHEDULE 5.R. CODE OTY . . PLANT TYPE D!:0llU00S OvERSTQRY TREES B .. 56 5> .. "" 3ll U .. N 21 o p o R s .. @o 12. 11 v 21 11 LANDSCAPE NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRiOR TO THE COMMENCEMENT OF LANDSCAPE INST ALLA TlONS. THE CONTRACTOR SHALL IMMEDlA TEL Y NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES OR VARiATIONS FROM THE PLANS. REFER TO SHEETS Ll.5-Ll.7 FOR ADDITIONAL PLANTINGS AROUND INDIViDUAL BUILDINGS NOT SHOWN THE OVERALL PLAN. ALSO REFER TO SHEETS LI.8-L1.l0 FOR SiTE AMENiTY DETAILS. REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRiGA TION NOTES AND PLANTING DETAILS. REFER TO UTILITY PLAN FOR UTILITY LOCATIONS. REFER TO GRADiNG PLAN FOR GRADES AND EROSION CONTROl AREAS. REFER TO SiTE PLAN FOR DIMENSIONING. THE OWNER RESERvES THE RIGHT TO INCREASE THE NET QUANTITIES OF lANDSCAPE UNITS. USE LARGER UNIT SiZES, OR VARY THE SPECIES ACCORDING TO AVAllABlLllY AT THE TiME OF PlANTiNG PER THE LANDSCAPE ARCHITECTS WRITTEN APPROVAL ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWiSE. SOD SHALL BE LAID OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOiNTS. PROViDE PVC SLEEVES UNDER' DRIVES FOR IRRIGATION PIPING AND ELECTRIC POWER. .. LANDSCAPE CONTRACTOR SHALL SUBMlfA SHOP DRAWiNG OF THE IRRIGATION PLAN TO THE LANDSCAPE. ARCHITECT FOR APPROVAL. ALL SHRUB PLANTING AREAS SHALL" RECEIVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC WiTH A POlY EDGER. . 6" MIN. DEPTH OF TOPSOIL TO BE USED IN ALL PLANTING AREAS. MIXTURE SHALL NOT CONTAiN MORE THAN .35l'/; SAND MIX.TURE. . ALL TREES SHALL.BE WRAPPED WiTH FIRST-aUILlTY HEAvy, WATERPROOF CREPE PAPER EXCEPT HACKBERRY FROM SEPTEMBER 15 TO APRIL 1. ALL CONSTRUCTION. SHALL .BL IN ACCORDANCE WiTH THE CITY OF COlUMBIA HEIGHTS STANDARDS. .'.... J...:.. ...~.. 1 ". cOn 48 Hours belate cfoqg';9 GOPHER STATE ONE CALL .T...... CiUesArea651.,.45,4-0002 "'No :ioli Free 1-800-252-1166 o I SCALE 30 IN ~ ~~~~ ~;!~ ~fn n~ ~ Q~=J ~Hif ~ 2,jEej. .. ,. o QQ p ~ ;g ~ e (~I)j ~ E ~.. .a_: ~~i ~~ . iih =i.a~ ~~.-~; .! ~~ ,,::.;;-1~ ~j~~ ~ :!~ ~ d z <.i :; '!5 ~ '" a: Q S ~ 0 0 ~ % ~ X 0 U ~ x u ~~~~~~~ ~j Ii ill ... ~~ :!! on ;&iz .2 . - i!i ...... ... 2:d ~"'5 :>> It:: o rJ) ~'ij ~; ~..o ..ou u.:.~ ; CI:l p:::j .. .. I- Z ~ 5:g...JZ .0"'<< ~. ZZ...J .lr~ G:a.. -<>. W a..~ 1-< I- OiS a.. W...Ji&j "lU UJ-<:J:WUJ ... ::>j::..c UJO ::I:~-<Z .... rig r-< 0.....a...:..J iii8 W lr 60 . FEET ....~ to :.~ ~ ~ ~:::i ci~ ~~ .0 .. N ,... ~ ~ " . , / . . , ! 11 '" 2005 RLK Kuusistp, pO. . PLANT SCHEDULE ~I!.!I ~~~ '.~:~ION '.! - >"_ -K/~,;..~~c' ~--~~GHT;.,. .,..' ~~.. ":~~'~ -- ~-~I [!i I, [COllE ~T~ R~"D COU"'ON"A"'E/LATIN"~E ~' .! 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( r \ w k -.J7-, W l.i ~ i I \ l 56 0.1 ~\ ~7If\ ~ ~?: ."t-; :~,~~~ .::Fl!' - ~r ~~ l~f':; 'j;r't~t '1'~v~~, \\ : ~ :' :: ~ ~ fW~~ ~~i<~~ .~>><~--~~~~1?~U~;'~~~ "-f ~ -~~-~--=i=: fJl =~--~-~-~-~ ~\ \ '.1\ 1\\ : - ,: :' iJ ~~ I v \D W ~ ~, l~',! ~ ~c'~~ 0J "'ftJl8Dd~', ~.,~ \ 1 --~---~.!- i~L,~ -~f=-----~- :' \. ,\~ 1\: : 3;:; '<l'l ~ ~ I BUILD!NG#3S! : V ffi-1 iBUILDI~G#37i ~ -- -I '_/ \ I" ~ ..,~ -! \ l'\l\!'~.... \ 1 '2' 2 <i~;11 ~) t-nc---+--TWP!1ro~~~w~~PME+--;--J, 1'\\ I U-"---+--WJ?!41~~~~f.ili p>1Et--:--;. i ~;E ~:,J::L t: -x~ -1/ ~ ~\~~ ~ ::;: i~ "" r I: ,;J-,' i: t-h : rJ I \ t 1+' ; t' ~ ;; /~ ~ Jf; ,________m_ n~ ,"iF ~,;r ,""""~"'~,------- H.~ : - I . I-- fE\ ... .K.. ft:t}. 120 212 ~~ ~ . -. I '.. 7"I '.!.l- . AI. _ 122 !!lfl ,1;=7,,4 'Il., \ 7f-.?J- f a. , 7? ....,. ,I '" . " : '\A -" IE ~ I - . - - ! ..' -; .l( L .A 1 I ,{>//L..-:.---........- -e., DEl......... ; ~ df" _, a. ! 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DEOIlUOU$ CfiNlYEHTAl lREES 2.0 C . DEODuOUS SHRUBS ~ Pr..,c:~' - IN EVtRGREDf SHRuBS - .<i;/J 11€ REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND PLANTING DETAILS. REFER TO UTILITY PLAN FOR UTILITY LOCA liONS. REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL AREAS. REFER TO SITE PLAN FOR DIMENSIONING. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET OUANTITIES OF LANDSCAPE UNITS. USE LARGER UNIT SIZES, OR VARY THE SPECIES ACCORDING TO AVAILABILITY AT THE TIME OF PLANTING PER THE lANDSCAPE ARCHITECTS WRITTEN APPROVAL ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWISE. SOD SHALL BE LAID OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOINTS. PROVnJE PVC SLEEVES UNDER DRIVES FOR IRRIGATION PIPING ANO ELECTRIC POWER.. LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR APPROVAL ALL SHRUB PLANTING AREAS SHALL RECEIVE 4* DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC WITH A POLY EDGER. 6" MIN. DEPTH OF TOPSOIL TO BE USED IN ALL PLANTING AREAS. MIXWRE SHALL NOT CONTAIN MORE THAN 35:1: SAND MIXWRE. ALL TREES SHALL BE WRAPPED WITH FIRST~OUILlTY HEAVY, WATERPROOF CREPE PAPER EXCEPT HACKBERRY FROM SEPTEMBER 15 TO APRIL L ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLUMBIA HEIGHTS STANDARDS. ColI 48 Hours before digging GOPHER STATE ONE CALL f r o , SCALE 30 60 , FEEf TWin eilies kIlO 651-454'-0002 ...~ Toll F."" '1-SOO-252-1166 IN . .... . . . ." .. .. I .z..zzz ~~E ~ ::IX::I::I ~_g t? ~i~i *~~ ~ .:~Zl: Qao. z: ::r.D.3 ::J::I CI~:c~ !~! i ::I lif j ~ '" 'g :; ;g (~I)l ~ E ~o. 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D€OOUOUS OVERSTORY TREES o @ CONIfEROUS ~lORY TREES (9 I) ~ t>> ~ E\UlGREEtf SHRuBS "'fit' PLANT SCHEDULE - HERBACEOUS PERENNIALS 5.R CODE OTY PI SIZE ROOT CON . J1 CON . CON . CON . CON . CON 20 48 LANDSCAPE NOTES 2' CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEA lURES PRIOR TO THE COMMENCEMENT OF LANDSCAPE INSTAL~A TlONS.. THE CONTRACTOR SHA~L IMMEDIA TEL Y NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. REFER TO SHEETS L1.5-L1.7 FOR ADDITIONAL PLANTlNGS AROUND INDIVIDUAL BUILDINGS NOT SHOWN THE OVERA~~ PLAN. ALSO REFER TO SHEETS Ll.B-L1.1D FOR SITE AMENITY DETAILS. REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND P~ANTING DETAILS. REFER TO UTILITY P~AN FOR UTILITY ~OCA TlONS. REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL AREAS. REFER TO SITE PLAN FOR .DlMENSIONING. THE OWNER RESERvES THE RIGHT TO INCREASE THE NET QUANTITIES OF LANDSCAPE UNITS, USE LARGER UNIT SIZES, OR VARY THE SPECIES ACCORDING TO AVAILABILITY AT Tl-!E TIME OF PLANTING PER THE LANDSCAPE ARCHITECTS WRITTEN APPROVAL ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWISE. SOD SHAll BE LAID OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOINTS. PROVIDE PVC SLEEVES UNDER DRIVES FOR IRRIGATION PIPING AND ELECTRIC POWER. LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR APPROVAL . . ALL SHRUB PLANTING AREAS SHALL RECEIVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC WITH A POLY EDGER. 6" MIN, DEPTH OF TOPSOIL TCl' BE USED IN ALL PLANTING AREAS. MIXlURE SHALL NOT CONTAIN MORE THAN 35" SAND MIXTURE. ColI '48 HOUTS ber.,.." digging GOPHER STATE ONE CALL T,.;o Cities Ar,.., 651-454-0002.. loiN. Toll Fr.... 1-800-252-1166 1 NOKTH T 3D 60 r IN FEET ALL TREES SHALL BE WRAPPED WITH FlRST-OUILITY HEAVY, WATERPROOF CREPE PAPER EXCEPT HACKBERRY FROM SEPTEMBER 15 TO 'APRIL 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THEClTY. OF COLUMBIA HEIGHTS STANDARDS. '0 , SCALE ~ ZZ%Z f!~E ~ :::r222 a._co n ~fi~ ~~~ ~ g~~~ ::~ ~ . C .000.:& . ::c C CllCllo I .:.: 2 j~~ J ~ ::or o ~ : (~I)! ~ E ~.. .0-:5 ~gi .~ , iih 5]~~ l:]; .! ~ "'E'll21] '0 H~~ ~ ~ d z ti ::; :5 IE ~ 0:: 0 ~ c c ~ 3 I ~ u ~ r u ~f ~ ~ f ~ ~ ~1l111 i ... .r~~ :!? on ~lI :-- c.- 0.1: '& m" co S/~ ~ ;;0;"''' :i IQ ,0 ri:J t-I'O ~~ ~~ ,.c:U ~~ .. _'II h Z ~ ::Eo ....JZ o..g: << ~~~....J O::ws LL 0.. ~>'IW ~< I-:-Cl6No.. W....Ji;j U Ul<:I:, WUl =>i=-<UlCl , r:zfe <Z r;:g r< Cl...Jo......J iIi8 W 0:: "'tr) =~ :g 8~,-,~ ~~ Di -l ~g N N - PLANT SCHEDULE 5.R. CODE OTY A 4 4. !>6 D " [. " .42 G 50 "" 3 23 I<<1JE: 1tE ISNf. GM:N AS A CONvENIENCE 10 THE I..NI:JSCAPE CONTRACTOR IS RESPOtIlSIBtE FOR ~ COUNTS WfTH LANOSCAPE PLAN. ~. ~2005 RLK-Kuusisto. LID. / 11 ./ . . "... :;.. I .-./' ~. ... .<1'."f:. 1 '~./ 4[.." ~ M f{:"'. A ~ -' ~ .- ':~ ~-~~~\\ -.;{ .~ ~!X ~~..~:.. ::, ~ X . . ~ ~ :~ 'J ~ w ~ ... lr-"lA P ^ PI(\A/ ^ V I , i 1 !~ :i ., -, i~ r ffi rill "'-- I v / _ t A9 ~ MON\lMENT ~ ~ ! m I~ I f ____ I / I ,,\\1// dif\ SEAnNG AREA/f I II 1-irrC" : . T ~.' M.......1:"H.....i. ..,.-~!;~~~, '~l ~~ ~~ ~ .~:' ::~~~#4 i '\~m .,.l:.....~..~ 'I'.I'~I m !.&; ~ d~RRIA<!;E HO~E ,'; : ~"i~ '" CARRIAGElitirOME: ~:~ ~ ;- '-=-' ~:~u~ ., ~' ii, ! u, (~~ I~~l '!'f~:; '~n ~, " It ~I 0 ... -~=3,; ,,;,,~.- , ~ ., '>l ; I ~ LS .' AA 20 I ---------~f!ii_' . ,,: if. ,,! , L PROPOSED I II I : I c 6' FENCE I '~~" , '-- __m=~,~ /7 1 .. ur """,,'.' ~ I ,P2 I) r-- ~ i' fj P4 V/f~( ~rt,i~~,~ Ift1 ,.~ i t --;!,~l.~ ) ~ ~ ~T-hF~, DL'/l~ mi;='"~ f~=;~ I ,;i=:~' ' ~mm__ -' .~: 'VI ";-ff7 I ~3J, r ~ ~=~-- p; ~ w ~ ~"~',] ---e"l-'1 ' '_ ___em i ~ r~ ~ r;'f~ ?-,.A '# / ~~'~:~~ ~\"^ ~",>.,..~~.~~.~:~~~~~ ~;'~:;! . '. ~ !n0:'i . ~ ~l:' .. ~ - i., ~. '<o.J ., ~ ,,{~ ,. J~ I~" ,- : \Y I / ~ .; - ~ ' !-~ i! i, ~ fYJl i ~ 'j' r;J ; f .~ r" i : ~ ~HI ~, ~ jt~ 1-'~ ~ 'H:.~ ~;, f, I!! M~u4NT 1 '::!i~:~~rl~!:~ UrK";'f1'~"" -t~~ J rfffi+:ni I !~.~-4:!~~~~ ,ffia~~ ~LLt!.-,", J r,tffi.l.+iti 4!tf';6)!~~~:;vI~ABl~: i L!._ rWF.J;'I'~ - I f@1/ ; S! T: : S J' '5' . ,T : S T i -tit T: S, T; S' , T I ~ '----W I/.j : 6 i 6 I ;- 2 11 fi ", : : 5 ~ 6- 6 : Z 6 , ~ 6: I 3 :- 5 ~ I 6l ..._1 /, . " ," : . . . :, ~" J'J , . // ~ \, P1 ... = ffi/", / .. ~ T ~~.:AINlN~W~ T~ ~fT\. / ~ l(~) 3: 2< r fJ;tJ #}. ~ W/~/I _1 . ~ R 15\/ ~ S R S R SR. S R '. I'f~ I . 5 ~ '\D- 5 5 5 5 5 5. 5 5. ,d! . ~ PROPO EXISTiNC I I! ' , ,~~ EWLDL~ J I I .Ot:fi&. N ~: . "" ~~.l.":;'.~.~ . , I 'f;'~ } · ~I U w w y 21 SIZE PlANT TYPE DEOOUOUS ovmsTORY. TREES 24 54 126 C 2.5 CAL 2.5 25 CAt. 2;5 CAL 2. CAL 2.5 CAL 10 H. . H. 10 HI. o ~ CONF'EROUS OVERSTORY tREES (9 . H. 2.0 CAL 2.0 CAL 2.0 CAL 2.0 CAL 2.0 CAL 5 DECIDUOUS ORNU.IEHTAl 'tREES ~ e ~ PLANT SCHEDULE, HERBACEOUS PERENNIALS S.R. CODE DIY 25 20 LANDSCAPE NOTES 4. 24 SIZE CONTRACTOR SHAll FiElD VERIFY lOCATIONS AND ELEVATIONS OF EXISTING UTIliTIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF LANDSCAPE INSTAllATIONS, THE CONTRACTOR SHAll IMMEDIAlELY NOTIFY THE lANDSCAPE ARCHITECT OF DISCREPANCIES OR VARIATIONS FROM THE PLANS REFER TO SHEETS 11 ,5~11.7 FOR ADDITIONAL PlANTINGS AROUND INDIVIDUAL BUILDINGS NOT SHOv.tl THE OVERAll PLAN. ALSO REFER TO SHEETS 11,8-11,1 0 FOR SllE AMENITY DETAilS I f I f 11 ~ h II 1/ II 1/ ~ REFER TO lANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES. IRRIGATION NOlES AND PLANTING DETAilS REFER TO UTILITY PLAN FOR UTILITY lOCATIONS, REFER TO GRADING PLAN FOR GRAD.ES AND EROSION .CONTROL AREAS REFER TO SI'lE PLAN FOR DIMENSIONING, . THE OWNER RESERVES It-iERIGHT TO INCREASE THE NET OUANTIlJES OF lAND.SCAPE UNITS. USE LARGER. UNIT SIZES, OR VARY THE, SPECIES ACCORDING TO AVAllAElIlITY AT THE liME OF PLANTING PER THE lANDS!:Ai>E ARCHITECTS WRITIEN APPROVAL ALL lANDSCAPED AREAS. IO RECEIVE SOO EXCEPT WHERE NOlED OTHERWISE. SOD SHALL BE lAID OUT PARAllEL TO'CONTOuRS AND HAVE STAGGERED JOINTS, . - .,. . PROVIDE PVC SLEEVES UNDER DRIVES FOR IRRIGATION PIPING AND ELECTRIC POWER. .' . ' . . . , ~ , lANDSCI';PE CONTRACTOR'SHAll SUBMIT A SHOP DRAWING OF THE. .IRRIGATION PLAN TO THE lANDSCAPE ARCHllECT FOR APPROVAl. '." . . . All SHRUB PLAN liNG AREAS S~Al~ RECEIVE 4" DEPTH OF SHREDDED HARD~O[) MUlCH OVER LANDSCAPE FABRIC'WlTH A'POLY EDGER.. f .1 6~'MIN. DEPTH OF'TOPSOll' TO BE USED. IN AlLPlANTII'lG AREAS." MIXTURC SHAll~OJ'GONTAIN ..MORE THAN.:45:;. SANDlAiXTURE;. . AkLTREESSHAlt;:aE~A~~ED v.tiH FlffSFaOILrr,,:i:lEAVY. . WA:rERPROOF'mEPE PAE'ER..EXCEPTI:lAq<BERRYi EROM,"'" SEP.'lEMBER 15 l'O'APRll..h ' . . ,'. " .. All ~O~S~UCTIriN SHilL 'BE INACCORDA~tE wriH -mE CITY OF COLUMBIA HEIGHTS STANDARDS. Coli 48 Hours before d"lI}9ing GOPHER STATE ONE CALL T.... Cities Area 651-454-0002 Ioj~. TOil Free l-8OQ-252-1166 o I SCALE 30 IN 60 I FEET ~ ~~~~ ri~ ~ ~~~~ I~~ ~ ...l 0 :i g5~] ::~ ::: ~ :"'4 ~ ~:= c fr.. ~ ~ (~I)! ~ ~~. ..D_= !ill =1i.;~ !:~; .~ ~ "'::;;; -1 ~ ... Hi~ < _ E 0_ 0 d z u OJ os ~ ~ 0: C @ 0 0 ~ % I ~ 0 0 ~ ~ 0 ~~ f [ ~ ~ ~ ~~~[~~~ ~::::: : ... E~~ !! on ~li .=-. ,,-- o....'ll m"'a. 2:!!~ :i'\"''' :i Ig ~l~ ~!~ cdlr-l ..c:!t) ~Iza -I- ... ! I- Z ~ ~O,;,Jz o.~~~ :\COZZ,;,J a::~ li:o. ~>'IW ~~ i--Ol5cio. W;:Jj;i .. U Ul<(XwUl ~i=:!; ~~.,.. .~:r:~' 030."'-' Ui8 W a:: :'<t tr:'-: ~---1 .::l; 'N on t~ !:(. a~ ~~ o N N - I ~ e 2005 -RlK.:....Kuusislo. l TO. 4" WASHED RIVER ROCK UlCH WITH COMMERCIAL GRADE PVC EDGER (TYP) 6 UNIT CONDO PLANT SCHEDULE (5 BUILDINGS) STO Y T.H. R 4 CONT. DEaDuous SHRuBS S CON. 0 V CONT. (j() 5 y 12 CONT. ^'" 10 CON . EVERGREEN SHRuBS ..., *'$1 BB CONT. 0,' DD 6 COO . NOTES: THE ABOVE LANDSCAPE TOTAlS ARE GIVEN .AS A CONVENIENCE TO THE LANDSCAPE CONTRACTOR. LANDSCAPE COOTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE PLAN. QUANITIES SHOWN IN THE TABLE ARE FOR EACH TOWNHOt.lE TYPE.. TOTAl PLANT QUANTITIES FOR THE PROJECT ARE DETERt.lINED BY t.lULTIPl Y1NG PLANT TOTALS IN THE SCHEDULE AND OUANTITIES OF EACH TOWNHOt.lE TYPE.. FOUNIlATION PLANTINGS ARE THE RESPONSIBILITY OF THE RYLAND GROUP. FOUNIlATION PLANTING BEDS TO RECIEVE 4" pvc CQt.lt.lERCIAL GRADE EDGER AND 4" OF WASHED RIVER ROCK t.lULCH; SOD ~ SOD ~ o (j() 4" WASHED RIVER ROCK MULCH WITH COMMERCIAL GRADE PVC EDGER (TYP) ~ TWOSTOR DEaDUOUS SHRUBS T.H. 5 5 COOT EVERGREEN SHRuBS " .~ o ;~ "-! '<< 2'c .... ~1 . ':~,:'~ ',.11 ~. .. ~! " [~ it" ::l,K .;;; NOTES: THE ABOVE LANDSCAPE TOTALS ARE GIllEN AS A CONVENIENCE TO THE LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERtFYlNG COUNTS WITH LANDSCAPE PLAN. . OUANITIES SHOWN IN. THE TABLE ARE FOR: EACH TOWNHOt.lE TYPE. TOTAl PLANT OUANTITIES FOR THE PROJECT ARE DETERlIJNED BY t.lULTIPL Y1NG PLANT TOTALS IN THE SCHEDULE AND llUANIlTIES OF EACH TOWNHOt.lE TYPE. . FOUNDATION PLANTINGS ARE THE RESPONSIBILITY OF THE RYLAND GROUP. FOUNDATION PlANTING BEDS TO REaEVE .- PVC COt.lt.lERCIAL GRADE EDGER AND 4- OF WASHED RI\IER' ROCK t.lUl.CH; .' . .' J 1 Cell 48 Hours belore Oogg;"9 GOPHER STATE ONE CALL r.... CiHes Area 651-454-0002 loiN. Toll Free 1-800-252-1166 D tD I SCAlE IN ~ :i:izz 22:::1::11 ~;~ ~~~ ~ N'Ng ::r :~~ ~c:c" c.. ... ifr:o.,.. 2 5.:~i .;.!~! DE=~ ~ .: '" o o ;; ~ (~I)! ~ E ~.. ..a-:S d z ti :; ! <( CJ '5 ~ on 0: CJ :; [l 0 z I ~ 0 ~ tI)~ z' 0: en: 5: w' O::~ .., CJlw. ~z:ll ~1~ !:- iii li-- "'~ ",... a. S!~d :zI'" C :i ft:: 10 .cr:, ~,"O ~~ C\l...c: ...c:=u .~~ B. .. 'I-' z w::::! ~ ~< ~o:...Jo~ n.l:) <:r:e ~oz Zz . a::~ i:L~z ~~ I g:5 ~Q6c:-irn. W:...iW .. a::W 1Il.,.:(:I:wo< ~i=~~:nfu ~:r:1Il e3n.oe enS ~~ ~ ..J 20 I FEET ,~ :g o~ ........ D~ <~ :fo N N ;lC! ~::i ~ ifl200S RlK-Kuusislo. L ro. \ ............. "'-, '. 'I . ~ 4" WASHED RIVER ROCK ~ i MULCH WITH COMMERCIAL~ : GRADE PYC EDGER (TYP) . z : 1 ~)) . t' /' ~ . : REFER TO SHEETS :.. L1.1-Ll..4 FOR ! . ORNAMENTAL TREES 4 ~ i i i , i i % !~ :i ~~ I . 4" WASHED RIVER ROCK ! ~ULCH . WITH COMMERCIAL r GRADE PVC EDGER (nP) REFER TO SHEETS /U.l-U.4 FOR .' .. ORNAMENTAL TREES 7~ , /. h { REFER TO SHEETS Ll.l-t..l.4FQR VERSTORY TREES 4 UNIT TOWN HOME PLANT SCHEDULE (1BUILDING) 0 4 5' CONT. 2 5 0 Mo ic: U 5 5 Wo W 12 5 CON . Z 5 CONT. CC 5 CON . NOTES: THE ABOVE lANOSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE lANOSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE PlAN. . . QUANITIES SHOWN IN THE TABLE ARE FOR EACH TOWNHOME TYPE. TOTAl PlANT OUANTlTIES FOR THE PROJECT ARE DETERMINE!} BY MULTIPLYING PLANT TOTAlS IN 'THE SCHEDULE AND OUANTITIES OF EACH TOWNHOME TYPE. . FOUNDATION PLANTlNGS ARE THE RESPONSIBILITY' OF THE RYLANb GROUP. FOUNDATION PlANTING BEDS TO RECIEVE 4" PVC COMMERCIAl GRADE EDGER AND 4" or WASHED RIVER ROCK MULCH. 6 UNIT TOWN HOME PLANT SCHEDULE (1 BUILDING) 0 5 CON . DECIDUOUS SHRUBS 5 CONT. 0 a ic U 10 5 C Wo W 1B S ON . ,",cess Z 6 5 ON . EVERGREEN SHRUBS CC 5 CON . ~"6' NOTES: THE ABOVE lANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE LANOSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE PLAN. QUANITIES SHOWN IN THE TABLE ARE FOR EACH TOWNHOME TYPE. TOTAl PLANT OUANTITIES FOR THE PROJECT ARE DETERMINED BY lAUlTIPlYlNG PLANT TOTAlS IN THE SCHEDULE AND OUANTlTlES OF EACH TOWNHOlAE TYPE. FOUNDATION PLANTlNGS ARE THE RESPONSIBILITY OF THE RYLAND GROUP. FOUNDATION PLANTING BEDS TO RECIEVE ." PVC COlAMERCIAl GRADE EDGER AND 4" or WASHED RNER ROCK MULCH. 7 UNIT TOWNHOME PLANT SCHEDULE (9 BUILDINGS) 5 DEClDU.OUS SHRUBS 5 CONT. 0 5 CON , Wo 5 CONT, ,",cess 5 C EVERGREEN SHRUBS 5 C . . ~"61 NOTES: THE ABOVE LANDSCAPE TOTAlS ARE GIllEN AS A CONVENIENCE TO THE lANDSCAPE CONTRACTOR. .LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE P1m.' ..... QUANITIES SHOWN IN THE TABlE ARE FOR EACH TowNHOIdE TYPE. TOTAl PlANT' OUANTITIES . . FOR THE PROJECT 'ARE DETERMINE!} BY lAUlTIPLYlNG PlANT TOTALS IN THESCHWUlE ~~N~~~N~~~HO~~B!i.nY 9f.!\fdmkiQi;(lOu,,~, .', ..... ,"J FOUNno.TlON.I?LANTING. BEOS,TO..RECI[.vE 4' PVt 'ColAlAERCIAl"GRADE:EDGER AND..... or. ~. ~ """",,, "'Y'}i; .'~~0;)Cl,i/\~ . Call 48 Hours b~lor.. 0'9'};';9 . GQPHER 5T ATE ONE: CALL T.... Cities Ai'eo..651-454-.0002 UN. .rciil:F'ree .1";'~252-:-U66-- o I . SCALE .10 IN I zzzz. ::a:r:z::r. 5i~.: 3~:g~ Cl~=i .. ~~~ i~l : N'Ng ::J[ :~! 1~.ii ;_0: - cd ... if""'- z ;;, ~ ;g (~I)i ~~. ~ .D_= Hi ~ ~H~ ~ ~ ~~H fl g H!L ~ ~ !iI~[ D- ~ j :~~ ~ _ E ~_ 0 ~ ~ S 0: C ~ 0 z I ~ 0 ~ ~~ ~ f ~ ~ ~ ~IIII' ... g''''z~ !! .n ~15 !:- .r .'C-- o~ '5 m'" a. ~:!?~ :1\"" " :i l~ '0 r;) ~'"O ~~ ~~ ~u U'"f:"'4 .rJ) ~ .. .. ~ .2:! w< . <( ~~...J I- '*l:.l <(ww ::.::ozz~El o::~ L;:Oz <(>. :1:<( o.gr I wet I- ,is NO W..Jo&i . . <(W U1<(:r:wir<l:' ~F~~O::~ ..~ :i:<3UI . 30. 0 90 z t/lO <( ~ -' 2b I FEET. . ~ ." ~N 0 o~......... olll.~~ a:g N" N - g~ iji.J ~' e 2005 RlK-Kuusisto. L TO. r ( ./ 8 UNIT TOWN HOME PLANT SCHEDULE (9 BUILDINGS) o a ~ ~' /' \, ( (~;---~- \ \:- \......" i - '~,'" ,:_ . 1 , , y \\ " ,. , "\ "/ ~/ \ ,/ 7_ . \' -"-<;;:;:;;*- 0,0 '\ , \ \-') C: (':"-~EFER TO SHEETS Ll.l-LlA FOR ORNAMENTAL TREES- Y / ,\ " '" \\ '-.,<, \ [Yo -r 1 . \ \ '" ~ \\ Y ~~ Y.' , DO' , Y / \" L, ,\ ,/ \ \ ~ \' \ ,~ ~.,.:;.::./~ 00 5 5 15 5 CON , 2~ 5 CON , in cess. B 5 CON , 6 5 CON , lJ 8 UNIT ARRIAGE HOM NOTES: THE ABOVE lANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE LANDSCAPE CONTRACTOR. lANOSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH lANDSCAPE PlAN. OUANITIES SHOWN IN THE TABLE ARE FOR EACH TOWNHOME lYPE. TOTAl PlANT OUANTITIES FOR THE PROJECT ARE DETERMINED BY MULTiPlYING PlANT TOTALS IN THE SCHEDUlE AND OUANTlTIES OF EACH TOWNHOME TYPE. FOUNDATION PlANTINGS ARE THE RESPONSIBIUlY OF THE RYlAND GROUP. FOUNDATION PlANTING BEDS TO RECIEVE 4" PVC COMMERCIAL GIlAOE EDGER AND ~. OF WASHED RIVER ROCK MULCH, 4" WASHED RIVER ROCK MULCH WITH COMMERCIAL GRADE PVC EDGER (TYP) REFER TO SHEETS Ll.l-LlA FOR STORY TREES 9 UNIT TOWNHOME PLANT SCHEDULE (6 BUILDINGS) 0 5 DEODUOUS SHRUBS 2 5 CONT. a U 20 5 ~ W 24 5 CONT. Z B 5 C EVERGREEN SHRUBS CC 8 5 CONT. ~1 NOTES: THE AllO\IE lANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE lANDSCAPE CONTRACTOR. LAl<DSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE PlAN, OlJANmES SHOWN IN THE TABLE ARE FOR EACH TOWNHOME TYPE. TOTAl PlANT OUANTlTIES FOR THE PROJECT ARE DETERMINED BY MULTIPlYING PlANT TOTALS IN THE SCHEDULE AND OUANTITIES OF EACH TOWNHOME TYPE. FOUNDATION PLANTINGS ARE THE RESPONSIBILITY OF THE RYLAND GROUP, FOUNDATION PLANTING BEas TO REClEVE ~- PVC COMMERCIAl GIlAOE EDGER AND 4- OF WASHEO RIVER ROCK MULCH. REFER TO SHEETS L1.1-L1.4 FOR ORNAMENTAL TREES ~\ I -- '-- \ " 1 i\ \ + , , ~ '\ ~ t .-,/} "-(' '/\J7f\' " <' -, J i . - ~,-.- . Ii'" r: Po', " ,. ,', Le:. ,," '? r-' . . I , f \--v': / \\ ,J Y/ i\ )- . ~--.. i \f""./ '--..Ln 4" WASHED RIVER ROCK MULCH WITH COMMERCIAL GRADE PVCEDGER (TYP) 'REFER TO SHEETS 1 1 CALL o ,.... SCALE 10 IN 20 I FEET I %.z:zz. ::I::I::I::r ~~~ ~ A~~ g~.; ~ NOig g~! ~~:.' i>_;: - ;:t fD..:c- :ii .si~i ~:~~ .= c ~ ~ o ;;. ~ (~I)! ~ E ~.. .D-:5 ~~i .~. ;:! HH :5i.;~ ~:~.; '.! ~ ,N~2.'1o !Hi .. ~ l:~: < _ E Cl_ 0 d :z: ti :::; ~ ~ s '" c @ 0 % ~ ~ u ~ , ' .., . ~~~~~~~ ~~ ~ ~ ~ : : ~~~~~~ a:::: ~ - . - : '" l'~~ :!! on ;&iz c::f !:- .r c.- 0'" 'lI m'" .. Si!~~ :Ii'" c :i I~ 10 IJ) ~"'O ~~ ~...c:: ...c::u u.- rJ)~ .. .. J- Z ~ :::Eo.:.J J- n.UJ<(WW '~o'!iZ:::EO o::~ ;:;:Oz '<(>. r<( n.~ I w-;l,' 1-,;05 e,:)n. W..Ji;j N<(W Ul<t;<:wii:<( i'i=:~ Ulo::5 ~ J:~Ul =>n.UO 95 Z gr, <( '0::- J 'J <( ~r-. 8~ t;-..l ::lE ",' ~N 0 u~ ........ 32 ~~ .0 N N ~' -'. I " -r.f lZ) 2005 RLK-Kuusisto. LTD. DETAIL AREA 1 \ Xl i I I DETAIL AREA 3 OVERSTORY TREE DETAIL AREA 2 DETAIL AREA 4 , , , , HO~E DETAIL AREA 5 DETAIL AREA 6 en '{'~2W'" -I ,:;Q. rnl '~ / ! ~ , i I ,] '} '! J ~~ ;1 au DETAIL AREA 7 , - I . DETAIL AREA 8 PLANT SCHEDULE S.R. CODE OTY A 4 B q' 46 C 56 ,D ,55 E 53 42 G 50 H 3B 23 J 7 K u N o P o R S U v w x y 2 AA BB CC DO SIZE 2.5' 'CAL 2.5 CAt. 2 2,5 B CAL 7 2.5 CAL 2.5 B CAL 2.5 CAL 6 2.5 CAL 3 10 HT. 10 6 HT. 15 10 HT. 17 6 HT~ 56 2.0 CAL 39 2.0 CAL 12 2.0 CAL 47 2.0 CAL 48 2.0 CAL 104 5 76 5 78 5 ~.. 52 5 405 88 5 552 5 72 5 132 5 212 5 122 5 112 5 190 5 118 21 24 64 126 120 PLANT SCHEDULE - HERBACEOUS PERENNIALS . S.R. CODE OTY PI 59 P2 25 ,P3 31 P4 20 P5 31 P6 46 P7 24 PLANT TYPE DECIDUoUS , OVERSTORY" TREES' o QO CONIFEROUS OVERSTORY TREES (9 ,. , DECIDUOUS ORNIMENTAL TREES ~ a DECIDuOUS SHRuBS o ~ EVERGREEN SHRUBS <S.Ji;' SIZE ROOT 3 CONT. En e1monni 3 CONT. 3 CONT. 3 CONT. 3 CONT. 3 CONT. 3 CONT. LANDSCAPE NOTES CONTRACTOR SHALL fiELD VERifY LOCATIONS AND ELEVATIONS Of EXISTING UTlUTlES AND TOPOGRAPHIC fEATURES PRIOR 10 THE COMMENCEMENT Of SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIfY THE ENGINEER Of DISCREPANCIES OR VARIATIONS fROM THE PLANS. ' REFER TO SHEETS L1.5-'L1.7PLANS FOR ADDITIONAL DETAILED 'PLANTING PLANS AROUND INDIVIDUAL UNITS.' " REFER TO SHEETS Ll,I"'LlA ,FOR TREE IDENTIFICATION. REfER 10 SITE PLAN fOR DlMENTlONS. REFER 10 SHEET LUO FOR TYPICAL ENTRANCE MONUMENT DETAIL PLANTING. . . - . LANDSCAPE MATERiAL LOcATlONSMA Y VARY DUE TO iNDIVIDUAL ,uNiT i-!ON- TYPICAL SITE CONDITIONS. ' , , , . .. . ,_." _. 0'" , , ' ALL'LANDSGAPEIJ AREAS TO RECEIVE SOD, EXCEP!: \'tHERE NOTE[}O,THERwiSE,' \ : , ' , DETAI,L AREA PLANTlNGS A~EIHE: RESPONSIBIUTY 6. T~~RYMND :GROUP;-, ColI 48 Hpurs bel..... diggi1g GOPHER'STATE ONE CAll T.... Cil;es ArltO 651-454-0002 lilt. loll Fr.... 1-800-252-1166 1 ~ ~ o I SCAlE 10 IN ~- :'"",,~~'" DETAIL AREA 9 I :izz::i :::1:::122 ~~~ r) ~~~ z ~~ :a - - - ,',- -:~.., ::~ -=. ... ox. ifllt.p 3 .si~j ~..1;g3 QE=~ ~ E '" -. 0, o ~ .~ (~;)! ~ E >-~ . .D_: i~i o~> ;:! !Iii =g~~ g:.3: .! ~ -"'11:.-:1;; !Uio. ~ j:~: < _ E g_ 0 d z .; ::; :os ~ g; Ir 0 ~ D 0 ~ z I ~ 0 " ill ~ ~ " ~~ 0; Vi: >; ...' a::~ .... :1'wz~ !! ~ ~iz -c::f ::- .. li-- .!:'ll m'" .. 2~~ :Ii'" " :i Iq o rJ) , l-'t "0- : A\ l-'t .~ ~ . ~"r:::: ,,,r:::: u ~~. .111 .. , I- Z w,c Ul' ::i::5 ...Je{ 0.'" e{W ~~ ?;~ ~w:i u. _ o.~ 18 I- CliS N::! . W,.Ji;j e{" ' lIle{Z wI-. :, ::l--c V1W ;r:1-_e{O. .:'~Iw 030.1- Vi8i7i .w a::: 20 I FEET ..~ 8 ~~ Q~ &:8 ("'II N - ....OJ E-= ~...J I ~ e 2005 RlK-Kuusisto,. L TO. STRj::ET DETAIL AREA 10 PLANT SCHEDULE 5.R. CODE OW A 4 SIZE 25. CAL 2..5 CAL 2.5 CAL 2..5 CAL 2..5 CAL 2.5 CAL 2..5 CAL 10 HT. B HT. 10 B&il HT. B B&il HT. 2.0 B&il CAl. 2.0 CAL 2..0 B CAL 2.0 B CAI.. 2..0 CAl. 5 5 5 5 5 5 5 5 Oli' 5 5 B , 7 46 56 C 2 o 55 E 53 42 G 50 3B 6 3 H 23 10 J 7 15 17 56 39 K 3 DETAIL AREA 12 " N o P o R S 84 21 12 47 4B 104 24 76 78 DETAIL AREA 11 126 52 Dl::TAIL AREA 13 U 405 v w X BB 552 72 132 212 122 Y Z M BB 120 112 CC OD 190 118 PLANT SCHEDULE - HERBACEOUS PERENNIALS STREET S.R. CODE OTY SIZE ROOT PI 59 3 CONT. 'En e1monnj P2 25 3 CONT. P3 31 3 CONT. P4 20 3 CONT. P5 31 3 CONT. P6 48 CONT. P7 24 3 CONT. LANDSCAPE NOTES DETAIL AREA 14 DETAIL AREA 15 ~ I I . ;' i ~ ~f :i :;~ DETAIL AREA 16 DETAIL AREA 17 DETAIL AREA 18 ColI 48 Hours be/ore olCJ9inq GOPHER STATE ONE CALL T.;n cmes Area 651-454-0002 IllN. Toll Free 1"-800-252-1166 CONTRACTOR SHALL FIELD VERIFY lOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHAll IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ' REFER TO SHEETS 11.5-11.7 PLANS FOR ADDITIONAL DETAilED PLANTING PLANS AROUND INDIVIDUAL UNITS. ' , REFER TO SHEETS ll.l-lIA FOR lREEIDENTlFlCATlON. REFER TO SITE PLAN FOR DlMENTlONS. . REFER TO SHEET lUO FOR TYPICAL ENTRANCE MONUMENT DETAil PLANTING. LANDSCAPE MA TERl..I\lLOCA lioNs MAY VARY DUE: TO INDIVIDUAL. UNIT NON~,TYPICAl SITE CONDITIONS. ' STREET en -{ ;0 m m -{ en -{ ;0 m m -{ PLANT TYPE OEDOUOUS OVERSTDRY mEES o @ CONIFEROUS OvERSTDRY TREES @ . OEDOUOUS ORN'''ENTAI. mEES ~ ~ o @lb EvERGREEN SHRUBS ~1 , , . ,All lANDSCAPED AREAS TO RECEiVE SOD EXCEPT WHERE NOTED OTHERWIsE. J 'NOKTH T 0 10 20 I I SCAlE IN FEET HOME z -' ..' .. , . - ; ,. " . ; -'; ., , DETAil AREA 'PlANTlNGS A'RE THE, RESPONSIBILITY OF TH(RYlANDGROliP. /' ~ ~~~~ E~~ : ~iii ~~i -;.5;g"g .(IIea; i Q ~;; i fH:!! :=:.' 2 ~;~ : g. .- if.... 's: Q ;. .'l g (~I)! ~ E ~~:S l~i .~ , iUt ~1:.;~ ~~..~: .! ~ ~E1:2 ~ D !Hi.~ ~ l:i: < _ E 0_ 0 d :z <.i ::; 3 ~ ~ '" Cl 1'1 0 0 ~ z I x ~ u ~ " u tn~ z' a:: Vi: >, l.J' ~~ .... gw~ :gzIQ ~!Z ~::l! J-. c.- 0-" "5 m'" a. 2:!! ~ ;g... c: :i I~ o cr., ; ~ "0 ; Q) ~ .~ ~ , ~ ,.q .,e u :~ 2Z .. .. I- Z ~ VI :::!:O-l<, 11.'" <w ~O~ zl5 a::~ G:..... <~ . 11.':Il!? I 8 I- Oa N:::! W.Ji;j< VI<J:wt;j :::li=~ VlO J:.z! < r;g Iw 0-,11.1- i7i8 Vi w a:: '01 :;; . Ci ...~ to u~ ~ a~ ~~ ~o N CO< - ~ ~ 2005 RLK-Kuusisto, L 10. SITE AMENITY NOTES ALL SITE AMENITY CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY DF COLUMBIA HEIGHT ST ADNARDS. REFER TO SHEETS L1.D-Ll.4 FOR LDCATlONS OF AMENITIES. REFER TO SHEETS Ll.8 & Ll.9 FOR'DETAILED AMENITY LOCATION INFORMATION. Huset Park Monument Pergola Over Walkway Concrete Walk Mailbox Pion View Side Elevotion Mailbox Mailbox with Pergola and Seating Area Street Curb Plan View Street Curb Concrete Walk Mailbox Concrete Walk Bench Two Tiered Pergola Pergola Mailbox Side Elevation Front Elevation Plan View Side Elevation Mailbox with Pergola ~ i ~ ! If Plan View' I.a SCALE: 1:5 Street Curb . ',: Side Elevoiion Concrete Walk Pergola Mailbox Side .Elevation Front Elevotion. Front Elevotion Front Elevation SCALE: 1:5 7' Stone or Brick Pillar 6' Steel Picket Fence 6' Steel Picket Fence 'Front Elevation ~" . ~'" ,'... ""~,,.-._...~. . , :~ .' - '..:- ;~-- -, - - " > - '.:',' :NORTII ~ 1.. TYPICAL ENTRANCE MONUMENT PLANTING DETAIL TYPICAL 7' STONE PilLAR USE THIS PLANTING DETIAL FOR: DETAIL AREA 8 FOR USE WITH 6' STEEL FENCE ALONG DETAIL AREA 9 DETAIL AREA, 16 DETAIL AREA, 18 SITE AMENITY DETAILS PROVIDED BYRYLAND HOMES UNIVERSITY AVENUE.' Coli 48 Hours before digging GOPHER STATE ONE CALL o .1 SCALE . 8 TYrin cni"" Area 651-454-0002 MN. Toll Free 1-800-252-1166 IN I ~~~~ ~~g ~ ~i~i ~~~ IQ .;"'~~ gg-; ~ Q~:E ~ ~g! -= ::II: .. ;: .9~c. ~:= ;i:r..iIi :i o ~ . :ii (~~)l E ~o. .D-:5 ~~~ o~ , iih :511-*~ ~:B; .! ~' E::~ 1J ~ !~~~ l:~~ ~ ....; E D C <Xl "' .. ;; d z u ::; ~ ~ S 0: 0 0 0 0 ~ z ~ ~ 0 u ~ Ii III Z o in :> w 0:: _ _'. '" ~; .~z~ ~1j !:- " e ...- o.~ 'll m"" a. ~1tI g .--c IDe :i o o r..':J ~"'O ~ ~ ~~ ..c="8 ~~ .. ill. I- Z . w< VI :::!;::; ...J:::! Q.1Il <(<( ~g~~t:i ~W:iLLO ri:Gjy; I >- Q!i: f-: t;j~ NZ VI<(J:wW - ::::li=< VI:::!;' :c,z~ $<(.. w-;.....w 0::;il.1- -0 _ tf)<J VI W ~ 16 I . FEE.! ~a ...~ ~ ~~ ~~.. ~g.a~.. N - ~~ t{, . ~ :} ~' e- 2005 RLK-Kuusisto. lID. ~ . .! , ~ J . .'Ii ~ t { !~ :i ., I~" ill Z ~ ~ . 3:ml N ~ ~ i ill ~ Z ::> t r f"",'/. EXl;::T/N; roU.!JJM: o <( o a: ill ~ ~ o \1 ~ " ~~ ffi ( --.; V' ~ r BUILDING jM2 i I ~ ~ ~ ~~~rr~; -, dJ"dJ'\ II dlI II tM\ ~- ;:: ....,.. A7.. .....,.. ..-... '- ~1I~1I1:jj) J /i t ~U~~fl~ ~ ~ 1kct"u ~t -,-1,1, otI . t I~UILDr~~: : ~. ('---:~~~~~-t-- Iif" I ~ : 1 ; : ~ ~ ~t .. I 1 I BUIlD:'G_:.' i I - AI. l I ,6"4NrT I I .) .. ---rlWp;';';:~~r'" T,--- I '. I -. ~r-u 1J' ~ 3: N l~ ~; 12 -'-' .....,.. ~";0.". """ '-Y ....... r 11 H:r Bi J:Ji""'" b [C-- ~~., ~ I~' ~ )- : BUlujlNG '*' 1 ~ l> ~~~ ! -, ~1I@IIcM'\. ~-~f"7... .:::::. I~II'~Il~ iW r. 1- \, /"'0 ;J r ' , - ; CXlST1.'tC f t .:~~~~R:: --I ~:-:L~:: ' (1j '.. . C!it c In nl a I I I -:: ~U'W*",,#1q w ! 4UNfT I . cARRIAGE HDIiE 1--.l1lJ.-l ~~ ..-..."" ..--,."--""...--,. '--::1_ D ~~ ~ -::1_ ' ~ ~B~WI~~:~' -- ~ ; j ~7 UNIT i ~ ~! i' - r1Jy lIt '" II riYh [- ~ ;:.;;:;r ;:: ~::1_ ~1P1I1:;~III:;~Il~ I:fj) II \:fiJ II ~ , 8liiLD1N$ #11 ; : '7 UNIT : :~~ .. . ~ '>>. ! ___u ~ i \ 9 ----- ~ :) ----- F== = ----- ~ $--~ A .", ;_~:Jl ) I- ~ ~~~ "'<.... (!)r-J: ::n ~::1 ~ :: -~~ H:f ~ ~~-~ -,L.! ~ J~ ) _m_ ~ = _____ (() _ ) ~ ~ mh ~ D ~ ~ ~, ~ . , . . : _~ BUI~~~ #!'" ~ i : ~E~: fH . III rfh ~-=- !,~I()~- r---7---':L_-':L_+---~ I TWO;SiORY~~; ., , , , " t' : ,: ! l: J l:: r-.. "--"" '-'" I;: ~ iii; ~ ffl!0/(~ Ilr"r!/111 if (J) \\ - )111' . JIi I I~ /1. '~ //fl((!(f" ~ '<.Y ( _ A'J>. ~- <> '.Q9 0""""'" ~. ~. -~-t:t~ 1 ,,--~-- f ~'~~W~ ~ I tuj rrl-" I ill~ ~- , J:~~ -=~,~~~ I ~~-- 1:1:_ - ~, -~ -- - \..~- [ '{.,:,-''':1 .... ... II LIGHTING NOTES LIGHTING SHALL. MATCH THE CITY OF COLUMBIA HEIGHTS ST ANOAROS FOR INSTALLATION ANO TYPE. LUMINAIRE AND POLE ILLUSTRATION A r~ -'t\ Ji,\ --~~. !l \~, 'h" I, ~9) \, ::> ~ ~tO~~\ (I ;E'l ' i ;BUIWINGm: ; ')'; PI It t:: 84NlT l ; I >' ~ __l__w ~ ~~5!~~"]T.?~~ i _w_~___ ill. . 'l' ' ill . :1' ~ . ;;..w; w..:' ; :'::: ~ (~ ' dS6\ ' dS;h '(tih' rlS:h ~, \~ ~ ;", ,~::1_ ~p , ,<1Vh " <'tIP\ II <'tIP\ II rfi1\, ~ II M II dJ\, ~ D \.. ,,_.....,.. '<.JY '<.JY........ '-~ "--"" '<.Y "-JV .....,.. ~ , ~~>-~ ..\';~W~-~\I~---~-----~ ~_U " ' '~ j2)\ - )~~~~~~ ~ } ~ ~ ~~~~~ q~ ~~~= ~ ) ~ ~ ~~~~~ ~ , \ \ r- ~~ 8 - -.;.,,~= (A-II"ll=:: -~J= (A-~l:J; ~ '~..~(~~.. ~ ~~ \. \ '- ~ -~~I ~ J ~ ~~~i-ES~~ !~i ~ ) \: ~ PI-- V ~, \ \, ~ ~, ~'~~~ e----:'. = ,~---~- ----~ ~ ~ ~ ---~- ~ ~' 'o.w \ .. ~ L..----.te D = mn ;=ti --- ~) = ----- _," ~~ ~ ~Z ~ {(= ~ Ir nn_ ~ hC ?t __m Jh ---- v.. A ----E - - - - - .. .. . . ~ ::1_ t".. "-'" '<.Y I..:;a.r '<.Y "-.Y ''--,-."'-Y "--"" '--:-'."-Y v..:Y _ ' "-'Y ~~ "" .r-.. ~ A'o -r-.. ~- ...--,....--,. f'>. "":(!!:,. "'" ~A7.. ~..<7. ^"" ^"" ~-~ A'>.. ~ ~-f'>. =~~ ~ ~-r D\ ifT1~r~~- ~ ,w -t-;c h (d>;l,E~~t ~-"~"'g ) \ ~~~r -~i-n,. .", ) \, J. ;L--~. LIGHT POLES TO BE LOCATED A MINIMUM 3.0' BEHIND BACK OF. CURB. UNLESS OTHERWISE NOTED. : PROVIDE LIGHT POLE BASE AND LUMINARE PER DETAIL. CONTRACTOR TO PLACE UNDERGROUND CONDUCTORS IN PVC CONDUIT. f----------- -.,..---- -- - --- PROVIDE MIN. ," PVC ole 110 AWe UNLESS OTHERWISE NOTED. CONTRACTOR TO TO SIZE CONDUCTORS AND PREPARE QRCUIT PLAN. CONTRACTOR TO PROVIDE PHOTO CELL. llMERS AND COMPLETE SYSTEM FOR OYmER TO AUTOMA llCALL Y OR MANUALLY CONTROL UGHT FUNCll0NS. CONTRACTOR SHALL SUBMIT SHOP ORA WING OF ELECTRICAL AND/OR L1GHllNG PLAN TO ENGINEER FOR APPROVAL ----==- r------ l______ ____=---------.-1 ~~\\~ ft'YU' \\1'1"'\ '11'1/ IIJ~"iJ .. )r?~ - ~~ ~~ ~~<( III -LO. HI IH J:Il : :BU~G~ I I c~rr~: i . ~ B~lLDlNq... r ~ :~~~! : .Q J:ti J:ti / V HOI.Cl'HnE _ LmllTYGAANVl.lEl~ .- GVU-IOOHf>.VOlT~.&!Hi" ~"'" W1'(F5I\9oCMlKH !i""DlA..I~FlUlEDSHAFTIIll.AO( trlll4ME'TERB4SE --- --- NEW PAR WAY", .-... 'if" - ) ~ V <- ) ~ ~ ) ~ ~ 7~ , ), ~(~ /bi ..~~ ~ , .,0., J '.i ~ =- ~-r~:'i;' : m : ...,! ljJ: ~ :~: lJ~(: rr:~,~;1td", D l~---'..L:""--:-!:~:L__..i.;'';'- ___~___:.;'-;'-.J.8Ult.bJtlG.1tz1:.__-'t L_.L. _u 1-'-7-:"-1 ~1___.L.!!Y~Qm. ___.111__':"-I..___~ __.""_--1 ;;____..L!ll:!~lpG~..:.---' I L__l_'"- r . - I 6UMT I: ~:: '8UNIT i' I : "j: ,'t., I a~NIT! 1.' I '.~ ~ i . S-UNJl: : J . I TWOJSl'DRY;:T~ I I...c-.... I; TWOSroR'frT~ : I -I ~ T'\'JQSTIlR'pOWl'fiOroE't_ :' i nvcf~T~ J ~ I l . .' f rVl ,J : " I - I I I: I ft -, I ,::.1 I . I I ~ . ~~ "--""@\ .6h '"",-.,' ..~ .rVl'~ . I fi D ~.'. '.. EX3nNG~. 'G.= - .Q.-/ { . "a x..JV ....~ . 38TH AVENUE Twin Cities AreG 651-454-0002 ColI 48 HllUI"s before cIiqg;"g'. GOPHER 5T A TE ONE CALL' 0 I "'N. Toll Free 1-800-252-1166 SCAl.E 1 y 60 IN ~ :i:izz ~2.E ~ ::r:;:r:::r:::a 130_0 n J;lj ml ~~:'~.s ~ '" .. o :;: -' g (~I)i ~ d z cj :J ~ l'! << '" :'i ~ g; '" '" @ c c z I i 0 u ~ ~ u ...... . . . . . . . . ...... . ...... . ... -... ... -... ...... . -. -.... ...... . .... -.. . . . . . . . -. -.... ..... -. ...... . ...... . ...... . . - . . . . . ...... . ...... - ...... . ... -... ...... . ...... . . -.. -.. ...... . ...... . . . . ~ . . . ...... . ...... . ...... . ...... . . -..... ...... . ...... . ...... . .. -.... ...... . ~Ill'llll ~Illl ! II ,... -. -- ... rw~ 'O~IIJ 3jz IDoC2 .:- tl c.- D-" To m" a. 51:!! ~ :Ii'" c 'j Q o rJ'.J t-l"O ~; ~,J:::l ,.du ~.~ .. liii I- Z Z -=( ~ ...J ~...JQ.. w-=( :lCOZZZ a::~ G:O <>. i= Q..':!:II!? 1<- I-CliSNg 'l;f~ w...J ~o(Ulc:> ::I:~<z ~::I:i= 96 Q..::I: (/)U <.:> llt ::i 120 , ...-..~ g t:i -: ~ ~';;) ~_ alOo.......... ........J lfg ('II N ~ FEET I' I' e 2005 RlK-Kuusisto. LTD. GENERAL NOTES LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY, CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET OUANTITIES OF LANDSCAPE UNITS. USE LARGER UNIT SIZES, OR VAfr( THE SPECIECIES ACCORDING TO AVALlBILITY AT THE TIME OF PLANTING PER THE LANDSCAPE ARCHITECTS WRITTEN APPROVAL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE. WHETHER SHOWN ON THE DRAWING OR NOT. THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY OUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. BB TREES AND SHRUBS ARE BALLED AND BURLAPED. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REOUESTED OF THE CITY AND LANDSCAPE ARCHITECT BY THE LANDSCAPE, CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR OUOTATlON. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. CONTRACTOR IS RESPONSIBLE FOR ON-GOING t.lAJNTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE A WRITTEN REOUEST TO THE LANDSCAPE ARCHITECT FOR THE OWNER ACCEPTANCE INSPECTION. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ALL TREES ADJCENT TO HYDRANTS REOUIRE AT LEAST A g'-O" SEPORATlON FROM STEM TO TOP NUT OF HYDRANT. DECIDUOUS TREE NQIES; IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. REMOVE AT LEAST HALF OF THE WIRE, TWINE. AND BURLAP FROM B&B PLANTS. ROOT COLLAR TO BE LEVEL OR SLIGHTLY ABOVE FINISHED GRADE. ALL FOUNDATION PLANTING BEDS TO RECIEVE 4" RYC COMMERCIAL GRADE EDGER AND 4" OF WASHED RIVER ROCK MULCH OVER 6 Mil BLACK POLY LANDSCAPE FABRIC. ~ I , I DOUBLE STRAND 14 GA. WIRE - 3' 0 12lT INTERVALS (TYP.) 16" POLYPROPYlENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH FLAGGING ~ ONE PER WIRE RooTBALl TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED HARDWOOD PLANTING SOIL - SEE SPEC. TOPSOil SUBGRADE 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD . J !f i~ ;1 DOJ PLANTING SPECIFICATIONS PLANTiNG BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE'TiLLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. BACKFILLjTOP SOIL: USE TOP SOIL EXCAVATED FROM SITE AND PLANTING HOLES AND PROVIDE AMENDMENTS TO MEET MNDOT TOP SOIL SPECIFICATIONS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE. MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH SITE PLANTING BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL FOUNDATION PLANTING BEDS TO RECIEVE 4" RYC COMMERCIAL GRADE EDGER AND 4" OF WASHED RIVER ROCK MULCH OVER 6 Mil BLACK POLY LANDSCAPE FABRIC. SITE PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK., TREE STAKING: IT SHALL BE THE CONTRACTOR'S OPTiOn TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO t.lAJNTAlN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM. SOIL OR WIND CONDITIONS. ARE A PROBLEM. AT THE END OF PLANT GUARANTEE PERIOD CONTRACTOR SHALL REMOVE STAKING. IF INSTALLED. PROIOR TO OWNER ACCEPTANCE. TREE WRAPPING: WRAPPING MATERIAL SHALL BE OUALITY. HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO NOVEMBER 15 AND REMOVE ALL WRAPPING AFTER APRIL 1. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN OUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. EDGING: EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING WITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA. CONIFEROUS TREE NOTES: CONIFER TREES TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER. THE CONTRACTOR IS RESPONSIBLE FOR t.lAJNTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. REMOVE AT LEAST HALF OF THE WIRE. TWINE. AND BURLAP FROM B&B PLANTS. ROOT COLLAR TO BE LEVEL OR SLIGHTLY ABOVE FINISHED GRADE. 1Il W De ~ DOUBLE STRAND 14 GA. WIRE. 3' 0 12lT INTERVALS (TYP.) 16" POLYPROPYlENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) 8' -0" STEEL STAKE IlL FLAGGING -ONE PER WIRE ROOTBALl TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED HARDWOOD . ""'" '''''''' OJ'....'" PLANTING SOIL - SEE SPEC. TOPSOIL SUBGRADt 2" X 2" X 24" WOOD STAKE SET, AT t\NGl.E ,SOD PLANTING NOTES NO. PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ' ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE 'ARCHITECT PRIOR TO ANY AND ALL DIGGING. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS. OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT. SURVIVAL. OR GUARANTEE. THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE CITY AND LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. WHERE TURF AREAS ABUT PAVED SURFACES, FINISHED GRADE OF TURF AREAS SHALL BE HELD I" BELOW SURFACE ELEVATION OF TRAIL. SLAB, CURB. ETC. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES. THE SOD SHALL BE STAKED TO THE GROUND. SOD ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SEED. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. FOUNDATION PLANTING BEDS TO RECIEVE 4" RYC COMMERCIAL GRADE EDGER AND 4" OF WASHED RIVER ROCK MULCH. IRRIGATION NOTES LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERlY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBilITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHAlL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATIDN SCHEDULE APPROPRIATE TO THE PRDJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. SHRUB NOTES; HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.} SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. REMOVE AT LEAST HALF OF THE WIRE, TWINE, AND BURLAP FROM B&B PLANTS. ROOT COLLAR TO BE LEVEL OR SLIGHTLY ABOVE FINISHED GRADE. AU FOUNDATION PLANTING BEDS TO RECIEVE 4- RYC COMMERCIAL GRADt EDGER AND 4." OF WASHED RIVER ROCK MULCH OVER 6 MIL BLACK POLY LANDSCAPE FABRIC. 15" MIN. SHRUBS TO SIT ON.SUBGRADE MULCH - 4" DEEP SHREDDED HARDWOOD (UNLESS NOTED OTHERWISE) LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL ~ SEE SPEC 4" PN.C. EDGING REFER TO PLAN FOR GROUND , COVER . SUBGRADE CENTERING. OF. SHRUB IN BED TO TAKE PRECEDENCE OVER . DIMENSion FROM EDGE. ~ ~~~~ E~! : l~lj m ; g:= c fDoo~ :i ~ jj (~pi ~ E ~.. .a-5, ~~i ~~, itb =-i~~ l:~; .! ~ €~:~ tj ~ ~i~! 1 :~: ~ _ E 0_ 0 d z u OJ ~ ~ g; 11: C ~ D D i z I ~ D 0 ~ ~ 0 ~! ill I! ~1I1111 '" rwi ~ZIQ ~1j 1- Ii c.- o-"'ll ...... d 51:!! ! :!).. co :i t:l o r.n t-('O ~; E-8 ~2Z .. .1Ii .... z ~Ul ~O...J...J 11.... <- ~o~z~ o::~ i'Lw ~>'IO ~w I- is Nil. . W...Jbj '< lJI<I:wU =>....-< (/IV) rze <0 . ~ J:?i.... 90 ...J (/10 W 0:: .. N"'~ ~ :;;"'"': UN_:;' ~:J ~g ~ N - .~_.__..__._~ .... _..._.--~~----'-'-~"-'--- .._--.,-------,....--_.~-----_.._._._~._--_._--~-------_._-----,---..-.--'--" DRAWING INDEX CO.O MAIN TITLE SHEET C1.0 TOPOGRAPHIC SURVEY TITLE SHEET C1.1 TOPOGRAPHIC SURVEY C1.2 TOPOGRAPHIC SURVEY C1.3 TOPOGRAPHIC SURVEY C1.4 TOPOGRAPHIC SURVEY C2.0 EROSION CONTROL PLAN - PHASE 1 C2.1 EROSION CONTROL PLAN - PHASE 2 C2.2 STORM WATER POLLUTION PREVENTION PLAN C2.3 STORM WATER POLLUTION PREVENTION PLAN C2.4 STORM WATER POLLUTION PREVENTION PLAN C3.0 DEMOLITION PLAN TITLE SHEET C3.1 DEMOLITION PLAN C3.2 DEMOLITION PLAN C3.3 DEMOLITION PLAN C3.4 DEMOLITION PLAN C4.0 GRADING & DRAINAGE PLAN TITLE SHEET C4.1 GRADING & DRAINAGE PLAN C4.2 GRADING & DRAINAGE PLAN C4.3 GRADING & DRAINAGE PLAN C4.4 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN TITLE SHEET C5.1 UTILlTYPLAN C5.2 UTILITY PLAN C5.3 UTILITY PLAN C5.4 UTILITY PLAN C5.5 UTILITY SEWER TABLES C5.6 - C5.23 PHASE 1 PLAN AND PROFILES C5.24 - C5.26 PHASE 1 PROFILES C5.27 - C5.48 PHASE 2 PLAN AND PROFILES C5.49 - C5.51 PHASE 2 PROFILES C6.0 SLEEVING & SMALL UTILITY TRENCH PLAN - PHASE 1 C6.1 SLEEVING & SMALL UTILITY TRENCH PLAN - PHASE 2 C7.0 GEOMETRIC & PAVING PLAN TITLE SHEET C7.1 GEOMETRIC & PAVING PLAN C7.2 GEOMETRIC & PAVING PU\N C7.3 GEOMETRIC & PAVING PLAN C7.4 GEOMETRIC & PAVING PLAN C7.5 TYPICAL SECTIONS C8.0 SIGNAGE & STRIPING PLAN TITLE SHEET C8.1 SIGNAGE & STRIPING PLAN C8.2 SIGNAGE & STRIPING PLAN C8.3 SIGNAGE & STRIPING PLAN CB.4 SIGNAGE & STRIPING PLAN C9.0 CIVIL DETAILS C9.1 CIVIL DETAILS C9.2 CIVIL DETAILS C9.3 CIVIL DETAILS C9.4 CIVIL DETAILS HUSET PARK COLUMBIA HEIGHTS, MN 1. The contract documents consist 01 the agreement, the conditions 01 the contract (general, supplementary and other conditions), the drawings, the specifications, all addenda issued prior to- and all m~difications issued after execution of the agreement. These lorm the contract and are all as lully a part 01 the P LA N SET IN C LU 0 ESP H AS E. 2 0 N LV. contrdct, as if attached to the agreement 2. Do not scale drawings. 3. All parties 01 the contract are required to read the entire production set, which includes all specificat~ons. Any party with an incomplete production set is required to contact the Construction Manager to obtain the completing components. 4. If discrepancies occur between any drawings, the larger scale dl'awings will supersede. Notify 1he Construction Manager to confirm ,esolution. 5. If discrepancies occur between any architectural drawing elements and any consultant engineering plans, the interpretation directing the greater quantity of materials and costs and/or scope 01 work will govern. Notily the Construclion Manager to confirm resolution. 6~ Coordinate all work with utility companies, civil, landscape, architectural, structural, and electrical specifications, drawings and contractors. Notify Construction Manager immediately upon discovery 01 conflicting or missing inlormation lor proper and 1im&ly resolution. GENERAL NOTES AND INFORMATION 1 VICINITY MAP COLUMBIA HEIGHTS, MN HOT TO SCALE VICINITY MAP SITE VIEW PROJECT DIRECTORY DEVELOPER Schafer-Richardson 500 Banks Building 615 First Avenue NE Minneapolis, MN 55413 Contact: David Frank Phone: 612-371-3000 Fax: 612-359-5858 FOR-SALE HOUSING DEVELOPER Ryland Homes 7600 Executive Drive Eden Prairie, MN 55344 Contact: Brian Sullivan Phone: 952-229-6046 Fax: 952-229-6024 LANDSCAPE ARCHITECT RLK-Kuusisto, Ltd. 6110 Blue Circle Drive Suite 100 Minnetonka, MN 55343 Contact: Dave Patten Phone: 952-933-0972 Fax: 952-933-1153 SURVEYOR RLK-Kuusisto, Ltd. 6110 Blue Circle Drive Suite 1 00 Minnetonka, MN 55343 Contact: Kurt Kisch Phone: 952-933-0972 Fax.: 952-933-1153 CIVIL ENGINEER BKBM Engineers 5930 Brooklyn Boulevard Minneapolis, MN 55429 Contact: Tom Cesare Phone: 763-643-0420 Fax: 763-843.0421 GEOTECHNICAL ENGINEER GME Consultants, Inc. 14000 21 st Avenue North Minneapolis, MN 55447 Contact: Jay Brekke Phone: 763-559-1659 Fax: 763-559-0720 CIVIL ENGINEER-PARKWAY Short Elliott Hendrickson 3535 Vadnais Center Drive St. Paul, MN 55110 Contact: Sue Mason Phone: 651-490-2000 FIDC 651-490-2150 CITY OF COLUMBIA HEIGHTS-CITY ENGINEER Public Works 637 36th Ave NE Columbia Heights, MN 55421 Contact: Kevin Hansen Phone: 763-706-3700 NATURAL GAS UTILITY CenterPoint Energy P.O. Box 1165 . 700 West Linden Avenue Minneapolis. MN 55440 Contact: Cherie Monson Phone: 612-321-5435 ELECTRICAL UTILITY Xcel Energy 1518 Chestnut Avenue North Minneapolis, MN 55403 Contact: Mike Ronleldt Phone: 612-630-4167 TELEPHONE UTILITY Owest 2600 Wayzala BJlulevard #300 Minneapolis, MN 55405 Contact: Tom Frankfurth Phone: 612-381-5117 CABLE TV Corncast 1238 Grey Fox Road Arden Hills, MN 55112 Contact: Brad Greenwaldt Phone: 651-493-5307 !!it; ~ ;<jig 111 ~~~~ ~ s~~~ ' m S.5~-'~ zl!i2f111~ g ~"'<!i!-;2 g ~~~::> ....... ~~~~d:~ ~ ~~~~g . 0 l'i"1i5~~ ;] >-;;=mmz B' 1~!5 ~ _il1:li1l'1O ~ co 10 .,,<)1 5 ~re~ q ~ffi9C\j~ Sz~(!j.o c:::i:COc!,@ ~~f2~~ e &t:;,rn:B m m m c= g E B .. ~ l1J~a:~uJ 11111Il1I1111 " ::5",'1 ~Ili \.,;jj~ ~i3 CQ~ i! 'n i! J! r~ I ~~fi ~ lri It ~g ~ ~ ~II hJil ~=:i!!,;!;1I €l ~ o ;;;- ~ i'! <'i ~ ~ >- ~ w w ~ '" ~ ~ IJn 1\ ~ I I :I: ~ jjj ::J: < iii ::E ::> ....J o U :x:: a: < 0- I:i:i en ::> ::J: :;! F ~ " '" ~ ..... W W :I: en W ....J l- t:::: :z :;;: ::E ~ F ~ w w " '" SHEET NO. co.o 22 4 0> C :c N 21 EXrf;STING BUnnING 4 EXISTING BUILDING . ...... / ~/ 19 PIO # 35-3a~+t::31-0127 ,. / '~~,8 9 "58 '::; rC-eJ-' -124.74 \ f:) .~ \ <-{I.. 0 '1 '''-____'If'-/ 'ii,+'~"'. CI( "'. 69 / --0- blt~U"rrnnous surface -.!J.....,.. // WESlERL Y~lENSION OF THE NORTH lINE OF THE SOU1HE;[lL Y 12.5 FEET LOT)I' S R.E.-I96.BO '-.'_ "'~>-/ 1.E.N.=188.00 .......-E- 111 N l' ~ 30' 30 60 30 15 0 I SCALE .~ '}.o\. _LEGEND . .. IRON MONUMENT FOUND o '" IRON MONUMENT SET AND MARKED WITH UCENSE NO. 23968. o '" SANITARY SEWER MANHOLE -QM= HYDRANT 0,<= STORM SEVIER MANHOLE G.,..l2I '" CATCH BASIN H :: GATE VALVE 1[1 '" CABLE TELEVISION BOX t:f = ELECTJUCAl BOX EI '" ELECTRIC METER ~ '" ELECTRIC HAND HOLE ~ .,. ELECTRIC MANHOLE -e- '" ELECTRIC POWER POLE ~ ... GAS MElER ~ c ELECTRIC TRANSFORMER BOX c5f.t '" UGHT POLE @ '" CAST IRON MONUMENT I ::: JUDICIAL LANDMARK ~ '" FOUND PK NAIL '" S,4.N1TARY CLEAN OUT ~ ... AIR CQNDlTlONING UNIT l:... FLAG POLE 8> '" GUARD POST ':J:' ... MONI1'ERING WELL 6. '" HAND1CAPED PARKING ~ ... ROOF DRAIN "'-. " ... SOIL BORING q - ~GN ~I '" lEST HOLE ~ '" TRAFFIC SIGNAL 'If= ",u. i&l _ WATER POST INDICATOR VALVE ~ - WATER MANHOLE ~ _ WAlER CURB STOP <t;?... AUTO sPRINKLER ~ = 1Ei..EPHDNE BOX 1)H = lliEPHONE MANHOLE t> = FlARED END SECTION >--'" GUY WIRE SW"= FOUND sPIKE 1\ '}.O. ~19"'''--- (/ R.E.=1.00 0 ~ R.E.="~~H STMH.-( WESlERL Y EXlENSION OF THE ~. \ NORTH LINE OF THE SOUTH S 1/2 LOT 10 R.E...199.3 / / ~ \\' I.E.N~W.- B.B2 ~ (,~' I.E.E.- 8.67 .,-....V /> \>--~ ~______ 6 \0'-----/ 0'\"+ concrete surfoce :::JD.._..", J - . \>-- '\ - '.. <<:--- <v ' ~" \9bc~ /101.81 SHEET METAL BUILDING 101. 79. l.J :.., a 7 /.100.31 SHEET METAL 23.30/ \.q/l,~ +5815 AREA 362,458 sq. ft. 8.32 ocres 8 0'\S 00G ::o\\^ ~~ GO\; KEY PLAN :9: (~J-: ~TC~L~ S~E =T ~1.~ PART OF ORIGINAL BLOCK - - E ~~ ~~ !!~H ! co u; u'1' ~ ~gj~ q ID~v,...E ~ll)9~:f2 ~~~9@ >. -~~ E ti~gJCO:i! e 8.c~.c CD m CD c= g E 5 ..~ flJ~&~uJ 111111111111 I~~II ~~ cera n sO ::r n~ i "J ! li~ i n! :!Hli ~;Ui ~ ~~.! @ ~ ~ ~ ~ > > m m ~ ~ riln t- :c CJ W :c c( in :::2E ::> -' o Q ~ a: c( a.. I- W (f) ::> :c ~ " I >- W > a: ::> en Q :c D- c( a: CJ o D- O I- ~ " ~ 1~~~.1 I :-; 1 8 / x}1(- ()~ Cp\; 5.3 54 190.7' 2 ..;t f I- I S I g'}.9 w } +' Z./ ..../~:::J- NB/. '20'00" '--'-. 699 E: ", 72 8rr, , .80p '}.. ""-" 3 EXISTING BUILDING -.-1 4 0 0 0...- <( OJ W III => Z Ul 5 n:: . Z WO z=> - n::'" :2 8..;t~ 3bO 6 Ul--'Z I S89'S6'00"W , / 86.5 216.10 / - ,195.7 / -T--..?o.:S:s "',. 7 0 I- "110~:1 'r i-'I-~ /8 ! - 1.E.N.=18S.57 1.E.5.=185.67 I.E. W.= 185. 77 - - uJ .Z '::J - - PART OF ORIGINAL BLOCI< E R.E.=190.84 N 30 15 0 , SCALE 30 60 l' = 30' _LEGEND . ... IRON MONUMENT FOUND o .. IRON MONUUENT SET AND MARKED WITH UCENSE. NO. 239sa o .. SANITARY SEWER MANHOLE ~.. HYDRANT o .. STORM SEWER UANHOLE @cr~ .. CATCH BASIN 1><1 ... GAlE VALVE W .. CABLE TB..EVlSlON BOX E9 "" ELECTRICAL BOX E'I - ElEClRIC "m:R 1& "" ElECTRIC HAND HOLE ~ = ELECTRIC MI\NHOLE -e-.. ELECIRiC POWER POLE e '= GAS MElER 18I = ElECTRIC TRANSFORMER BOX d'6 '" UGHT POLE 8 '" CAST IRON MONUMENT I '" JUDlctAL LANDMARK "" FOUND PK NAIL = SANITARY ClEAN OUT ~ '" AIR CONDITIONING UNIT /l - FlAG POLE a. "" GUARD POST ~ "" MONlTERING WEll. 6.. '" HANDlCAPED PARKING '& '" ROOF DRAIN ,..., o = SOIL BORING lELEPHONE MANHOLE l> ... FLARED END SEC1l0N )--= GUY WIRE SWE= FOUND SPIKE KEY PLAN i.f i.f H~!! ' g ~ 0 " 0 i~ co ID ,,')I ~ ~re~ ~ J!!~<o;tT"'E 5U)9~~ m~~~@; ~ .-" E ~Jg~a112 e 8.t:..~.o m m me= ~.~~ ~~ ",::ED..LLUJ i'l f] if .1 i~l ~ ~{~ g I~ i 1 ~l! L -J~d m~ ~l H ~~.. @ ~ ~ ? i'! ~ ~ 1;j I i Z :i: n I ,,:; ~ :J: c;J W :J: < iii :i: :::> ..J o o >- w > a: :::> en o :J: 0.. < a: c;J o 0.. o I- ~ a: < 0.. I- W en :::> :J: ~ " ~ ~ ~ " ~ SHEET NO. C1.2 ~ ~ 3: C\I j '/!1> "'---.I J '~-;F" ill 1 w z W ::::> z W > <( ~ en a: w > Z ::J ! ~!'\ , //[1-" , ;(~f) ]1 \\\ ~\ ,\\ / ( n ""', . ~" ~-"'\ \1 \~' ,Y ., I.. 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" /," \ \ --"cl _c \ ,-r-- ~7$!, ~.~ I~ .,,,'if \/ 1 T \ ,);j "i:' ii;;",,., ,llr' \1 If; \Ik~ t,', \~: .//' j,"// ~>>'jW, ee. tn.. . .. ,.;,";. -;;p .n -I-- --' I ~ ~ ~ r Q GFE ~~~ ,-!o ',';if'u ~~- ~- . :'l 1 ~ rn\ ,; F, OJ , , I ASSREVlA TIONS 3unding Bench Murk Catcn BasIn Concrete E1evction Existing Fll1lshed floor E1e....atlon Invert Maximum Manhole Ulnfmum POlyvln)l Chloride Reinforced Concrete Pipe Reducer I BLDG B" C8 CONe ElEV EX ;FE 'NV "AX "" "IN PVC RCP RED PROPOSED PLAN SYMBOLS ROCK CONSTRUCTION ENTRANCE B612 CURB PER DETAIL ~ N PROPERTY LINE PROPOSED CONTOUR SPOT ELEVATION STORM SEWER --<IE>- ...<ED ) APPROXIMA TE DISTURBED AREA IS 23,70 ACRES 4) +,... l: )( . IJ CATCH BASIN/MANHOLE SILTATION FENCE CONSTRUCTION LIMITS RETAINING WALL 50 25 0 , SCALE 50 100 , l' = 50' EROSION CONTROL NOTES: 1. ALL EROSION CONlROL FAcrUTlES SHALL BE INSTALLED PRIOR TO ANY SITE OPERATIONS. THE CITY ENGINEER AND WA lERSHED DISTRICT MUST BE NOl1FlED UPON COMPLETION OF THE lNSTAll.A liON OF TIiE REQUIRED EROSION CONTROL FAClUTIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. ALL EROSION CONTROL MEASURES SHAll. BE INSPECTED BY THE CITY. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE-CONSTRUCllON GRADING MEETING ON-SflE 'MTH THE CITY ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUC110N, ALL EROSION CONTROL FAClUllES SHAlL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACIUTIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEfORE. DURING OR AFTER THE GRADING ACllVTllES. SHALL BE INSTAlLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. 3.. NO OEVIA liONS SHALL BE MADE FROM lHE ELEVA liONS SHOWN ON THE APPROVED GRADING PLAN. WlTHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUJRED BY THE !<APCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONlROL INSPECllON LOG. INSPECllON MUST BE !.IADE ONCE EVERY SEVEN DAYS AND 'Mll-IlN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION' RECORD MUST BE MADE AVAILABLE TO THE CITY AND WAlERSHED WITHIN 24 HOURS OF REQUEST. 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTAllON BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUlFLOW OR LATERAL CONVEYORS AND TO PREVENT EROSION ^ND SEDIMENTAllON 'MiEN RUNOFf FLOWS INTO THE CONVEYORS. 6. SITE ACCESS ROADS SHAll BE GRADED OR OTHERWISE PROTEClED Vi1m SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHAll.. BE SURFACED WITH CRUSHED ROCK YMERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHAll BE CLEANED CAlLY FROM PAVED ROADWAY SURFACES, DR MORE FREQUENTI.Y IF REQUESTED BY CITY OR WATERSHED. THROUGHOUT lHE DURAllON OF CONSTRUCllQN. a OUST CONTROl MEASURES SHAlL BE PERFORMED PERIODICALLY YMEN CONDmONs REQUIRE AND/OR AS DIRECTED BY lHE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHAlL BE USED AND MAINTAINED FOR THE DURAllON or SITE CONSlRUCllON. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCllON fiT THE ENO OF EACH DAY OR AS SOON AS AELD CONDlllONS All..OW ACCESS. 10. AlL CONSTRUCllON AREAS DISTURBED DURING CONSTRUCllON SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS YMICH HAVE BEEN FlNISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR milCH GRADING OR SITE BUILDING CONSTRUCTION OPERAllONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS A MAXIMUM OF 14 DAyS: A.. THE SEEDING CONTRACTOR MUST CONTACT THE CITY AND WATERSHED PRIOR TO APPUCAllON OF SEED AND MULCH. B. All.. SEEDED AREAS SHALL BE EITHER MULCHED AND DISC-ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND UMIT EROSION. TEMPORARY OR PERMANENT MULCH SHALL BE DISC-ANCHORED AND APPUED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN B01l: COVERAGE. C. IF mE GRADED AREA IS ANllOPATED TO BE RE-DISTURBED!DEVELOPED WITHIN SIX MONTHS. PROVTDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110B AT A RATE OF laD POUNDS PER ACRE. D. IF GRADED AREA WIll NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNOOT 190 AT A RATE OF 60 POUNDS PER ACRE. E. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVTVED A GO-DAY GROWING PERIOD. F, ALL AREAS mAT WILL WU BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEEO MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE. 11. YMENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON-SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON-srrE DETENllON BASINS SHAlL BE PROVIDED. 12, RUNOFF SHALl BE PREVENlED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVTDlNG mEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION. A SILT FENCE OR DOUBLE RING OF STAKED BALES BACKED BY SNOW FENCE SHALL BE INSTAlLED AND MAINTAINED AROUND All. CATCH BASINS UNllL THE AREA TRIBUTARY TO THE CATCH BASIN IS RESTORED. 1.3.. GRADING ACTIVlllES PROPOSED TO BE:%IN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF LAND lHAT THE CITY WIll ALLOW TO BE DISTURBED AT THIS liME OF YEAR v"LL BE SEVERELY UMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPUCAlION OF BOTH SEED AND MULCH. 14. F1L~...R 8l.AN1".ET AND RIPRA? SHALL BE JNSTAl.LI=U ON THE DOWNSTREAM SIDES OF ALL STORM SEYirn OUllETS. ALL RlPRAP SHALL BE DESIGNED AND INSTALlED WITH A FILTER MA1ERIAl MEEllNG THE MNDOT SPEClFICAlloNS FOR RIPRAP AND ALTER MATERIAL 15. EROSION CONTROL fACILITIES SHALL BE INSTALLED AND MAINTAINED AROUNO THE PERIMmR OF ALL LAKES, PONDS AND WETLANDS 'MTHIN OR ADJACENT TO THE AREA TO BE GRADED UNllL mE AREA tRIBUTARY TO THE LAKE, POND OR WETLAND IS RESTORED. 16. TO MINIMIZE EROSION, All 3: 1 SLOPES SHALL BE COVERED WITH MATERIAL APPROVED 8Y "THE an's ENGINEERING DIVISION AND WATERSHED DlSmICT. SUCH AS ABROUS BLANKETS OR STAKED SOD. 17. ALL SEDIMENTAllON OCCURRING IN STORM SEWERS. CITCHES. LAKES, PONDS ANO WETlANDS SHALL BE REMOVED PRIOR .rD. DURING OR AFlER COMPLETION OF GRADING ACllVlllES. 1a EROSION CONTROL ITEMS AND DE\I1CES SHOULD BE REMOVED ONLY AS DIRECTED BY THE CITY AND/OR WATERSHED. 19. IN AREAS OF CONCENmATEO FLOW, OR WHERE SLOPES EXCEED 3:1, SILT FENCE SHALL BE HEAVY DUTY. REFER DETAIL 5/C9.0 20. ANY SITE GRADING PRIOR TO FINAL PLAT APPROVAL WiLL REQUIRE A CITY OF COLUMBIA HEIGHTS EXCAVATION PERMIT. 21. PERMANENT TURF' RESTORATION IN PUBUC RIGHT-Of-WAY SHAlL BE SODDED WITH 4-INCHES TOPSOIL KEYED NOTES KEYED NOTES ARE DENOTED BY IHQI ON PLAN. OJ INSTALL SILT FENCE PER DETAIL 4jC9.0 [II INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL 1jC9.0. II} ~i~:''it INLET SEDIMENTATION PROTECTION PER DETAIL 2/C9.0 AND [IJ PERFORATED CMP RISER. SEE DETAIL 9/C9,2. KEY PLAN ~~ 0:([ ~ ! ~l f f 'i<;; ~ b a ~ l illS ~ ~ B<8~ "' lOt; i;'i ~~ ~ . ~~~t5 'J( co ~~~~ ~ ~ ~:~~ ~2 g ~~:~c-~~~ g ;;:1;;<5" g;~~ ~~~~g ~~e..c~ ~"'''mi3z fit-$. ~ ~n!l'~ '" ~ ~ ~ co LO E U'}J 0 ~~ @ ~ ~~vT-E 5lO9~~ ~~~~@ ~~f2Cb~ e8.cfJi3 CD m Qj c= ~.~~ ~~ ",::<n.u..UJ .>. g H ~[ 1 nt I ,~i ;; H~ i . ~~! ;; ~ .... .! -ls ~~ h~ Hh! @ '" ~ ~ I!! ~ ~ ~ ~ 10 ; ~ IJn ; Ilml :J: -==: (!) :I: jjj a.. :c <( CD :::2: ::> -I o o :::.r.:: a: <( a.. li:i CJ) ::> :c ~ i= I- ~ ~ Z <C -I a.. -I o a: I- :z: o o z o en o a: w ~ i= ~ SHEET NO. C2.1 A88REVIA llONS M Be:st Ollogemen ract co NPDES Nallonel Pollutant DIscharge Elimination S}IlItem g I- 0 lIll ~ i ~ g: 0 ~ NOTE: AN NPDES GENERAL STORMWA TER PERMIT FOR CONSTRUCTION ACTIVITY IS REQUIRED. THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, ANO SEND IN THE NPDES PERMIT APPLICATION. REFER TO THE SPECIRCA TION SECTION 02730 SEDIMENT ANO EROSION CONTROL THE PARTIALL '( COMPLETED PERMIT APPLICATION IS CONTAINED WITHIN THIS SPECIFICATION SECTION. "' lOt; ti g~ ~ ~;:~h5 a;S!2 ~ ~~;:5 >.~ 3'15i!li!1 ~ i~i~ -~ !<B;;~~ j:!;!:i:;!:::Z:. ~ 111 fi~~~g ~ thla~~ ? :>-~rn~z :' m~i5~~ ::!01illlfa ~ g g OWNER: AGENCY CONTACTS INSPECll0NS PROJECT NARRATIVE co "O~ !5 tamo ~ ~~~..E 5UJ9~J2 cg~~~@ ~~ffi'~~ e8.t::.fJ:5 rnmOi!:::.= ~.~2~~ lO~n...u..W CONTACTS BMP'S PROJECT NARRATIVE SCHAFER RICHARDSON 500 BANKS BUILDING 615 RRST AVENUE NORTH EAST MINNEAPOLIS, MINNESOTA 55413 PHONE: (612) 371-3000 FAX: (612) 359-5858 aMP lNSPF.:CTlON AND MAINTENANCE SELECTEO CONTRACTOR MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MINNESOTA 55155 PHONE: (651) 296-6300 EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOllOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABIUZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COpy OF" THE GRADING, AND WAlERSHED DATA &:: SWPPP PLANS AS VtELl.. AS 'THE lNSPECll0NS!MAlNlENANCE LOGS ARE TO 8E KEPT EITHER IN 1HE FJELD OFFICE. INSPECTOR'S VEHIClE OR CONTRACTOR'S VEHICLE. INSPECTION AND IdAINlENANCE RECORDS INClUDE: DAlE AND TIME OF INSPECTION NAME OF PERSON(S) CONDUCT1NG INSPEC11QNS ANDING OF INSPECT10NS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS DAlE ,&.NO AMOUNT OF RAINFAll. EVENTS GREAlER THAN 0.5 IN/24 HR "THE EXISTING SITE. IS A 23.3 ACRE INDUSTRiAl AREA. SEE MAP BElOW FOR LOCAllON IN COLUMBIA HEIGHTS, MINNESOTA. THE EXISTING SITE 15 MAINLY INDUSlRIAL eUlLOINGS AND PAVED PARKING LOTS. DURING AN OBSERVATIONAL \1SIT AND WITH AERIAl PHOTOGRAPHS IT WAS ESllMAlED THAT EXISTING CONDITIONS WERE APPRO)(IMAlEL'I" aO-85 PERCENT IMPERVIOUs.. PRIOR TO A SURVEY BEING COMPLETED, ONE HALF OF lHE SITE HAD BEEN RAZED AND OEMOUSHED. "THEREFORE STORM WATER RUNOFF TOTALS 'Mll. NOT BE PERfORMED fOR EXISTING CONDITIONS. THE PROPOSED SITE WILL CONSIST OF SINGLE STORY ROW HOMES AND TWO STORY TO'M>lHOMES. SEVERAL NEW ROADS AND Au.E'fWAYS 'MLL BE AlSO CONSTRUCTED. NEW IMPERVIOUS AREAS WILL MAKE UP APPROXIMATELY 66 PERCENT OF THE AREA. STORM WATER RUNOFF 'MLL mAVEl BY OVERLAND flOW AND WILL BE COLLECTED IN A NEW STORM SEWER SYSTEM._ STORM WAlER WILL BE CARRIED 'VIA THE SYSTEM TO 2 NEW DETENllON PONDS. ONE POND WILL BE LOCATED IN THE NE QUADRANT OF NEW HUSEr PARKWAY (39lH AVE.) AND 5lH SlREET AND A SMALLER POND LOCAlED IN mE NW QUADRANT OF 37TH AVE. III I :EUl ~m ~~ tQ[i SOILS -"~ H ~ 58 ~ ~. s.; ? , I'" ~ . ~~I . -i lli . i .i!~t ~ ~ "1 'L ~ ! ~ig >- >- !ihi '" '" ~ '" u w ...!'le'an r @ u CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES THE EXISTING SOILS ON THE SITE ARE PRII.lARIL Y SANOY LEAN CLAY (CL) WITH POCKETS OF POORLY GRADED SANDS. TIME AN AREA CAN REMAIN OPEN 'MiEN NOT ACTIVELY BEING WORKED: SLOPES SlEEPER TIfAN 3: 1 - 7 DAYS SLOPES 10:1 TO 3;1 - 14 DAYS SLOPES FlATIER lHAN 10:1 - 21 DAYS TEMPORARY PROTECTION OR PERMANENT COVER MUST BE ON: EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SlOPE 'MTHIN 200 fEET OF A : SURfACE WATER CURB -AND CUTTER CATCH BASIN ANY STOmA WATER CONVEYANCE SYSTEM ON SITE STORM WATER MANAGEMENT POND SIDE SlOPES PERMANENT DRAINAGE DITCH PROJECT VICINITY Q~:z I ~ I 0- I ~ II~ <!:J w w > ::c w a: <C 0- m z ~ Q :::> J- .....J :3 o -' (,) 0 0- a: W !;: :s:: ~ a: o J- CJ) ~ IX: <C a.. I- W en :::> ::c ~ F ~ u w ~ ~ F ~ FINAL STABAl17ATlON SEDIMENT ANO EROSION CONTROl MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HElGHT OF THE BMP, lHE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. If PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERl Y, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. REMOVE: SEDIMENT FROM SURFACE WATERS 'MTliIN 7 DAYS. ENSURE STOCKPIlED SOILS HAVE SEDIMENT CONlROL AND ARE PLACED AWAY FROM SURfACE WATERS. CONSTRUcnoN SITE VEHICLE EXIT lOCATIONS: AU. lRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTlY IF RECUlRED BY CITY OR WATERSHED. POLLUllQN _ PREVENTION MANAGEMENT MEASURES saUD WASTE DISPOSED PROPERLY': COMPlY'M1H MPCA REQUIREMENTS. HAZARDOUS WASTE STORED (SECONDARY CONTAINMENT, RESTRICTED ACCESS) AND DIsPOSED IN COMPUANCE 'MTH "'PCA REQUIREMENTS. EXTERNAl WASHING OF VEHICLES UMlTEO. RUNOFF CONTAINED AND WASlE PROPERLY DIsPOSED. NO ENGINE DEGREASlNG ALLOWED ON SITE. STABIUZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70::;' DENSITY) DRAINAGE DITCHES STABAUZED. All TEMPORARY SYNTHETIC AND STRUCTURAL 8MP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SHEET NO. 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I-LL (/)0 Z n::::J >-n: I o o I'- ro N v ;;:; '" ro lJJ <Xi U) NZ o w;::: ~~I a I 0;: (Lf- >-gj 0::<( <( ::;;;Lt... ::;;;0 ::Jo (/)0 Lt...I Lt...f- OW Z::;;; ::J(/) O::u 0::0:: wZ 1-1 <(0 5:<( ::;;;u 0::0 00:: f-o (/)>- .:s .q:Ui' ~u... ::;;2- @5~ li1~ n::O >-n: I o '" v ,...: N N oi :t "' i::> I'-~ '(/) ~b ::;;~ n:u... OLL 1-0 U1Z ~iE I N o "' "' to ui to I'- N >- >- ~~ ~~~ ~5: ~~~ 0..0::: <a..o: I--~ ~~~ ~~ ~~~ ::r:~ I-:C~ Fg ~f!:~ gjVl i35Vl Z If> C'oI W Ul <( II (L de 12~ at{ s~~fj~~~g ~12~~~~~:t ;;~~~~~~5 gIS~O~o~,l71 %~~Qj!:"";;~ ~~~~~~g~ <<0 tl:% ~~~~~c~~ ~tn .~g~015 ~~~8~~~~ ~. N o.."'<"'<~ I- tn-dFIng'i~S: ~ ~~~~i!i~e~ Ul <( W 0:: <( o W I Ul 0:: W I-i <(' ::;::' 8 W n: u '" '" .... m '" ~ '" '" v "' :;: 0 oi d d d N ,.; -' ;:: 12 ~ (/)(/) :::JW on: N 5U w ffi~ ~ '" '" .... r:: ~ N N (/) a.. t5 N d d d d .. <( -'"", I ""'u... (L I-n: O:::J w I-(/) f- Vi U1~ 0 :::JU1 W OW (/) >5 0 n:"", (L w~ ~ '" '" "' 0 '" 0 n.. '" 0 '" '" e- m ~w r.ti d d d .; 0:: -() (L -,"'" "",u... I-n: o:::J I-(/) ::;; ::;; ::;; "'" 0: 0: 0: W 0 0 0 >-~ >-~ >-~ n: VlO If> 0 VlO ""'n: Z Z Z W fEO fED ~ S~ ~ W(IJ ;< :J1l.. :J1l.. "'::;; ~ 00: 0", '<t On:: 0 <::::J Vl~ Vl~ Vl~ >- Zz g~ 0<<: 0<<: <( t;.;< t;.;< n: 0 '" ;< '" '" '" "' / i / \ \ N , ll!f}ll; i - . f\ I. "'" -...--,T----.--------L..---.--.---.--------.---.--~-..-.1 I \lC_\lG_U~_\Ill-~-lIll-OO-\Ill-Ull 1-+---=-:-1_1 J8TH tAlE NE 1- ~ 2- ~~..:::::::::::::_!1L-:==...q:_~IL=~___..llt...::_ ~ _ nr ____rII'__._._._.._ ~ ::-------- -"-- .:----- HUSET PARK COLUMBIA HEIGHTS, MN DEMOLITION PLAN PROPOSED PLAN SYMBOLS SAWCUT LINE (APPROX.) BITUMINOUS REMOVAL t2:;r;;r~,~~~ ~ CONCRETE REMOVAL ROCK CONSTRUC1l0N ENTRANCE ~~r~~~ c -t';}l}J OEMOU1l0N BY OTHERS PLAN SHEET MATCH LINES SILT FENCE SOIL BORINGS ~.~. ~ lE 581+ PROPERTY LINE DEMOLITION AND REMOVAL NOTES: ABBREVIATIONS i~8 . i l ~~~ !h d --l=~- z 0 ~il~; ~ j ~ ~ ~~S~!! ~ ~ ~~! BLOG BM CB CL CONC. CR4 C.S.A.H. OIP ELEV EX. FFE INV MAX MH MIN NO. RCP R.O.W. Building Bench Mark Cotch Bosin Center Line Concrete Sheet Number County State Aid Highway Ductile Iron Pipe Elevation Existing Finished Floor Ela.... Invert Maximum Manhole Minimum Number Reinforced Concrete PlpB Right-of-Way g "' i!i~ ~ gli] ~ ;;~Eli5 I'i~= *~~~ .:J ~51'l", ~ i~i~ -~ ~8;:~ ')- iE.~gB-:;:;"'--o....... on ~~~~g ~ ~~ti~t3 ~_ >-~g!~~ ~.. hl;5!o'" ",il!iilifi5 ~ ~ g ~ co 10 E ~~o ~ 5;~~T""E Sl!)9C\1~ Jl~~9.c@J c...::: to (!) ~gf@';i;E e8-t:.~:B rn ffi Qj I::::. = g E 5 .. ~ m~5:~ul t. PRIOR TO START OF OEMounON, All EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED AND INSPECTED BY THE CITY OF CaWMBIA HEIGHTS. All SILT FENCES SHALL BE INSTALlED AND INSPECTED PRIOR TO ANY CONSTRUCTION ACTIVITY. SILT FENCES SHALL BE INSTALLED ALONG THE CONTOUR. 2. IT IS THE CONTRACTOR'S RESPONSIBIUlY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHAll VERIFY THE LOCAllON, ELEVATION AND MARK ALL EXISTING UTlUllES 48 HOURS BEFORE CONSTRUCllON STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANlEE lHAT All THE UTILITIES ARE MAPPEO, OR IF MAPPEO, ARE SHO'hN CORREClLY. CONTACT GOPHER STATE ONE CALL AT 651-454-0002 FOR AELO LOCATlNG EXISTlNG UnUllES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSlRUCll0N. 3. THERE MAY BE MISCEL!.ANEOUS I1Et.lS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THESE PLANS. THE CONTRACTOR IS TO VISIT THE SITE AND REVIEW THE DOCUMENTS TO OBTAIN A CLEAR UNDERSTANDING OF THE INlENOEO SCOPE OF WORK. 4. PRIOR TO START OF CONSTRUCnON. DISCONNECT ALl GAS AND ELECmlC SERVICES. COORDINATE DISCONNECTION OF EACH UTILITY \','lH THE UTILITY OWNER. REMOVE ALL GAS MID ELEClRlC LINES. 5. BUILDING ABATEMENT WORK 'MLL BE PERFORMED BY OTHERS, COORDlNAlE BUILDING D[MOUllON WORK W1lH ABATEMENT CONTRACTOR. 6. ~Y UllUllES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTEClEO AT All l1MES. IIII jl:e:'j I Q:1ffil! ~~f CQ15 ,.~ li ., " ill ;;;. .~ ;. ., i~~ w 1 ~~ I '" =i. " . b~ "'II .E!'ll~ '" ~ !lHi '" ~ iLEi >- 1;; '" ~ tip ~ '" u R ~~'l;~ w '" x @J c u ~ I ~ I- C!:l W jjj w ::c :t: <C en CD w -I :::2: I- :::l i= -I 0 :z 0 :5 0.. ::.:::: :z: ex: 0 <C a.. i= I- ::3 w 0 CI) ::a: :::l W ::c C :;! w >= ~ >- F ; ~ x '" SHEET NO. C3.0 K 0- -,," -f7i fF .~ >- ~~ r: ;.;fJ( II{ ~ \v w ) I ~ EiJfflHffi fri~:fD'" II I( "p \\ ~ \\ II / Ij~{ ~~//////////..//////~ltr Wi, rv Jl"\C;- \ ...., 4Z~- \ :~ ~ ~. 1<11 '\~ ~ ;i ,:,g'" ,..,/ I ,~, 1 1 l \ ~~:~ "~ \ /,e' /" I, '-, ---__.J'' '~ 'jll - 'I - ,0 , I I ,', '." :: ' /),---1" , , I r.~ ;j ') J _,.,j \ \ I, \ ~:;( \ <,. / (' i ~\ " ",,- ,_ IWf)..t '!I I v/ '7-~'o-\ \ \, \ ~\ \" RE.~201." I II!IDI i.. ,',' .' :~~~', A - 7f,/..- .a I r:~< '~L_--R.!:.'99jf II \ \ '"SA .. 'E.N.W='90BOJ / , '\,?!!: fiIt'?:<"~~'.~.mj 11' v . ,I / /l----'-'-N.k\97.44 \ :.. " \, 'E.5E.='9070 / I I --;,;; :<ley' __,'..i'd. ".. ""., ";,.::,. ,..,'. U il n ~ /#' \'7:." 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""'''''' "" I'" \ I [Hl"\.- \;~\ -) J ...>, r REi.=19~.97 \, I,,' ...; :~.>.I:~;Vl.~}96._. ::~...~.;>::...~~_.:..- "'--;:(:: ,:",' ill tlt-J ~:,-g~--::r:: I \ ~ ,r,v -- --' ~., ~., -" ~<"" , ."' ~.,. t " 7\ ~ 4 II/I t\ \~ ~~-==--~ -- l A"' : .(..Y)<r-~,,~...~Ih!mi~~USo's~tf2~e~.F.."1'\\.L4'"1{-,(.I!(\ I~:.",-- --- r:c~ [!ID., ;m" "',,\~' :..:'~:~:'Irn" J v L_ \.~~~ 1'1\ ~\-:e~)'E '-.\95------- I , :>4:i:il!~;,x\,\If,,",'r.l\m'., ,""cqor~"',,'es::jm, - '\ ~<r::~"~1 '~' ~;~.~ ," 'x . ' ~12Y~TOR '---==-4 i Jf\',Iii '6- i ~'; ..,~-'I"''''-i.~s..-'~.~::>~~~ .yj \'~~t!f~.Js1\'~>'sANI*AR'Y';,[,' ',', ',~~:.:".,m;'~.'/f .If II ,,"" ~ 4l\ I 11\'<1'~ '1'.f75:>< -~, '. ~'----~ ~ .~I ~~e~t " >~ ',' '.>. '..~.'.<<'-:/:.;: ~:::~ ".,: '.:-: '@', - I~~~L ~~~'!-'<-'( 1 ",~ I \'\ ,'\ \ 'i.. ------------- 0'Y> .\ ( ~. ". . . :@'[;n::"-@"""""" i]1Cs. 1"-t~ '----, ~/>'" \\ ." \'1\ r\ 1,' '- ------ ----, ^ / ,,\ >. . ." 'J1 .. .' . 3' '" " '.. -,", -L!.I:;J;;. ~ V ~ V-' '-'i 1 \ i./ ~"9~ .........,,:., /\/~ )(" A' ~ ~ . ." .'~ 15 " ~ I /"7 " II I' 11'\ .....',..A~ () y - :1 ;x: ~ 198.5 2 ~ It_G,,:J \t'~-'l},'J\, R.E.~t9.1t :>;;. ;. rJ6'6;;~ m N ,100.:) ^J~O' \VL~r..:~.~ \ II A \~II il/l ;;, S~H#-i1~;;~0f,;:~ ~ ')(;> y>' , ~0/.>;> . ~~;\ . ~ 9.5~ ,I ~ ~ ~ 1.J'J.E~~1~;Oi9 [I]~ % 0 II 1 ~\"frl ~ ~~ 1 I. I 1\ \:' \, i, t~ T ,- ~~1 " X y y ">~;> ",>5 >< 5::;. . /' Y ..-' " -;\f- 6, f' 0 ~' - \V !b '~l ~ \ rn ~ ~ ~ ~ 19'161~/~40 2:/~Lq>'o ~ 'v ' , ~; ~: ~ 8 /87.88 /. ~I[~!g;8 ~: :LI 'VI )~11 ~------/ "- i(\r:: '\~r'I::-X~"'>, '> 0 ">, > - >~~ ~>" ;: '"" ."g [j] '~':::'.----;:::t~i~I:;r.:L~ I ~vjNlj,.:'.~ilii;~j_' ~\g , "':1 .:; 11Th] \ ( "> :><~' > [I] N> ." II, :1.. .......,..... \.,,' II AJ y y v ::: ~ . ~ A ri \~ 1 :. ,\ I[ ~ ~, ,'00 "v '< , /w," ." " v;:: ~ " .tel.a! \ / I ' '~ " j, '. J, ~'\ '\\' \ r) ~ ill SHEET METAL ~ ~ illSs:r0ID~:[ALill ~ :>< CJ R.E.~'93.34 11, -- ,,," . 1 ;'.1 ~ I \ t ;r, 57.70/ ~ 101.79 " :, ,\', 10 \ \\\L.tA~'" _:L ',.' ^vV ~/ ill ~ ~ ()< ^ · .. ' 'q . \ 1 /59.40'/. // ? /.100.31 ;'1" ~ \1 ~ ~ BUILDING ~~ ~ [I] SHEET METAL . I ~ ~ [I] [I]? en :'o~ ~ I @, I \ \ I + 101.82/ / 59.80//;' /.//~ ~ ~ I '.,2) ~j,llX; Y , · " [j] ~ >, ~~2 ;;,,,, i\'~ ~ .... ~1 \\1 r~ .M [j] "00'" [j] > B~:~::~G ,91 y' II ~I TIs \~[~ l\ll ~ SHEET METAL ~ II JI ill \\~~I~ ~\\ 1 BUILDING /,i Ii .'01 ITh] II \\~ I ill ill ;( ,j '. L ' ,l. c It.,g, "\'1: .' \. \ "*" ! 100.28/ II' .':".. Ii ,)1.) 'f. j.;: .. \ r ('%/1 CO II ;rid, ( ,,~ II ',. I~. m[\ ! ['l'''rti\ !~"h \ II \ 'i 'a ,.'!f-.!, :d \ I \ '> ~I "1..' j \ I' \ ,\\ " .'''.' I. I \ "~ ITIl I,I!ID . '..1'." \, \ i "." ~ ....;;.;.. \!,\ \\ ~}I.. """ I.... i \-r- !i ' 'A\\:.::'" +. III 't '\ It-:> :"1,.. .^O~: \1)' \. \" 11..1, i I IjIDM:(i\y' " 1..1 :.' J' I ljID"f;~1iID "" !i '.1.'.' 'I ":1jID \, " '. . I t 11;'1 ~J~,-,----..~\ i~ ,~. ".>"1 . -, i I ---'9- '\ "\ :,,~:, y 'vX .(,). 23. 70 ~ [I] R.E.=19J.67 I.E.N.=1B5.97 I.E.S.';'166.57 1.E.E.=lB5.97 I.E.W.=lBB.37 ill R.E....193.J5 I.E.E.=lB9.T5 > /' ....., / '" 0~ Y>.~ '59.80/// //h ~~ ~ ill ~~)<> . R.E.=T93.37 I.E.N.=1B5.57 I.E.S.=185.67 t.E.W.=185.77 N m !=' ;1 v SHEET METAL BUILDING ,;; ~. N''cR. @] ) ,),7 cr, .f- I I L ^ ^ ill )-' ~H rrnB=S-o-o-o-t l% ~>-< 7/ 1-21 '00 . 'v / m V to V h r,;: ^ 1--/ / N '" ~ '(J) N ill SHEET METAL BUl LDI NG IT! ill '~'}B,.'.:-) :....'m~~:: . I. :'~:~~>~l, /: /> [I] .I.: ^^ R.E.=193.37 .9 ~ Cy --~ //,)< /: 1--:--1-- MATCHLlNE - SEE SHEET C3.2 - 'v, -- -- 1.- ...~ x ..- ~". '::'-~ ~/. ~<": . ':E".'" ><<...~; ,~,~...... ,. ,',><:;<:~ x v 'd::> '>~ .Iv y ~ :/ '-,7 ,?'y'Y ~'5.9 N N YXJ~ ~J ) y R.E.=T9Q,B4- ~ ~. N 4 -0.. I 30' 15' 0 , SCALE 30' 60' , l' ~ 30' KEYED NOTES KE'I'ED NOlES ARE DENOlED BY IHQJ ON PLAN. IT] gg~&~~: JO v.1B~ ~~ib~ ~~~~~~~'. cg~~~C~R~ONSTRUC110N. ill ~g~~TC:~~~E~DEWALK TO EXTENTS SHOWN. TERMJNAlE AT II] ~~~i1R~~~~~. CURB AND GUffiR TO UMITS SHOVlN. TERMINATE m REMOVE CONCRETE PAVING TO EXTENTS SHOvm BY HATCH PATIERN. ~ ~~~Tp~~:~OVE BllUMINOUS PA\'1NG TO EXTENTS SHOWN BY [I] REMOVE RETAINING WAll IN ITS ENl1RETY. IT] ~~pi:T~~ ~t~E~~C~~~~~tA~l1:~E ~~~~. [[l ~~Id~:~~~LEc~~~~~~NTg~E~~~WGm~ONTACT DEVELOPER III ~~~~ ~gHJt~~VA~~TACT DEVELOPER AS TO WHElHER UGHT llID ~g~~AL O;:;~lft7ftADc6..?~y Up~TOR CT~O:~~~U~~~OCAL ITIl R~OVE EXISTING RAILROAD TRACK. Iffi REMOVE CONCRETE lOADING RAMP. 1m ROCK CONSTRUC110N ENTRANCE PER DETAIL 1/C9.0 IHl REMOVE FENCE IN ITS ENl1RETY. l!ID INSTAll. SILT FENCE PER DETAIL 4/C9.O. l!ID ~~~~A~~ 8~~tt;JD~U~~~ ~T~L~~B~r:~~~:~~~DS AND SPECIFlCA110NS WHEN ABANDONING STORM SEWER. 1m ::if6~~~~ ~~~~~c;,~ IS TO REMAIN. PROTECT Yal. AT ALL [lID ~~~gA~g~I~~N~p~NtR~N TgJ~R~~r:gF RH~~~ ~l~os ANO REGULATIONS. ... ~ :;! i '" ri g i " ..; R. I.E. I.E. I.E. I Ii ( KEY PLAN ~~~ / r 'f.~:r~9 ;;: l i ~ f! ~ ~ :0; II ~~ g >- " w ~ . ~~ ~I "'~ " 5>- i;! i5'~ i!1 ' 5l;!il:.;J h~~''''' ~:~i5 ~ g c..""<ffi '"s- ~~~~~ g ~~~~ ~~~~g tl"1i5"l:j >-:.;~a;z ~15~!;S =~~g:~ ~ ~ ~ ~ co .,.,~ E y , 0 ~~@ ~ ~~.q-..-E :J1.09C\1:i! ~z~g.a ~~co",@l ~~~~E Q8.c~:5 OJg}ait::..= ~ E 5 ..~ :tl~5:~uJ 111/11111111 I~mll ~~ CQili "1 I; Ji1 ~~ .. ii'" , ~J!I ... ,~! ~ .n ] j~ 8 -; -j! ~ illi ~~JH ....:1 ~..h @ ~ o ;;;- ~ \1 o ~ ~ >- >- '" '" ~ '" ~ ~ :z :2: ~ :J: (!) jjj :J: <( OJ :2: ::::> -I o (.) :z <( ....J a.. :z o i= ::::i o :::2: w c :::c:: a: ct I- W CI) ::::> :J: ~ F >- u "J if ~ F ~ SHEET NO. C3.1 ii: \' ' !1 II \ ~ i ~ i' 1 ~ 'I I, 11 II ji !t ' Il~:;;':. ~) !i ii Ii ii ,j a ! ~ ~ ~ ~! 1 ~ !i ;'ll.... 'R\r' qr . ,'~CIl, ::,.~1 ",.c' BUILDING 'fi~q . MI~ \~~ \~~I': C \j ;~.. , :'1: eX, 9 IN o SHEET METAL BUILDING SHEET METAL BUILDING MATCHLlNE - SEE SHEET C3.1 _i_l_i - - - - iWl' i! I. .~ If ,- il Ii II l~ !I if II f II, \" II h ri I' i~ II II i! II II Ii IQ5lOR I, ;':, .', J .' .A:: I c.,tJ , I J d<l OJ ~ OJ <1_.... 290.23/ -- % ---- . . ..'?i'"" 1iliJ, II I' wl "!~"" ~~~ cncqlp 3~ li~ lfWl l~ n I' i' l~ i! ii it ': I ll'l)': I, ! ~ if -...... il -Jl i' ,I I! Ii h " , if I. ~ ~ II I' " 'i h I, I' il \ I !! (,,1 Ii ", ?,- I 'l,ijID ~ ; ~ ; Ii Ii i' ,I i' ~ ~ it U : ~ 1.04 89.99 89.99 . . . .. . . .' ---------------.--.-.-- -"'-- -..---------,-----.---.-..... -..-- -. ."-.---.-------.-------- N 30' 15' 0 , SCALE 30' 60' l' = 30' KEYED NOTES KEYED NOTES ARE DENOlED BY ffiQ] ON PLAN. OJ ~g~:~~TlrgN8go~~~'1fE ~~U~UIL:J~t~O~w~~~~~~~R:O [I] ~~~~c~g~~ElE SIDEWALK NOT REMOval BY HUSET PARKWAY m REMOVE CONCRETE CURB AND GUTTER TO NEAREST JOINT, !IJ REMOVE CONCRETE PA\IING TO EXTENTS SI-lOYm. [[] REMOVE BlltlMINOUS PAVING TO EXTENlS SHOWN. II] REMOVE RETAINING WALL IN ITS ENTlRETY. III ~t.l~'1m~~A~~~ ~~C.;~JR:EI~~V~:ETY. CONTACT O~ER AS [[] ~~~ :ST~rg-' ~~&LEC~~~~~NT~lS8rS~~mED~ONTACT [II ~~~~S~L~~~~ST. CONTACT O'M'JER.AS TO WHElHER UGHT POST IS [!Q] ~g~~LOt~~t7#DC6S~y Up~TDR %O~:~iiU~~N~OCAL IT!] ~:~VE A~AN,.g-~~AE~H~~i~~~~E': ~~ s~~~:m: CONTACT [gJ ~OC~TY Bo~Ng~~~:f~E1~H~~~~~~:Th1~TR or~~ITH FOllOW STANDARDS AND REGULATlONS fOR REMOVAL OF WATERMAlNS. [lli ~:~.WA~~~~~ ~~ ~ e~I~:~~~N:l1~~~~~~~MI~~~ INSTAUED. FOLLOW ALL CITY OF COLUMBIA H8GHlS I\ND DEPI\RTMENT OF HEALTH STANDARDS AND RECULATlONS. [ill ~tsm~~~TN~~~~~~sc~g~. TO BE DISl1JRBED. PROTECT AT ALL OID ~c;'M~D~~~N~OJo~~JGc~g~iIRBED. PROJECT CATCH BASIN AT ~ REMOVE EXISllNG RAILROAD TRACK [ill REMOVE FENCE IN ITS ENTlRETY. [lID ~~~ 8F6~~~wS~~T~ir 5J~oM~~I~~E1~~~T~~~A~~JT~No SPEClFlCATlONS. COORDINATE 'MTH PARKWAY CONmACTOR_ [!ID ROCK CONS1RUC110N ENTRANCE PER DETAIL t/c9.a. ~ INSTAlL SILT FENCE PER DETAIL 4jC9.a. ~ ~oc'fTYF1~i ~o~u~l ~~~HG~~T~~~~b~ l);lN~R :::~~~=no~~LLOW REGARDING ABANONDMENT OF WAlER SERVICES. ~ REMOVE CATCH BASIN AND BULKHEAD 3D-FEET FROM PROPERTY UNE. 1MI ~M~f6~~~~ ~~~~~NC;~ IS TO REMAIN. PROTECT WELL AT ALL [EI ~g:;A~g~I~~N~p~;N~R~N TgE~~R,:,~~gF ~~MA~~ ~~OS AND REGULA TloNs. KEY PLAN f~ ~ ~ ~~ f ~ g tllII IS ~ ~e~ ~ ~ll ~ l ~ ; ~~lil \i !! ~~~~~~ "' 5~ ~ iS~ ~ . 1\!;;liliS .~ @~el'1 ~ 515;::5_:; ~i5lli!(:" g ~w~ffi '';r- ,; ~~~~~ --' ~~~~ ~~~~g {j!2a;;;!!:J >-30l"1I~~Z E1.....5 Z ~S!g:= '" e ~ ;;. ~ ID <; '0'1' 5 ~g}~ q .!? ~ 'Q' T"" E 5109~:i! rg~~~@ ~~~~li ~ RCf2:5 Wmiric= ~.~~ M~ LO~a.LLW 1111 l~ Q1m ~~ CQ~ n 5] .. ., i~" 1 .{i ~ lE~ Ii ~l! ~ i~'"'~ ~ ' l~' :f,H ~ ~;!!iitl @ ~ o ;;;- ? ~ ~ ~ >- >- '" '" i' il ~ ~ z ::E crj I- ::t: (!) jjj ::t: <( ffi ::E :::> -' o u n ::.::: a: ~ tu en :::> ::t: :z :5 a.. :z o i= ::J o ::::?: w C :;! F .... u i :;! F .... w w on SHEET NO, C3,2 <OJ / , i \ 1-------------1 I . r;r' if ci'" 0'- c:l if <=J '" ::\ \ ~/ ~- )1 ~ I L~ I EXIS1lNG HOMES HUSET PARK ABBREVIATIONS ul ng 81.1 Bench Mark C8 Catch BosIn CONe Concrete E1.EV EJevallon EX Exlstlng FFE Flnlshod FlOOT Elevation GFE Garage Floor ElcvoUon IHV Invert MAX Maxlmum UH Manhole t.tIN Minimum PVC Palyvin)i Chloride RCP Reinforced Concrete Pipe RED Rl3ducGI" WG Top of Foclln Grode N APPROXIMA TE DISTURBED AREA IS 23.4 ACRES: PHASE 1 10.3 AC. PHASE 2 13.1 AC. PROPOSED PLAN SYMBOLS ROCK CONSTRUCTION ENTRANCE ~~%:31 , w-< PROPOSED CONTOUR --<IE>- SPOT ELEVATION ~ STORM SEWER )) CATCH 8ASIN!MANHOLE @. Iii SILTATION FENCE Ji SA WCUT LINE RETAINING WALL PLAN SHEET MATCH UNES- - GRADING HOLD DOWN TABLE 81TUMINOUS PAVEMENT 2" MN/DOT 2350 MY WEAR COARSE 2" MN/DOT 2350 MY NON WEAR COURSE 10" MN/DOT 3136 CLASS 5 AGGREGATE 8ASE CONCRETE SIDEWALK 4~ CONCRETE SLAB 6" MN/DDT 3149.28 GRANULAR SAND CUSHION GRADING N;JTES: 1. THE CONlRACTOR IS TO VISIT THE !:;1TE. REVIEW ALL CONSTRUCllON DOCUMENTS AND FIELD VERIFY THE EXlS11NG CONOITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WIll BE GIVEN FOR WORK lHAT COULD HAVE BEEN IDENTIFIED BY A S1lE 'VISIT OR CONSTRUClION DOCUMENT REVIEW. 2.. THE BACKGROUND INFORMAll0N WAS PREPARED BY RU< KUUSISTO (952) 933-0972. 3. IT IS lHE CONTRACTOR'S RESPONSlB1UTY TO ASCERTAIN "THE LOCAlION OF ALL EXISTING UllUlIES. lHE CONTRACTOR SHALL ~IFY "THE lOCAlION, ElEVATION AND MARK ALL EXISTlNG UTIUTlES 48 HOURS BEfORE CONSTRUCllON STARTS. lHE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE lHAT ALL THE unUlIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORREClLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISllNG UTlUTlES. CONTACT UTIUTY OYtNER IF DAMAGE OCCURS DUE TO CONSmUCTlON. 4. PROTECT ALL EXlSTlN~ STRUCTURES AND UTIUlIES WHICH ARE NOT SCHEDULED FOR REMOVAL 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVAllON WORK COMMENCES. lHE CONTRACTOR SHAlL OBTAIN ALL APPUCABLE PERl.lllS PRIOR TO START OF CONSTRUCTION. 6. AlL SPOT ElEVATIONS SHOWN AS 97.71, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 197.71. 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAl) UNLESS NOTED OTHERWISE. B. HANDICAP PARKING AREAS SHALL NOT HAVE stOPES IN ANY DIRECTION "THAT EXCEED 2%. 9. PROVIDE POSITIVE DRAINAGE FROM BUIlDINGS AT ALL TIMES. 10. UPON COMPLETION OF THE GRADING AND UTIUTY WORK, lHE DEVELOPER SHALL CERTIFY 1MAT ALL GRADING AND UTlUTY WORK WAS PERFORMED IN ACCORDANCE Yt11H "THE APPROVED GRADING AND UTlUTY PERMITS. AN AS-BUILT GRADING AND UTIUlY PLAN SHALL BE SUBMITlED TO lHE CITY FOR REVIEW AND DISlRIBUTlON. 11. PRIOR TO ISSUANCE OF BUILDING PERMITS, AlL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. "THE CITY AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABIUTY FOR BUILDING ACTIVITIES. IF THE PUBUC UTlUTIES HAVE NOT BEEN INSTAillD AT THIS POINT, IT MAY BE NECESSARY TO WllHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO AlLOW "THE CONTRACTOR AOEQUAl'ESPACE TO PERFORM THIS WORK. 12. ALL DEBRIS CREAlEO IN ruE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE AEMOIfaJ FROM THE SITE. THIS INCUJDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON lHE SITE. 13. AlL TOPSDlL SHAlL BE STRIPPED AND SALVAGED FOR RE-SPREADING ON ruE SHE. FOUR INCHES OF TOPSOIL - AF1ER COMPACTlON- SHAlL BE RE-SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. "THE TOPSOIL STRIPPING, STOCKPIUNG AND RE-SPREADlNG SHAll. BE DONE IN ACCORDANCE TO, AND NOlED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. 14. ALL GRADING OPERAllONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENlIALFOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALlEO TO PREVENT SEDIMENT FROM RUNNING Off aNID ADJACENT PROPERTIES. ANY DAMAGE 10 ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE PROPERTY OYlNER(S). 15. THE CONTRACTOR IS TO CONTACT lHE CllY OF COLUMBIA HEIGHTS FIRE MARSHAll. FOR lHE EXACT PLACEMENT OF FIRE LANES, YEll.OW-PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 16. IF CONSTRUC110N OF THE SITE WORK PROCEEDS lHROUGH THE WINTER MONTHS. ANY DISllJR8ED AREAS OUTSIDE lHE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABIUZED PRIOR TO MARCH 1, 2006 AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTAllED; AlL OlHER DISllJRBEO AREAS ARE TO BE OlSC-MULCHED. 17. -MMUTCO- REFERS TO THE -MINNESOTA MANUAL ON UNIFORM TRAmC CONTROL OEVlCES.- . 1 B. MODULAR BLOCK RETAINING WAlLS SHAlL BE DESIGNED AND CERTIFIED BY A UCEHSto PROFESSIONAL ENGINEER. DESIGN CAlCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUC110N OF WAlL RETAINING WALL NOTES: COLUMBIA HEIGHTS, MN 1. ALL TOP AND BOTTOM ElEVATIONS RESPECTIVELY CORRESPOND TO THE HIGH-GRADE AND LOW-GRADE ELEVAlIONS ON EACH SIDE OF THE WAlL 2. THE BOTTOM aEVA110N IS lHE ElEVATION OF THE LOW-GRADE SIDE OF' THE WALl. NOT lHE TOP ELEVATION OF' THE BURIED BLOCK COURSE. 3. AN B-INCH BLOCK HEIGHT IS ASSUMED FOR EACH COURSE. 4. All RETAINING WAlLS SHALL HAVE PROTEClIVE FENCING AT THE TOP 'NHERE THE VERTICAL HEIGHT EXCEEDS 48 INCHES. . s. MODULAR BLOCK RETAINING WAlL SHAlL BE DESIGNED AND CERTIFIED BY ^ UCENSED PROFESSIONAL ENGINEER. DESIGN CALCULAnONS AND SHOP DRAWINGS SHALL 8E SUBMITTED TO lHE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF' WALL GRADING & DRAINAGE PLAN ~~~ ~ H U:".~~ "iil~5i !QU~!!U ~~sg;~~ ~~ "' 5::; g ~~g~ tj!i~n5 ~~~~ ..\ z:iiE ~ ~.....<ffi '-. !!!~~~ ~ 3 ~S~~..:~ i''''i'fj- . ~ ~~~~g ~ tj~i5<~ .... >-~~~~ ~ ~15!E~~ ~ =!l!ii!lfi!< ::: ~ g ~ u~ ~' ~ g} ~ Co?: -5~gNE ci5z~rj:5 c:2lXld,@- ~.~M~ ~ ~'[~~:5 {IJm~C~ ~~E~~ 1.O :2: 0.. LL w: !=e I r ~m~ ~~ [Qffi "1 l~ 0 5~ il if ~ Ji I~ii ~ 1 _ i T !i 111 . · t '" ~ j l ~l"i ~ l E ilij1 ,.. ,.. m m hJ!! ~ II €l ~~ ~ W ..,. W ..... I~ :::i: ~ LLlI :J: ......I t- c:J i= iIi :J: ::z: <: :5 ffi Q.. :::i: w ::> (!J ....I <C 0 ::z: (,) :;: 0:: :::.::: C a: ad <: CJ c.. I- ::z: W Ci CI) <C ::> : a: :J: i (!J ~ :;! F 0- F 0 ~ i[i ~ r6i SHEET NO. C4.0 c- -e-.{ !\J-' ~~ f; ~ (i~ J l- i i ,:/< F;)(]STIJVG ~_~,,--__1- rl - \. ';' I / I BUILDING ;!' I 'I ' 'V I / i r )f' ,1_--; I ~/ i, \, -" \ \~\ / /' I,' !,I,!i 1 r /,., '///'//F/. ;1.11' / i L............. 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I I II Y II I f/ " -!! --.J IS ,f-!:!.i;(J en m ~.1 ,.1' ~~ _--= ....:____);,;1....::= oJ :1/ I I. 9~ .=t- ' ~~.~ ,= = ,.JlBll:iA\IiiliUE--,-,- ~'III) 'lb.-II ~,', -~ oc ,..--\:-~I::_ ..~-oc-oc-oc-oc--oc-oc-oc-oc l- . 1/ II R' \ = fj I _. fitVi/l~ ,I! . ~ ~,Io ,"""' - i,1 L .- WI J II I?"'" ~ v ~ .-. II 'jt:f!/ II I ~ mm:: G ! " \~~\ IQL=111 i ~ fl;1."!l1 ~ -= \\ ~" = 1-------v ~ I ~ \ \ \= ['! . lil ~ I ~ -~n---l 2- 4;~' ,\, L .11 I I \':l ,I v'-=-----L .- "-- ' Ji 4: ! ~ > 'II ~ l!iillr.J, II \\L~ \I~~. J Ohm "".. ;'~';.' ., I: r I "'~~ -., ,.. II" OJ :!::~ i i" ~ ~n~.. <;[ .. ~ .L I \ 1m!; .:j:- mi" . ~ !..... JI' .. i::'" . t J I H f""'; ..... il . w Ii r ~ mj: . ~ :u~ :1' ~ ~ ,I ?" - 1 ~ ~ I \ I.,--'~'" I I t ffi II I "''''''Fi_ I I ..\MlI.!'i.....1 I J ; '" ,-"', 'c 'c il- II ~ ! Ii ~I ~il "'I ~, ~l ~' l;'1 ;::S,r 'm: 1.1- ~nll ,/ Ii L----:::;:'/ ~ jl-l!i!i!~ / ! -=~~kll I i I \, '- III . I. . . . I. . I", WfI~ . I!Li:I "'f~ -'- ::~:'i: T~ I~ j" (' .-:- -= . e" ~ .... ..,.+ """ . " n ~';jJr~. u -~ . .~-~ if:. 1101 IU' II' HUSET PARK COLUMBIA HEIGHTS, MN UTILITY PLAN 11 c PROPOSEO PlAN SYMBOLS N STORM SEWER tJ -<;7- >) :il I I I I ~ @.. ... S,\NITARY SEWER WI>. lER PIPE REDUCER CA.TCH 8ASlN!MANHOLE FIRE H'tDRANT WA.TER VALVE RETAINING WAll PLAN SHEET MATCH. UNES_ x I~ UTILITY NOTES: 1. COORDINA1E SERVICE CONNECTION LOCA1l0NS AT THE BUILDING PRIOR TO CONSTRUCTION. NO AODlllONAl COMPENSATION WIll. BE ALLOYotD FOR UNCOORDINA.TED WORK. 2. PROJECT ALL EXISTING STRUCTURES AND UTlUTlES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEv.ER AND WA~ CROSSINGS SHAll. HAVE A MINIMUM VERllCAL SEPARATION OF 2 FEET AND HORIZONTAl. SEPARATION OF 10 FEET. FOLlOW All HEAl.lH DEPARTMENT STANDARDS. WATERMAlN IS TO BE DEFlECTED AROUND SEYtER TO ACHIEVE 2 FEET OF SEPARATION. 4. All WATER MAIN SHAlL BE DUCllLE IRON PIPE WITH DUCTILE IRON ATONGS. 5. All. WATER MAIN SHALL HAVE 7.5' OF COVER OVER TOP OF PIPE. 6. PROVIDE WAlER MAIN lHRUST BLOCKING PER DETAIL 10/C9.1. PRO\'1DE MECHANICAL JOINT RESTRA1NlS ON AlL BENDS, VALVES. lEES, PillGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHAlL BE SDR .35 UP TO 14 FEET OF COVER. SANITARY SE~ PIPING SHAll BE SOR 26 'M-m 14 FEET OF COVER OR GREATER. 8. REFER TO STORM SEWER TABLE FOR RcP ClASS. 9. ALl CONNECTIONS TO EXISTING MANt~OLES SHALL BE CORE-DRIlLED. 10, RIGID POL'(STYRENE INSULATION BOARD SHAlL BE INSTALlED ON ALL UTlUTY PIPE SlUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS mAN S-FEET Of COVER OVER THE TOP OF PIPE. 11. ALL SANITARY SEWER SERVICES SHALl BE SOR 26 OR SCHEDULE 40 Pvc. 12. -mE CONlRACTOR HAS 1HE OPTION OF INSTAWNG HOPE STORM SEWER PIPE FUR PIPES LESS lHAN OR. EQUAL TO 24-INCH DIAMETER, 13. ALL FlARED END SECTIONS ARE TO HAVE lRASH GUARDS, GEOTEXlIlE FABRIC AND RIPRAP PER MN/DOT STANDARDS. 14. THE CONlRACTOR SHALL COOROINAlE ALL WORK WITH GAS, ELECTRIC, lELEVlSION AND mEPHONE COMPANIES PRIOR TO START OF CONSlRUCTlON. NOTE: CONTRACTOR HAS THE OPTION OF SUBSTITUTING HDPE PIPE FOR 12"-24" RCP ci % >- ~ ~~a . i ~ lfi !a ~ -~l :; 3'~ ~n~ H ~ ~GI;:d~@~ ?ii!~~ a;'ii. - - l5ti ~ ~~ ~ tj~f::h5 '" ~[;j~~ t ~ e;~>- . ~:5gi!i,~ ~ i~;i-~ g ~i~id::-" '" ~h~g 0 "- '" ~~ei~~ ~ >::~I~ ~13!E ~ ~ =~~ ~ to ~ to E ~~o g aJ~~~ E 3lO9C\1~ riJz~(!;ll c::;ElOd,@) ~~f2~~ ~ [t:..[fIi m ~ a>t:..= ~ E 5 ..~ fil~a:~tiJ Ul tolli ~~ CQGi H H :;f i i1i I =i! " lt~ ] 'H- E'" 5)_ q~l~ i! !!! @ '" o :;, ? ~ ~ ~ ~ ~ ~ ~ o u z n ::2: I uS I-- :J: C.!) iIi :J: I-- <C W Cii W :J: :::2 en :3 w 0 .J C,,) I-- i= ~ :z c: <C .J <C 0- 0- I:ii ~ en ::J => i= :J: => :;! ~ F >- F ~ ~ ~ SHEET. NO. C5,O . .' . . . _'~._+n_~._ _. _ __,___ , il \1. \l " 11 It il II Ii \~ II Ii U Il Ii !i ::; 11 H 8~1 H !~ II H \1 Ii II \ ~ H ~H .iji, ~I i .. _ I u It n H il i\ \\ !\ I, j! \i o <{ o a: w CJ \ -.I \\, \~R.E.=~~.Jl SA MH '\ I.E.U. W.-19D.6D . \\1 \ I.E.S.E.=19D.70 \~ '\ \~\ 1.E.W'LY.=19D.91 '\:~~ \\ \\.:\~\~:~~.. ,\VJJ \~ ~, / -.I '~~~.... '\p> ~ '\\ \\ ~ ~~h '-'7- '\'\ \~~~\\ \~ \\~\ > ~ 13--- tl IT ~ ~~0 ~ /y ~~....., 13~, III"'! 31 III ) PI rmx 1~~,~ SS ,,; ~~9 ~r--:-'I 1m PJ n~35 1m 1m 1I~1D 3 ~Im; ~~'@] 1m L!.J W \ " \\ \ \ \ " r.-:;/! ~ ~ i~ '/1 V; ':3, v; EXISTING i BUILDING ~ , ~ V; 'A v:: /,1 !,./ . ...i ~ ,- .. '"i "'////i~:;l ~~.2~~il.:LL:.'////X( /./ /"~::L~..LLL:'LL /... / "- ,:.~!Li '\\. \\. " \ "\ \ -\, ~- --~--~ \\. '\. ....~_. "a- d/ ///.' ;~ ~~~.~ ~39 n \\ cr, \\ .~ \1 h II t3: \1 ) t~ Ii'" \\ Ii II ,I I' 1\ / ! ..., IITI :'~ ~ I BLOG *33 8 ur IT TH - S~I~ DRY IITI IITI IITI IITI () STMH o IITI GARAGE' l77Tr_~~ / / '1' [~.... ....40.2.2 . f~J l-m c~) tt~/'10 2n~~~ ~J~~!t~~ STMH III ~g,m ' @) 2 III ~"7 'f' -..- Im- '." ;!2.>6^ m. /ill fu' I ~'7 " tf-~ m lIT ~f-H ---- BOG 13- UTIIIIIUTI ~ l~ ~1 ~~ BLCG *12 - 7 LNIT Tf-i. UTI UTI UTI UTI UNI UTI ITIl UTI ITIl m PJ ill ill III m -' "-.. ill [j] '@ 55 ,21 ~FI III m ~bJ 1Y rd III III III " ~ a flo UTI UTIl BLOC #16 UTI UTI ITIl UTI UTI UTI UTI E LOG #17 - ~ UNf TH - UTI 6 UNITUTI UTI 6 U~ IT T.I- FH ~H HH r IJID IJ] , ~ 55 !!.' ~ill ... "!i~ -=tl~ 1213 fijiT ~PVC-S," ill!. '+' I\.. .~ ill III , L!.J III m II -0. III ~~ sS.117 r - III IITI - IITI 1_ IJ: IITI IITI i · iOGm- 6UtITTH -28 I ... · i 11III11 C5.2 BLOC *35 6LNITTi.-2 IITI IITI E[ ~~" IITI IITI IITI J-- 1 I ~ \c~dnr DRY I IITI ~ ~ 108J 6?15 r:::---- CB '21SA"" ~H TH UTI UTI UTI ill 13 1m illl UTI ITIl ,~ J-H p w IITI IITI _. I.. TORY -~~ ~ ~ ; ;, k 'co [j] 'i(:' -r" /L" ITIl ' UTI UTI III ill UTI 205 'IJID s1 ~J ~~~& ( 7,~ ill R , ill L:i I, '-' UTI r~ Iill,~,o b ,-/ r . '2 . ~ ITIl ;:r= ~ ITIl !:: SSI :s COITIl T I~UTI (5 I cd UTI -'-I 10"" f!.1l 6 .~~08 8 PVC SAN d 'V ,--I 1 II bJ UTI ITIl UTI L UTI =m= __ I _II 1 ~ ;:r=~ l- I- S T CO 11 -1\ II II v q !l J 11 il I V\ x.!1 31~ - ~:!l ~ I~ VI ?:! ~ i ~)- ~I~ e: Ii a: ~ \,;l~ U z ""I !i I! ~ ~ ~: v~ ~I! -, ,,' lSr:E. \:' /" ,-,@) 7~'" 1 -mr \ I v {--=-:4 > i~4' I~~MH ~I#~", l~!-4~~'c, 7 ~\ t ~AN~h}><': iltrjij'(/ Ii i 10 VEOP jl~:~' 5+0 GO ! -; 9- -i- -- ~ \'" 'I u___ d:" i 1 jllt\ 1I rl 'I!~ / i !If -I l i W- ir\r~@) i "1"111' / 'I i.~.~_:..._..,- I UTI -r I i"I' I~ "1"1', i/l/; .......: II ,! I _':! I' I UTI~ I-L I,I!~I I -" i'. I f I- illllll U~i r" ~ I 'i II - U 11J' ill o ! :!:J al ~ 9 lL cd I ,; \\~f, fi ! lj, I =UTI ~:o,~ri~~IO v--it "I ,j, 4++- .. ~ :/ !I" ---; ~i I II ~ I J f Iss~~ II i '1'/ I.: ~.J I iii: D 0\:1\ ~- I;! ~'/// '" Ijjl :il ij~ ---0.. / I ~ "" 'i; 11" I hI I . I TIJ WJ =:c, i .ili - ~H/l111 i 11- I -- \11 TI~ I !~ ' II I I;! 1\ 1.__ ! 1\\ - ~I it t ~ -r-i J\\\ \ ~u ~ \ \I~lj' ~d\I'-\ I ' \\~ " \, ',' '0 .~] V'" '/1 !% ~1 1-:< gXIST1 NC .::.1 i/ BUlLDlVG /,! ~L~~L~':/~:Z:~:Z'/'/~ ) l Ii b~,~~_. " 1 11 BLO ) #10 4 UNI TH UTI UTI m III tD cd UTI B 7 UTI )G * \IITTH. UTI f 1ill'~J1 III .---ill- ill ill ill ill [IT ill - r=u ~ -e- N UTI I i I ---8- I I I I " iI II .1 " ,q l' = 30' -f>r 30 60 I 30 15 0 , SCALE UTI KEYED NOTES KEYED NOTES ARE OENOlEO BY lHQI ON PlAN. IT! ~~~ ~~~I~ ~81~~ O~A~A~~ ~R~Ic~~~~~otr~LLOW AU. ill ~~~ ~O~~~Bf~ ~I~~ O~~A~AR~~ M~DR~~~~~~~o:~LLOW ALL [II ~T~ ao~N~~~15 ~1g::ii ~~~D~R~S ~:S;P~~~~ATlci~tOW !II ~~~~ ~T~~~~-~gH Sml~~rTIO~~OW All CllY OF COWII.BIA l]] ~~A~iO~~lll:I;~NA~?ptlr~~ g~'~A~:J:gA~~ :~~T TO <' 2 FEET ABOVE ANISHED GRADE AND MARKED W1lH A SlEEL POST. ~ FOLLOW ALL C1lY OF COLUMBIA HEIGHTS STANDARDS AND SPECIACATlONS. INSTAU. IRRIGATION METER. REFER TO DETAIL 10/C9.2. 1Il ~r~~~\,so~N~U~I~N~~~R~S;T~~A~~/IJ:: ~~~~A:DaN~ow ITJ ~~i6~. F1~&.t.~~R:~t\~NOC: C~~~M~~L~I~~~ BsOT~ri:Rgr:-D SPECIFIC", nONs. [[] ~J6~~ ~T~~-~~ Sml~~~=na~~lOW ALL CITY OF COLUMBIA II] ~iT~~ 7 /~:~2. ST~~:~ ~NgF 8~g~~~I^CUHRE~Gtf~SEFS~NTgAROS AND SPECIFICATIONS. IN! ~5t1~I:-J~~,;A~~':D;N~NgO~Eci~2'A~~NAS'-!- CITY OF [ill REFER TO DETAIL S/C9.2 FOR SERVICES TO 1-STORY BUILDINGS. [ill REFER TO DETAIL 6/C9.2 FOR SERVICES TO 2-STORY BUILDINGS. @] ~G~~ IJ&fEJ~~ ~~NJS.ANO 7/C9.J FOR CURBING AROUND AlL [ill ~~:- J~;:r TOOFD~~~~%9~CH SlOE OF ALL LOW POINT CATCH [ill EXlS11NG CATCH BASIN IS TO REMAIN, PROTECT AT ALL llIdES. U!l ~rvl'W~k?rfJ~~~~ ~8AI~~36p'1I~R T~O Riffl~ Q'f~N~CTlQN. CONTRACTOR IS TO fiELD VERIFY INVERT ELEVAll0N THAT FORCE MAIN WILL llE INTO PROPOSED MH 1236A. CONTACT ENGINEER IMMEDIATELY IF THE PROPOSED INVERT ELEVATION OF PROPOSED MH N236A IS NOT DEEP ENOUGH TO RECEIVE FORCE MAIN FLOW. [ill ~~~I~~HU~~~~:~~N~T~~Y ~=s~N~~~~v~~~NiD lHE WEST = 160.07. [@ INSTAlL VORTtCHS MODEL 1100 STORMWAlER lREAlMEHT SYSTEM. i rgj, UTI UTI FL~ 13 ~ "..."" Uf,lTrm KEY PLAN ~~q i l g ., ti g ~l g ~ ~i D.. 0 a:;:n ~ ~ ~1. P t; If: Ii ~ <8~ '" 15t; :;; i'ii!j :14 ~!iIi1l;i ;; !:j!1ltl!l1~ ~ 5ss;::5--:;; ~5.::14 ~ g =!l!i!1i;"t", g j5~_5'--' !;;f1!;;!:l .,,,,.,= ~ !;;hgg ~ tj!flj3:it3 >-i=m~z ~ 15....s;: :z ES25f5 3: ::ll!iilif15 Q co Iii uC)' E ~re~ q ..@;:gv,...E 5lI)9~:i! m~~~@ ~ai","E ~=(QCO.D e 8.t::.~15 rn ~ ID!::::.i::: ~.~~~~ 1.O~[Lu..w lI.l ~m ~~ CQffi _I h Ji1 ::~ ;," iJ, l ~H ~ ~li '~1 ij! l ~.!:~ Ithi ... ~ !;:;b @ ~ ~ "~ Io! ;'5 ~ ~ ~ ~ ~ i z :::iE en 1-- .,.. C) jjj :I: <( iD ::::iE :;:) ~ o u n I I ~ c: <( a.. tu en :;:) :I: ~ F ~ I z :5 a.. ~ :J i= :;:) ~ F I;; ~ SHEET NO. C5,1 , \ \ ! i i 1 i ! I w I I i ..... ! i \ ! ~ ~ i iiITi !III --~ I ~71 ! i1E~ -~-i= -ill i -' ![ill 'I ; i , I I ! I i I i ; 1m I I I I I 1 ~ j F5 i i i c:? <: ~ "'Z >-- f--. l0 es :s:;: ---- ~ "------ i d 01.04 <::( 189.99 0'" 189.99 -!II ""I "t-W ";i;: ! .~. I ; ! I I i I I i i i I I , I i I j E " ..--ill .!!! -I l.:... I " '-!-~ ~ - -SS 18 ~~ m\m ~ ~' :t: " I BLOC *16 ----rH ""- 55 J!.B - _1- ITII III .... III r I]Q I]Q SLOG *23 6 UI\ IT T~. HH . PVC:iA/'l 8. 0lP W ~ E LOGr17 - 8 UNI 01 rH cs '21 I 3;J,~, ! -~DGm- I -~ 6 U IT TH- 28JORY '"' ! ,- Ii:lLOG 1io36 6 U~IffT.H. - 2 8 ORY ilI! -w I!!I I!!I III r;;1 IIII 10. DIP W iH 1-' f~' SLOG *2C - 7l NIT TH. I@ I@ I@ m III II m [[j tJJ [[j ~bJ jQI IjQ iIID 7 UI\ITTJ-. UH Hr lll-W l~ ~ BLOb *2t - 7 I NIT TH. I@ I@ I@ I@ I@I ~ ' rn] ~ [[j rlIl ~ - 8 PIP W - - - CS '215A ~ III I.!.! WI III T 12 1__ '215~ f.~'7 I)] T.H. rD sS.J!7 - ~n 1210 ~","SAN cs ~ 'v ~ ll. w( bl ..e <'':i= R b~ . r 1 I - ~L6('~ I -- I 6 L NIT T . - 2 TORY !-- ... ~..-~rb~ BLOC *37 6 L NIT T.I . - 2 ~ TORY ITII ITII [jj] ITII ill III ",I III III '0' DIP W Hi ~~H t~ I@ III ~ C rnj I]Q iIID nl cs ~~ '22 I@ I)] IIIl~r I~ P ~2 !ill - - m' I ~ ~I' S OG~21- UNIT TH. I@ I@ I@ III III ~ 1m ~E- I@ I@ I@ - 8 ~NIT ~ I@, I@ I@ BL[ G *2 nH H rl ~H .H. fH l~ I@ ~LOG *26 I@ I@ 8 Ut IT T 1- I@ I@ I@ III ld .~ [[j a DIP W - - - - ITII ! III III It, Hell I@ III ,J III ~ I@ I@ ~R tL I@ III ~ MH 12 BA .2 'ff '-. ~ ~ E " MH ~ 1m C~. 41 H2+< CB 13 1 2 I@ ~ l g 1m " L-i ss 6 '~~OB B PVC SAN r-l ..L _. 1 T l. I@ ~I@ !:: ::; OOI@ :c -L ool@ * ,ft o ffil@ T '--I I I m Bft ~ ~ -- ! ltr ...ill. 'TIT I@ III J/ I~ ~~5 sl I" ~: -: CB fJ252- LlJ.IIru.lli2l 1253 .1-.12i17 I)] # ~ Jb III ......ill- w JIL w - I@ R.E.""93~ ,.E.N.~1.m B #204 .E.=190.S4 5... I@OO I RE.~lJiRl.~ ;:; o I@ffi SSI2 N li) -Err IJ 30 15 0 , SCALE 30 60 , l' - 30' .~ KEYED NOTES KEYED NOTES ARE DENOTED BY mID ON PLAN. m ~~~ ~O~~81~ ~EJ1~~ D~AmrAR~~ ~~J~~~ON~~LLOW ALL m ~~~ ~o~~HBI~ ~ri~~ D~~A-::AR~ A~R~~C~~~~o:J>LLOW All. rn ~tT~r/o~N~~~Bl~5 HO~8~~ ~D~~S ~~S;p~5~~An6~OW m ~Q~AM-~RJN~~IP F~~~~'lT ~~ ~~~,~~~is S~D~I~S AND SPEClFlCA nONs, [[] ~~~i~~~111~~Il~Z~~N~?pti~N~ g{~~~JgA~~~ :~~T TO 2 FEET ABOVE FlNISHED GRADE AND MARKED Vl1TH A STEEL POST. FOUDW ALL CITY Of COLUMBIA HEIGHTS STANDARDS AND SPECIFICATIONS. INSTAU IRRIGA110NYETER. REFER TO DETA1L 10/C9.2 II] ~T~TY1gfl~~~U~~t~-~5~H~ S~=STHA~UDS~~E~~~~~ON~~LlOW III ~~%~. FI~&r~R:[iT'C16~N: ~~M~~~~~~ BsOT~5:Rgf~D SPEaFlCA nONs. [[J ~:"~~7/~~2. slf~~w~ ~~~/~'fU~~I;~R~GH~~T~TgARDS AND SPEClFlCA nONs, [!] ~$~I:-~~~~A~~:D~fNgo~Eci~'?~N~ CITY OF IIQ] REfER TO DETAIL 5/C9.2 FOR'SERVlCES TO 1-STORY BUILDINGS. [TII REFER TO DETAIL 6/C9.2 FOR SERVICES TO 2-STORY BUILDINGS. !ill ~5~ I~EJt'~ 6'A~N~.ANO 7/C9.:5 FOR CURBING AROUND ALL [lli ~:~~ :5~~~~i\gFO~~~~~~9~CH SlOE OF AU LOW POINT CATCH IEl ~~~~c?~U ~N~N~~A~:~f~T~T~~ru,fc,~ ~6~i~.E1~ROUT SEAL AROUND 'OPENING. [Im fg~l~g~lifcp~fp"t~lJ~~T~~A~~~~:fo.TO G~t~~~ro~g~D OPENING. [lli ~~~iN~~EDWl~N~IJ.IP d6AO~IN~~ ~~1~ft.O:~C1ci~~~c~oW~~ REMOVAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. EXISllNG 1O-1NCH WATER !.lAIN RUNS ACROSS UNIVERSITY AVENUE AND SERVICES THE PUBUC lHE WEST. flOW 15 TO BE MAINTAINED UNTlL NEW WATER MAIN IS INSTAllED. lTIJ INSTALL 10-INCH BY B-INCH DIP REDUCER. [ID ~~~ b~L:7~.t~:G~~~ ST~D~1]iS ",:gSJp~~~~G6NlOLLOW All iIID ~~~ ~L~J~A8~ri'G~~CHS~~D~:S ~~gs~P~2~~l1G6Nt.OLLOW All. IlQlINSTAlL 1O-INCH GAlE VALVE. [W ~NJiJ~ .m:-I~~ 6~ ~~~~I~~~'GH~OtT~~O~~~iTA~~OCKING. SPECIFlCA nONs. ~ INSTAlL VORTECH5 MODEL 1100 STORMWAlER lREAThlENT SYSTEM. I@ I@r-: !;;; I I I@ SSI2A C5.1 I<EY PLAN C5.3 C5.~ l~ .i u: H E~ d -~ ~ ~ % 0 o u ~ e ~ 0 ~H!i I f;J -.' ;nlll'! Iii _ ~ ~ ~h~~ '" !!it; iJ: ~~ iE ~ 1I!ifillO .1 S!!i~~ ~ ~:iiE~ ~~~ffi ";>- ~~~~~~ g u~~ ~~~~g t~.hfli5~~ )-"'D\~Z m~iEE~ =~~g:~ "' ~ g ~ o ~ ~ ~ OJ U; 1JC}J ~ ~gJ@ q .!Q~VT""E 5lO9~~ ~~~d;@) ~Efc;;'"~~ ~8.~~:B ro ~ m c= ~.~~~~ 1D:2a.u.w ill ~. n ~f .. 11 '" or !il I ~.h "ll ~,si 'Ii .iO'U_'!l j j 'B~ .tB.JIooil ~.. iili - ~!~l ~ ~ ~~. €!I ~ ! w ~ -< a in >- >- '" m ~ S f5 6 I;ln :::2: I uS I- ::c C!' W :c <( in ~ ::> -I o (.) :x: c: <( a.. ti:i en ::> :c ~ >= ~ f;J ~ ::z :s a.. j::: :J i= ::> ~ >= ~ ;;; SHEET NO. C5.2 STORM SEWER TABLE - PHASE 1 DEVELOPMENT STRUCTURE STRUCTURE NEENAH TOP INVERT PIPE LENGTH, DIAMETER, SLOPE RCP 10ENTIFlCATlON DIMENSION CASTING ELEVATION ELEVATION & NEXT UPSTREAM STRUCTURE CLASS (INCHES) FES #100A 42 N/A N/A E. 180.00 70 LF, OF 42" RCP @ 0.50%, MH #100B 4 MH #100B 84 R-1733 191.72 W. 1 BO.35 121 LF. OF 42" RCP @ O.SO"- CB m OOC 4 S. 180.48 CB #100C 84 R-3067 195.40 N.181.07 44 LF. OF 36" RCP @ 0.50'" CB 5 S. 181.17 1000 CB #' 000 60 R-3067 195.40 N. 181.39 16 LF. OF 36" RCP 0 0.50'" MH ~lO1 5 5. 181.49 MH #101 66 R-1733 196.40 NW STUB. 181.57 NE. 183.00 101 LF. OF 36" RCP @ 0.50%, MH #102 3 MH fIl02 72 R-1733 196.80 SW. 183.51 30 L.F. OF 36" RCP @ 0.50% MH ~1 02A 3 SE. 183.61 NW. 183.76 1 ~ t~: g~ ;jg: ~g~ g g:~g~ ~~RfJ:gR~ UNIT MH #'02A 98 R-1733 195.90 SE. 183.76 3 NE. 183.76 3 VORTECIIS N/A N/A VARIES SW. 183.80 UNIT SW. 183.80 10 LF. OF 36" RCP @ 0.407.. MH #102B 3 NW, 183.84 MH #' 02B 96 R-1733 195.26 NE. 183.84 SE. 1 B3.84 30 L.F. OF 36" RCP @ 0.507.. MH #103 3 NW. 183.99 MH #'03 84 R-1733 193.90 SE. 184.10 8 LF. OF 36" RCP @ 0.50%, CB #104 3 SW. 186.24 254 L.F. OF 24" RCP @ 0.507.. CB #'32 3 NW. 184.14 CB #104 66 R-3067 192.78 E. 184.94 76 LF, OF 36" RCP @ 0.50%, MH #105 3 S. 186.34 22 LF.AOF 30" RCP @ 0.91%, C8 #117 3 W. 185.32 147 tf' OF 33" RCP @ 0.507.. CB #108 MH #105 60 R-1733 192.29 E. 185.41 3 S, 187.48 19 L.F. OF 18" RCP @ 0.947.. CB #106 5 CB #106 48 R-3067 192.11 N. 187.66 E. 187.76 54 LF. OF 15" RCP @ 1.00:1, CB #107 5 CB fIl07 24 X 36 R 3067 191.51 W. 188.30 W.186.14 CB #108 60 R-3067 190.53 E. 186.24 57 L.F. OF 30" RCP @ 0.50:1, CB #11 0 3 S. 186.44 22 L.F. OF 21" RCP @ 0.45%, CB #109 3 CB #109 4B R-3067 190.52 N. 186.54 E. 186.64 10 LF. OF 12" RCP @ 0.50%, CB #'09A 5 CB #109A 24 X 36 R 3067 190.55 W. lB6.69 W. 186.52 MH #110 80 R-1733 191.07 E. lB6.62 123 L.F. OF 27" RCP @ 0.50%, MH #113 3 S. lB7.00 19 LF. OF lB" RCP @ 0.95:1, CB #111 5 CB #111 4B R-3067 190.B9 N. 187.1B E. 187.38 5B L.F. OF IS" RCP @ 1.04%, CB #112 5 CB #112 24 X 36 R 3067 191.35 W. lB7.98 W. lB7.24 MH #113 4B R-1733 192.07 N. lB7.44 36 L.F. OF 15" RCP @ 1.00%, CB #114 5 S. 188.00 34 L.F, OF 12" RCP @ 1.01:1, CB #116 5 CB #114 4B R-3067 191.72 S. 187.BO E. lB7.BO 2B LF. OF 15" RCP @ 1.00:1, CB fillS 5 CB #115 24 X 36 R 3067 191.72 W. 18B.08 CB ~116 24 X 36 R 3067 192.54 N. 1 BB.34 CB #117 4B R-3067 192.B4 N. 1 B6.54 97 LF. OF 30" jlCP @ 1.00%, CB #l1B S. lB6.54 3 CB #l1B 4B R-4360 195.00 N. 187.51 .~ S. 187.51 130 LF. OF 27" RCP @ 1.00%, CB #119 3 N. 188.Bl CB #'19 60 R-3067 197.01 5W. 192.63 65 LF. OF 12" RCP @ 1.70%, CB #120 5 SE. 192.33 108 LF. OF 12" RCP @ 0.50:1, CB #121 5 E. 189.00 136 LF. OF 21" RCP @ 1.007.. CB #125 3 CB #120 24 X 36 R 3067 196.63 NE. 193.74 CB #121 48 R-3067 197.69 NW. 192.87 S. 192.97 87 L.F. OF 12" RCP @ 0.50%, CB #122 5 N. 193.41 CB #122 4B R-4360 197.00 E. 193.80 41 LF. OF 12" RCP @ 0.50:1, CB #123 5 W. 193.50 101 L.F. OF 12" RCP @ 0.507.. CB #IU 5 CB M123 27 R 4360 197.00 W. 194.00 CB #124 27 R 4360 197.00 E. 194.00 CB #125 48 R-3067 197.90 W. 190.36 152 LF. OF 18" ~CP @ 0.50%, CB #126 E. 190.46 5 W.191.22 51 LF. OF 12" ~ @ 1.00%. CB #127 CB #126 96 R-3067 196.48 E. 192.93 5 SE. 192.10 49 L.F. OF IS" RCP @ 1.00:1,' CB #128 5 CB ~127 24 X 36 R 3067 196.34 W. 1 e3.44 NW. 192.59 CB #12B 48 R-3067 196.25 E. 192.65 11 L.F. OF 12" RCP @ 1.00%, CB #129 5 5. 192.65 88 L.F. OF 12" RCP @ 1.00:0:, CB fIl30 5 CB M129 24 X 36 R 3067 196.35 W. 192.76 CB #130 48 R-4360 19B.00 N. 193.53 E. 193.63 40 L.F, OF 12" RCP @ 0.9~~ CB ~P' 5 w. 193.63 62 L.F. OF 12" RCP @ 0.60 CB 131A 5 CB #131 27 R 4360 197.00 W. 194.00 CB #131A 27 R 4360 197.00 W. 194.00 NE. 187.51 CB #132 48 R-3067 194.62 SE. 191.50 22 L.F. OF 12" RCP @ 1.00:1, CB #133 5 SW. 1B7.5~ 236 L.F. OF 24" RCP @ 0.50%, MH #134 3 CB '133 24 X 36 R 3067 194.62 NW. 191,70 NE. 18B.69 MH #134 60 R-1733 194.10 SE. 188.80 42 L.F. OF 18" RCP @ 0.75%, CB #135 5 NW. 186.79 49 L.F. OF IS" RCP @ 0.507.. CB #144 5 NW. 189.12 CB #135 48 R-3067 194.47 SW. 191.00 37 L.F. OF 12" RCP @ 2.00%, CB #136 5 SE. 189.52 82 L.F. OF lB" RCP @ 0.75%, MH #137 5 CB #136 24 X 36 R 3067 194.65 NE. 191.74 NW. 190.14 MH #137 48 R-1733 196.50 N. 190.24 18 L.F. OF 15" RCP @ 1.00%, CB #'38 5 S. 190.24 69 L.F. OF 12" RCP @ 1.00%, CB #141 5 CB #'38 48 R-3067 195.04 S. 190.42 N. 190.42 2B L.F. OF 12" RCP @ 1.00%, CB #139 5 CB #'39 48 R-3067 195.04 s. 190.70 W. 190.80 44 L.F. OF 12" RCP @ 1.00%, CB #'40 5 CB ~140 24 X 36 R 3067 194.27 E. 191.24 CB #141 48 R-4360 195.00 N. 190.93 E. 191.03 87 L.F. OF 12" RCP @ 1.00%, CB #142 5 CB #142 48 R-4360 195.00 W. 191.90 E. 191.90 100 L.F. OF 12" RCP @ 1.00%, CB #143 5 CB #143 27 R-4360 196.00 W. 192.90 CB #144 48 R-3067 192.61 SE. 189.04 SW. 189.14 40 L.F. OF 12" RCP @ 1.00%, CB #'45 5 CB #145 24 X 36 R 3067 192.61 NE. 189.54 MH #146 EOO R-1733 191.73 vm.~~ I ~O~ l{", 0J,]?ihR2,~7& 22 L.F. OF 24 CMP 5 OUTLET #147 9}'t9.2 N/A N/A W. 1 BO.OO STORM SEWER TABLE - PHASE 2 DEVELOPMENT STRUCTURE STRUCTURE NEENAH TOP INVERT PIPE LENGTH, DIAMETER. SLOPE RCP DIMENSION IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION & NEXT UPSTREAM STRUCTURE CLASS EX. CB #200 N/A N/A 192.9B ~; l~~'H (EX.) 5 L.F OF 36" RCP @ 0 ?9~ "'4 '201 3 MH #201 72 R-1733 193.5B E. 186.14 S. lB6.14 31 L.F. OF 36" RCP @ 0.29%, MH #202 3 MH #202 72 R-1733 191.91 N. 1 B6.23 W. 186.23 22 L.F. OF 36" RCP @ 0.32l1, CB #202A 3 E. 186.30 MH #202A 78 R-1733 192.22 W. 1 B6.30 10 L.F. OF 36" RCP @ 0.60%, C8 #202B 3 S. 186.30 11 LF. OF 36" RCP @ 0.29%, VORTECHS UNIT 3 VORTECHS N/A N/A N. 1 B6.33 11 L.F. OF 36" RCP @ 0.27'" CB '202B UNIT VARIES N. 186.33 3 MH #202B 78 R-1733 191.B5 S. 186.36 11 L.F. OF 36" RCP @ 0.277.. VORTECHS UNIT 3 E. 186.36 26 L.F. OF 36" RCP @ 0.31%, CB #203 3 E. 186.44 CB #203 60 R-3067 191.30 5. !~7.73 ~~ i::~: g~ ~~: ~~~ : ~.~~~, ~~ ~~~~ 5 W. 86.44 3 CB #204 24 X 36 R 3067 191.40 N. 187.98 E. 186.50 MH #205 60 R-1733 191.72 W. 1 B6.50 ~~O L.f..FOFO~2~6~C~C~ fO~~B~B M~?!~08 3 N. 18B.03 5 CB #206 48 R-3067 191.64 S. 188.1B 5 E. 188.1B 22 L.F. OF 12" RCP @ 1.00%, CB #207 CB #207 24 X 36 R 3067 191.74 W. 18B.40 E.186.81 MH #208 72 R-1733 194.B4 W.186.Bl 42 L.F. OF 3ft RCP @ 0.26:1, CB /1,21 0 3 ~. m.~~ *f9 LF. DeS.. 2:{," R,f,\'p @@ O;?~r-:. M.~u .jj~2t 3 S. lB7.69 " N. 187.69 97 L.F. OF 27" RCP @ 0.71%, MH #224 MH #208A 48 R-1733 195.04 E. 191.20 ~, L.[r. ObF 'f;"R~~p @@ \Olfir. M~#i~f2 3 W.190.19 5 CB #209 24 X 36 R 3067 194.70 W.191.27 E. 186.92 3 CB #210 B4 R-3067 194.32 W. 186.92 163 L.F. OF 36" RCP @ 0.2BlI, CB #213 5 S. 190.79 2B LF. OF 12" RCP @ 0.50%, CB #211 5 CB "2j, 24 X 36 R 3067 194.32 N. 190.93 CB #212 24 X 36 R 3067 194.BO SE. 190.40 CB #213 7B R-3067 195.Bl W. 187.3B S. 187.46 28 L.F. OF 36" RCP @ 0.27%, CB #214 3 CB #214 60 R-3067 195.Bl N. 187.54 3 S. 187.54 117 L.F. OF 36" RCP @ 0.27:1, CB #215 60 N. 187.B5 CB #215 R-4360 195.50 S. 187.B5 lOB L.F. OF 36" RCP @ 0.39%, CB ~~216 3 W.190.19 62 L.F. OF 12" RCP @ 0.50%, CB 215A 5 E. 187.B5 95 L.F. OF 12" RCP @ 0.74%. CB 223 CB #215A 27 R 4360 195.00 W.191.50 CB #216 54 R-3067 193.79 N. 188.27 S. 1 B8.27 30 L.F. OF 30" RCP @ 0.37%, CB #217 3 CB #217 4B R-3067 193.96 N. I B8.3B S. 1 BB.3B 90 L.F. OF 27" RCP @ 0.3B%, CB #21B 3 CB #218 48 R-3067 193.21 N. 188.73 3 S. 188.73 22 L.F. OF 27" RCP @ 0.27:1, CB #219 CB #219 48 R-3067 193.21 N. 18B.79 S. 188.79 B9 L.F. OF 24" RCP @ 0.39%, CB #220 3 CB #220 48 R-4360 195.15 N. 189.14 S.189.14 Bl L.F. OF 21" RCP @ 0.3B%, CB #221 3 CB #221 48 R-3067 192.B3 N. 1 B9.45 S. 189.45 2B L.F. OF 15" RCP @ 0.65%, CB #222 5 CB #222 24 X 36 R 3067 192.83 N. I B9.63 CB #223 27 R 4360 192.00 W. 18B.55 S. 1 B8.3B MH #224 4B R-1733 195.73 N. 188.38 120 L.F. OF 24" RCP @ 0.73%. CB #229 5 W. 190.3B 41 L.F. OF 15" RCP @ 0.6B%, CB #225 5 CB #225 4B R-3067 195.35 E. 190.66 5 5. 191.BO 22 L.F. OF 15" RCP @ 0.91%, CB #226 W.191.36 lB2 L.F. OF 12" RCP @ 1.207.. CB #227 5 CB #226 24 X 36 R 3067 195.35 N. 192.00 CB #227 48 R-3067 196.B6 W. 193.54 S. 193.54 23 L.F. OF 12" RCP @ 0.91%. CB #22B 5 CB #228 24 X 36 R 3067 196.90 S. 193.75 S. 189.25 MH #229 84 R-1733 197.04 E. 189.25 27 L.F. OF 15" RCP @ 0.64%, CB #230 5 W.192.61 42 L.F. OF 1 B" RCP @ 0.45%, CB #234 5 NW. 191,29 29 L.F. OF 12" RCP @ 0.59:1, CB #233 5 CB #230 48 R-3067 195.69 E. 189.42 W. 189.42 105 L.F. OF lB" RCP @ O.72l1, CB #231 5 CB #231 48 R-3067 193.46 W.190.18 S. 190.28 2B L.F. OF 15" RCP @ 0.50%, CB #232 5 CB #232 24 X 36 R 3067 193.46 N. 190.42 CB #233 48 R-3067 197.10 SE. 191.46 W. 191.46 73 L.F. OF 15" RCP @ 0.40%, CB #23B 5 CB #234 48 R-3067 196.33 E. 192.BO W. 192.BO 222 L.F. OF 15" RCP @ 0.69%, CB #236 5 S. 192.BO 2B L.F. OF 15" RCP @ 0.46%, CB #235 5 CB #235 24 X 36 R 3067 196.33 N. 192.93 CB #236 4B R-3067 E. 194.33 198.00 S. 194.33 2B L.F. OF 12" RCP @ 0.70%, CB #237 5 W. 194.33 lID L.F. OF 12" RCP @ 0.61%, MH #236A 5 MH #236A 48 R-1733 199.30 E. 195.00 N. 195.00 VERIFY FIELD VERIFY-FORCE MAIN FROM RESIDENCE CB #237 24 X 36 R 3067 19B.00 N. 194.53 MH #23B 48 R-1733 199.53 S. 191.75 NW. 191.75 lB3 L.F. OF 15" RCP @ 0.417.. CB #239 5 CB #239 27 R 4360 195.40 SE. 192.50 N. 187.BO MH #240 48 R-1733 191.70 SW.188.11 22 L.F. OF 18" RCP @ 0.36%, CB #241 5 SE. 18B.20 9 L.F. OF 15" RCP @ 0.40%, CB #244 5 CB #241 48 R 3067 191.34 NE. 188.19 SW. 188.19 29 L.F. OF 18" RCP @ 0.34%, CB #242 5 CB #242 4B R 3067 191.34 NE. 1 B8.29 S. 188.36 28 L.F. OF 15" RCP @ 0.437.. CB #243 5 CB #243 24 X 36 R 3067 191.34 N. 188.48 CB #244 24 X 36 R 3067 191.34 NW. 188.24 NOTE: CONTRACTOR HAS THE OPTION OF SUBSTITUTING HDPE PIPE FOR 12"-24" RCP SANITARY SEWER TABLE PHASE 1 AND 2 STRUCTURE STRUCTURE NEENAH TOP INVERT PIPE LENGTH, DIAMETER, SLOPE DIMENSION IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION & NEXT UPSTREAM STRUCTURE EX. N. 176.87 EX SS #1 NA NA 192.07 W. HU7 E* NW. 176.B7 74 L.F. OF 8" PVC SOR 26 @ 0.407.. SS ~2 SS #2 4B R-1733 192.50 SE. 177.17 19 LF. OF 8" PVC SOR 26 @ 0.40% SS H2A N. 177.17 SS #2A 48 R-1733 192.25 S. 177.25 53 L~. OF 8" PVC SOR 26 @ 0.40'" S5 ~2B W. 177.25 SS #2B 4B R-1733 190.00 E. 177.47 19 LF. OF 8" PVC SOR 26 @ 0.40% SS n3 SW. 177.47 SS #3 48 R-1733 189.B7 NE. 177.55 W. 179.00 254 L.F. OF 8" PVC SOR 35 @ 1.87%, SS 114 SW. 177.55 153 LF. OF 8" PVC SOR 35 @ 0.407.. SS 6 5S #4 4B R-1733 193.55 I ~ ~~:~~ 1??7 .F 0" R" pvc ,no 3' '" ? n% " " SS -5 4B R 1733 197.24 E. 189.52 55 #6 48 R-1733 188.79 NE. 178.16 W.17B.16 191 L.F. OF 8" PVC SOR 35 @ 0.407.. SS P SS #7 E. 17B.92 4B R-1733 193.24 W. 180.85 196 LF. OF B" PVC SOR 35 @ 2.8:1, SS #8 S. 178.92 195 LF. OF 8" PVC SOR 35 @ 0.41%, SS #9 SS #8 48 R 1733 198.05 E. 186.34 N. 179.70 SS #9 4B R-1733 192.97 W.181.24 g~ \:Y. ~ f.. ~~~ ~~~ ~~ : t~~;;, ~~ ~W E. 179.70 SS #10 4B R 1733 199.18 E. lB6.93 SS #11 48 R 1733 187.28 E. 180.39 SS #12 4B R-1733 192.57 S. 179.87 113 L.F. OF 8" PVC SOR 35 @ 0.64% SS M13 W. 1 BO.07 E. lBO.79 SS #13 48 R-1733 192.07 W. 182.79 113 L.F. OF 8" PVC SOR 35 @ 1.19%, SS Jl6 S. 180.99 206 L.F. OF 8" PVC SOR 35 @ 1.22%, SS 5 N. 181.00 216 L.F. OF 8" PVC SOR 35 @ 2.44%, SS #14 SS *14 48 R 1733 193.73 S. 1 B6.27 SS #15 4B R 1733 190.12 N. lB3.51 E. lB4.13 SS #16 4B R-1733 194.93 W. 1 B4.23 lh44~:'0~F8~"pV6Cs5~R3~5@@1.%f~ ~~ I!J N. 1 B5.23 48 R-1733 195.87 E. 184.81 SS #17 W.184.91 23B L.F. OF B" PVC SOR 35 @ 0.4%, SS #18 S5 #18 48 R 1733 197.96 E. 185.B6 S. 186.BO SS #19 46 R-1733 195.85 W. 188.BO 199 L.F. OF 8" PVC SOR 35 @ 0.4%. SS #20 N. 186.80 116 L.F. OF B" PVC SDR 35 @ 0.77%, SS #22 55 #20 4B R-1733 196.95 E. 1 B9.60 W. 189.80 96 L.F. OF B" PVC SOR 35 @ 0.60%. SS #21 SS #21 48 R 1733 198.57 E. 190.98 S5 #22 48 R-1733 196.99 S. 187.70 W. 187.70 38 L.F. OF 8" PVC SOR 35 @ 0.60%, SS #23 S5 #23 4B R 1733 198.18 E. lB9.13 EX. ~~: m:5W ss #24 NA NA 191.63 SE. 177.17 94 LF. OF B" PVC SOR 26 @ 1.13%, S5 #25 NW. 178.23 292 L.F. OF 8" PVC SOR 26 @ 1.34l1, SS #27 48 194.54 E. 17B.43 S5 #25 R-1733 S. 178.43 245 L.F. OF 8" PVC SOR 26 @ 3.50%, SS #26 ,E. 178.33 64 L.F. OF B" PVC SOR 26 @ 0.58%, SS #33 55 #26 4B R 1733 19B.67 N. 1 B7.DO SS #27 4B R-1733 196.45 W. 182.35 E. 182.45 246 L.F. OF B" PVC SOR 35 @ O.BO%, SS U28 SS #2B 48 R-1733 198.06 W. 1 B4.42 E. 1 B4.52 205 L.F. OF 8" PVC SOR 35 @ 0.70%. SS #30 SS #29 48 R 1733 196.9B N. 1 BB.50 SS #30 4B R-1733 196.55 W. 1 B5.96 E. 1 B6.06 232 L.F. OF 8" PVC SOR 35 @ 0.70%, SS H32 SS &31 48 R 1733 195.57 N. 187.00 SS .32 4B R 1733 200.15 W. lB7.6B SS #33 48 R-1733 194.B9 SW. 178.70 NE. 17B.80 197 L.F. OF 8" PVC SOR 26 @ 0.52%, SS #34 SS #34 48 R-l 733 194.75 SW. 179.B2 223 L.F. OF 8" PVC SOR 35 @ 0.527.. SS 11.35 NE. 179.92 SS #35 48 R-1733 193.10 5W. lB1.08 E. 181.18 123 LF. OF 8" PVC SOR 35 @ 0.52%, SS #36 '!t. 181.82 ~~5 L.[r. 06F B~" P,,"Sc s~~c 315 @@ 361g;" S~S#i~7 SS #36 4B R-1733 192.04 S. lB1.92 E. 181.92 SS #37 4B R-1733 191.40 W. 182.99 E. 183.09 S. 183.09 211 LF. OF B" PVC SOR 35 @ 1.85%, SS ~31 SS #38 48 R-1733 192.00 W. 1 B3.47 E. 1 B3.57 54 LF. OF 8" PVC SOR 35 @ 0.40:" SS ~3B STORM SEWER TABLE - PH/.SE 2 DEVELOPMENT STRUCTURE STRUCTURE NEENAH TOP IDENTIFICATION o(~~~~~r CASTING ELEVATION PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE INVERT ELEVATION E. 1 B2.95 S. 1 B2.66 NE. 182.90 NW. 183.30 SE. 183.37 NE. 183.37 SE. 183.41 SW. 183.41 NE. 183.44 NW. 184.66 SW. 183.46 NE. 103.62 SW. 183.64 NE. 183.95 SW. 183.97 NE. 184.08 SE. 184.9B N. 184.98 S. 185.06 NE. lB5.06 SW. 1 B5.60 E. lB6.15 W. 186.27 35 L.F. OF 15" RCP @ 0.34% CB 253 EX CB #245 NA NA lB7.03 MH #246A 188.05 VARIES 20 L.F. OF 1 B" RCP @ 0.35%. MH #246A 19 l:J: g~ lR: ~g~ ~ g:~6~ ~Mt~~s UNIT 9 L.F. OF 18" RCP @ 0.35%, MH #246 ~~ t.f. ~ ;~:, ~g, ': ~.~~;; %~ #~~~ UNIT 4B N/A R-1733 N/A MH #246 48 R-1733 189.00 CB #247 R-4360 82 L.F. OF 18" RCP @ 0.38%, C8 246 34 L.F. OF 15" RCP @ 0.32%, C9 #249 18B.40 4B C8 #248 CB #249 CB #250 CB #251 CB #252 C8 253 48 24 X 36 4B R-3067 R-3067 R-3067 186.32 lB7.00 lBB.58 R-3067 186.53 25 L.F. OF 18" RCP @ 0.32%, CB 251 4B 4B R-3067 R-3067 24 X 36 189.65 189.62 ~~~ . J f lh~ ~ g -"d!s "'- ~ 0 !2U~Hl 0 i ~l!l~~!~ ~ ~~~ '" i!i~ 6i er!!1 J;( ~~iM:s h~~ } in~>c .~ ~15~J;( ~ i!1~;~~ ~i~i;c"," ~~~!g ~ o~5li~ 0 >-""g!jj:lz ";::t i!!5IO!O~ :'! =!l1~If'" ;:; m ~ g g to ;;; E uc}! 0 ~Rl~ q .!Q;:bq-T""E 5tn9S}!32 ~~~~@ ~gf~~] e 8.t::.~:6 CO m i:D c= ~.~2~~ LO:2:a.u..W -"1 I" '" a,J: 0 1!~ ~ ~" 1i' ~ ~." I" ai! <l i ~ ,I . ii=.! oS ~ii i 2d .i;j ~ . ' :I: en w -I al <C t- a: W :;: w en r: :::::i ~ :::> 5 5 5 ~ 1= .... i;j ~ ~ 1= i SHEET NO. C5.5 N 30 15 , SCALE o 1" = 30' SCALES: 1" = 30' HOR 1" = 5' VER 210 30 II i. \' \' jl \1 II i\l\ ~!j 61j II ~ \1 Ii illl \1 II I \1 II II 1\ II II II ,I II \1 1\ I' II 60li , II 'I I, II ----1L 1\ eve II i~i'\'\ ~~~ II o !] 1\ , '- ;< \\ '\ -- :- .,~~-- PI Sta = 0+29.38 N .. 101269.96 E "" 501052.35 I "" 90'45'09"L CIRCUlAR Do ... 19734'18" T - 29.38' R.. 29.00' l...45..9J" ... I -Cll , '236 _ .~~ <:!!_, I CB ~9 ----?-- SLOG #33 1+5B13 au ITT.H -28 ORY \~\~,\ ~\\~_ l~ ~ p ! WJ ' \\ ~:,:\ '. , - \~\ ..J \~ ,~ :' _ _ \~ ,_ ~ITAR'l'-,----------~ ------....-- "~'.UI.lr->~->-> >->->-- - ~ ~ ( ~~~~~. 1 1 :: - ~J I lJ' .E.=199.3 E.N.W.=18 .82 rD / ~"lIllIIIlIlrlll1lllllr~ II 'I II ~J !,-E.="'.6 ~23 -~- -l- I ~~J5 ss fZ2, ~~9 -,~~o I - - ----1; , I~ r v s~ -;g ,/ ~/( rr v " , rr I iI II I II 1 !! ~~- , l w ii _ __J___ i 1 ! _______.J I i i r------f ; I II ! '" I ~~~ ~ H !~l g~~ ~H~ U l ~ll:o;ql\l :>.i;;g~l\l ~~ - '" 25.... t; ~~ ~ ~~m~ 8~~~ l' ~:i,jiii ~. ~~:~..; ~"'-C5 .....". "'8~lli -:t i:~iEs~ ~ ll'l ~~~C5g ~ {j~iS~~ ~_ >o3<D'JmZ ,... ~i5~~~ =~~g:13 .--"E ~:m~t03i e8.t::.f2.n mmmc= gEa"~ ffi~~~w I' =SOl ~ffil. ~~' tt)ffi >, ,. ~. ~ ,H ~ .. ~ ., '. . !.~ I'! . . JIi i ~~i <3 ~ JI~ ] h. " .~ ~l~ ~ ~ i&i >- >- ~ m m J'~ ~ " .~ ~ u ~ W i!l'<ibo '" I @ e u 210 :a= z a: ~ 0 CJ5 I- en l- e :c (!) z jjj <: :c w <: z iii :::i a: ::2: w :::> I- ....J :z 0 w (.) (.) ~ a: 0: w <: 0 c.. Z I- <( ....J W ::I: en (!J :::> :c ::I: :;J :;J 0= ~ 0= I ~ SHEET NO. C5.27 205 o ~f1~ f:~~ m ~l:-~---J-~ --J-~ 01, I O! I I I I I I I I I j I I I 1 I-----------~ I I I ~I'~" ..L oj I 0; 200 EXISfNG GRADE 'I I 01 i ; , , I I I i ii, ; I ! I 1 J I 11\ 1---- --'----1 - , /" /" I I I Ir +~_~9_'_~_____I----J---~-r --1rl---LL-- 8"94 I I i1i I I I, ! I i I I "I II , 1 I I i I I! 1 i I I J I 1'1 I 'II I--t--+_. - l I I I I : I +,1'98.44 'I ~II I 'I wOT 1 I 01'94 ~"I 1 0, I 1:i;lI, i, __ I Invert .. 169.13 E \ 1 P S~ = 2+19.74 ~ ~ I r' - '"'l-- ~ 1 ' . '~~' I",. ..a'J"5. SER~CE I~ _ 1----llgA--"--~:i7l.'.-<"- ~----- ----4-- -+---~, ~ rf, , r 1 Ii: I i ~A - 2+57.' I B"X s" m I i ISTA . 2+75.041 8",4" WYE I I 1 ~ STA - 2+7S'0~. '.5" SER~CE , , I I I I ~1'97.69 ISTA = 2':~L.?Q...D4" Wl'L..-.__ ' __+1 T~ 2+'S-L{ '.5" SER~CE 01194 l , I ! I " 0' 'i ii' j I ! I I : 1 I I I I I I I I ISTA ... 3+25.041 8")(4" WYE I 1 I I ISTA '" 3+260 1.5'" SERVICE I I I I " ! ' I I ~__. ISTA = 3+47.701 S",4" WYE _! I \ I __ 1 -iSIA...!e..Jill.J~s:..sEll'll i I I I ,----n- ! I 1 I I I ~ I II I J ! rA = 3+75.041 S",4" WYE I I I I ISTA - 3+7S.0 1'.5" SER~CE I I I' I:' I ' I 1 1 I I 1 ' , I ! ll~~1J!~--.+IA..",,-JiaS'+8:~i:..w.lLl'-- -r----r:t' -- ---.fl------~A-_...'..."r-l,S'-SEWI1ct-~ o , I , I I I I I I I ~.' I I I I I I ! ~~~ I I I , 1 I I 1 g:~ I I I ..0 !! I 0 I STA = 4"'35.64 8" G.V. I B" DIP W ,~q:' B" DIP W Iii +- I J B'SAN I--------L--t---- - - .-1 --.~r;----.-;!!':. = 4+".~ 8"XS" CROSS H .." I I ; it ss 2 . ISTA'" 4+53. 6" G.V. ~:l: I' 'I Invert"" 1 7 70 S I I Sta ",..57.55 I I f I W I Inwrt '"' 1 7. 0 W c:::!::::. 1 gRim 195.96 1 ! I ~i~ \ I >> . I ; ! I I :' I I ISlA .. 4+74.89. a" G.V. I i \ ,.~,-. \ ' I I , __ ,. ,~'" I ! -" , I I ,., " ;N" I I I tnjg \ I 1 I ~ ~I'95.9L_~___-1___L_ 1----11 I ! ! 01'95 I 1 I' I II I I I 01 II! \I 1 I J ! 1 ! I ~ ~ I j ! ! 1 I' , I:: ,!I I II! I I I I 1 ,I 1 I I , J! r ----"\--------II----'-rl- - --[- -- --II\---II-------I:~~ ~E~:~~~~'~: I I I I \ i 45 DEGREE B~'O ! I I II I i I ! I ; , . I ,I I' J I' 'I I ~i'93.87 i, , n----..L---rl.------~ ~----~--.---r-.-.--.rl----..--- 01196 i! I=o! f I I I 01 i I I I~: V I I I' S *15 ! I I I I ~ II I, I I! I I ~ I I I ..n_n...n__.._ ,-- __J " ' \1.. ,I 1=-1~"'.'~~~"-F"..'-"'".-I-"'''"'''''''.'''.'I-'..'''~~9... ,,,'.." ~-I -, i! i \ ! ___--l..-_.--...l.__. .- -- ------ -.----- ..-..- -~-- r--l----I----r I '~ I I I I I ~ ~ 1 i 'I ill I 'I I' !sTREET I ' ~ i?'~ I 1 I I ii, l " " , , , I ' , I ! , I : j I , I I j' ! I I ! I 1 j [ I I I, ',' I I I I I' I.. ~ -_ -=;. _ ,.. _ II ,'- " ~, '_ ~~-Ti~u-t~----I~--t_i~--T~--I;-I~ . - . . . . \ '\%. <D o <D ()1 lIN o 0 o ()1 ~ I I I _~__ I I ~ I Is" STA '" O+32.VJO 145 DEGREE B~J B- STA .. O+33'~D 45 DEGREE a 1 o II II '"'" "0 < " 1'1:1: "'0 '" -; ~$~2 D U) q U) o '"==-=-.".-.;;;;;;-~ ...----.==.,,-_..;;;;:---- =--==-~-,=,.::;---;;;;--=;;;;;= ~r~~ONTAGE RO ~8 =- ~~15 ---- j---., IV-:- lD r Q Q /' / 4";> 1/'/ . DIP W [ r ~~;:---- I STA "" 0+57.591 8" x 6'" lEE , ~ ~ I\) I '-I ....c. z ~tz= ;:r: ~ \\ - I -1--- -,--- I I ' I P I I r= F - I- I- (Xl C 6lD -;r -;0 IQ 'lS 1\)(.) (J) a :0 -< ~g 1:1'" '" ~ w ;; l- ~I~ ~ ~mt.l \ ~/--;::::,p ~. /~;;-;:;:.:;:/ < " ' L ~;:.;. ,,:;;:r- ,,9" , ", A --------- " .... ~ ~ ~I 1 ~ '-IlD !--1lIllLI L-V =iQ -;=11;= ;:r:...... I-- ; f-- 'I <-<- IZ"SAIlITJ ,-/',. (f R,E. I.E. I ~ !I r-- HUSET PARK - COLUMBIA HEIGHTS, MN ~ p ISHEETnm HIGHLANDER. WATER ANDSANiTARU @2OOliilKBUPralasb\al(ng'n......c. AJlrlghllrea.......d. Thit;dt:amUllllbanmlrumel\alMnbandblhljl'qlorl1 01 6KmI Ptof_~d tnginnn. Inc., a'Id IIIii)' Mi blI uud eteople4.-ilhDlllpt\t:J'llri\hll CllIIIeIL BKBM ENGINEERS 5930 BrOOklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E"Mall: okbm@bkbm,ccm I HEREBY CERlIfY THAT nllS PLAN. SPEOACAllON, OR RfPOOT WAS PREPARED BY LIE OR UIlDm UY DIRECT SUPERV19CW AND lHA T I AM II DULY UCDISED PROFESSlOOAlENQNEIR UNDER M:LlY/S DfM: STAlE Of MINNESOTA rr i1\!, ~,... OIIE 11/05/C~ lIC, NO, 1i101 PROJECT NO. 04404.00 PRAWN ay su< CHeOK OY JWM DAre 12/0'/U5 ~ 190 185 ~ '--- " ~...---_._----_.__.------._---_.._---_..._~--_..~--_._---- .--------.--.---.------.------.---.------...-- n !!lW ,..... ~ ~ I~ .1 ~ I I 1J ~~ n W - "- BEG=- OH . 0 :!: '\ ~~ N = 1007 4. 2 E "" 5014 2. d ~ a ~ ......- "r~ ks" .L ~i I ~I 15"" !------- I------' 'I-J P= 7Y _tl -I I ~i I ~R I ----- " g '" \ ~ / \ ./ '--...../ "!'J. ~ PI Sic = 6+00 27 N "" 101384.38 E = 501493.61 I "" 9Q'OO'OO.R CIRCULAR Dc "" 197"34'1B- T <= 2.9.00' R = 29.00' L ... 45.55' I- .j:>.rn =r cr 20 -=n.-} -1* ;:r:o~ f-'- L--./ 30 15 0 I SCALE SCALES: ," = 3D' HOR ," = 5' VER 185 $ ~ :z 30 60 l' = 30' g ... 0 ~ ~ o ... g: ~ '" 5... '" ~~ ~ ;j~~~ 8ffiBlf1 e,~;:s .~ ~5B:;1~ 0....... < ffi _-'; ~~~~ ~ ~~~i~:'~ ~ ~~~:g ~ th~l5<~ 0 >-~~i5~~ ~ ~@iffi ~ ::!;!lllll'iS ~ W ~ g g co -o~ ~ ~gJ~ q ~~'CtT"""E 6llJ9~~ ~~~9@ ;>. --~ E ::;:JgMCO.c ~8.~g~ rn~Qit:.i:: g E 5" ~ m~i\:~w 1111 I':e I Q'.1ffi "-'ii~ "'1..5 cnGi H H i! .'" ~ ~~R ! IH B;]! ~ l.!!i~ i; 1<; "~~~ ~ "" ~15'O:' @> ~ i i'! ;'i H ,. ,. W m ,. " "" "' \5 D z or- :::2 :E en a: I- 0 :I: t=- el en W 0 :I: :z <C <C LU ffi :z :E ~ :::> a: ....J LU 0 I- U :z LU :::r:::: u a: <C l- e... :::> tu 0 :::r:::: en 0 :::> 0 :I: ....J ~ " ~ SHEET NO. C5.29 OJ 01 1\ ~g 6P~ ~~:.;,/' , .?..~ /;~~{'] /;:.:?;:.::/ <!JO. ,.' '?'~ /" r:?<'/'~/ ..;:;;7::;:::;;;;;;'" , ' ~i :\ I"":tl-lCQ- 11 II II Q ~ U 1"'1 Z-O J t;::BtJ~~:g~~~ t:t&&j:tl~~~U ,-- ~ ~~~~ I ~ -L I~ I N o 01 N o 10 01 ~ '-J [.,Ji'" gg + 195.36 PR -- 25 194 EX,~",~'~D GRADEl I G GRAOn--i- I I I I :1--11 i ' I : I [ 11 ' I I r----L---~ 11 0 ii- I i ! I I----i+~ 1 I I Ii' ;" 1 .---+ I I I I :1 I I--r- +1196.05 I I I II I I' I 01194 I i I I I 01 i -r----+--J I 1 I' I I I i 11 ---r--- -- I , i I I i 11-'---- ill I I[ 1 I I i I I! I I p96.40 ~ I ! I' I I 1194 ,--' I I I I I , 1 _,-__+___~ '" "' - #' " I : I ' ; 'I I t". I I ' I i ---,-YEt..E1B 36 : I I "I , II I ' 1 1 _8L I I' 1 I 011 i ~;i I I : I ' +,.", , -'I ' II I ' g" gl'% ___----' 1 ,; 1 " i I r---.--+------- ~ i I' I ~::. i j i I 1\ -.. __L..__ I ,,~ ! I II I I \ I ----+-1' ----- --'I-~~ ! I I 1 ' 1198.74 I I I ! 1199 1"---1---- i I i I I -1-----......-' Iii I I ~iI98.63 I VPT 5~A = 5+92.271 I' 01 I VPTE ' 0199 1--1 = '9B,BO g I j WC STAi - B+OO,32 0 ~ n~~ " I wo.-,,,.. " -- 11 I I ~ I I WT STA lB+2s.,2 ~I ~ ~~ , f-------- ___I _ ~ ~ I WT EIll- '9B.24 ~ i I t ___..__A._ I I 0 I i I ; ---- - --1--- I I I Ii: I --1 ----I --- I,' I I U +1197.61 I I I I" ~ l is 197 ,-----!- I I I , Ii' I I ' I I --j-t-- i!---1 I I 11,:11 r! -y--_ 1 1 , I I I,,--Ll I I I I I J I I I 11 ~I_~I ,.0 "" m,. I I I 01 1-----------+---,,0 a 01'96.6' i I I I I I r-~-,---~-I 1 I I ] I r ,-____+--_J____ ['==j=' , I i I' I II I r --- I' ~-,...._-"""'- , - - I - ~,~,~, ~ ....,.."'- I_II I I I I I" 5.00<_ I' - I .....I.;J&:~~ml I ~u _ I [ I' I r~ ---<--{'" --r F'- ---=,. -" -<----6- ' I I 1- f--- ffi --,------ ~,~,~, I ' L-- I H _-=--=-_._I~ \ ' -----<- -I- I I -r--- ~- - - --,----,- ,-- "~ - , ----<- , I 'I' , ,- '" ~L ' ' ]! \ \ J;:.--__~.l':l'etc cULb --- 0- I ] , 10 ,,\\ ~r ---=-==,,;;;;: 01 I 1-1-----1 ' , - I 1 ,'~- - -j- I I I 1 I - I i I I' \:~ I I -+ I I (-" ," , ,-- , " \- i I II I I --i--.J fj 8 '\ ~ \ I I I I I I" '< ' ~if-l- I I I 1 ~ ~ ~ Iii ~ {' \ 01 I 1 __L--L. I I " " > 0 < ' I I i I I --r I 1 I """ ,<'I \ , " _ I q_ ~ V' I I I I I I I I ;---\ h" ~$e-z ?l' I ! I I I I I. "[58 ~ \ I----+----..J--.J ! I II __L' - ~ ' , I __ i I ! I I ____,___1.__ I I: OJ. ~\ \ I ' 1 ' ,_.--L...--.L 0 /' I' 1 I I I - ' , 1 ' : ' i I I Ii 1 Ii' ~i ! i "I 1 1 1 ~, ' i 1 i' ' +______, 1 ii' I I I g _----+--~-l_----I---j-J--J----L~ to o .' e~ ~~ $(~c_~ /// ~,,/ 'V' ,,/' ~. 1 ./- '\. ..."/,,,,, // :;::~. r::; 01 OJ 01 to o PROJECT l1TLE HUSET PARK _ COLUMBIA HEIGHTS, ~ I SHEET TIl1.E LOOKOUT _ CENTERLINE AND STORM...LJ @2005IllCBlProtfuionlllrn9"'w1.m. AIIr!qlll.reserwd. 11l1! d<aIrn"'llIanln.lsllrl\lnl~.....uIlllll"llltl'f"ll.ly ~1 tllllllll'tcr....cnal En9n...... ..o., ~ m~, nel he II''''' creopl4:! wllh~l ~rlor ",lllen CllIIJenl. . 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY ctRTlfY THAT nlS PlAN, SPEOFlCAnoo, 00 REPORT WAS PREPARED BY w: DR UNDER I.IY DIRECT SUPERVISiON AND lHAT I AU ^ DULY UCENSED PROFESSIONAL ENGlUEffi UNDER lHE LAWS OF THE SlATE Of tAINNESOT A -~t I;~l. ii/a;:.!.,... ~ DAlE 12/05/05 lit. NO. 19161 () 01 c.u o DRAWN 8Y SLK CHECK BY JWM OA IE 12/05/05 PROJECT NO. 04404.00 ~~~,!O~:: ~ ~\: ~~I ~ Tntl/{!)S Fh!UI I CD ! I 7n7l0'5UIIIIl!l~. ,. 8f1tll1(.111 C:lly Ccmenu' 1,.1I)5.0&A\5~2Fln.1lfl\jl / ~ 7~ F"""" CXl o CXl U1 r::::' o 1 ;Jr- . ' 0\ I i II' ~~~5 ! ! I ~~r.I ! lii:~. I I I I[ ~~ I I' 1.____1 I f ~~ I I I i-r---------------UL-i---r- i I ! I I i ! i i I I I I 1 I I I I 01 i . I ' ' + .191.25 PROR05EO GRAOd L L ~ 2~r4 EX1Sr GRADE 1---1 ------- - II- I I ! I' I I[ I I I =1 II ' I I I 1";; I r-1-- -II--~r h 1 I II ' 1 I I I 1 I ~i ! ! ; I II ;1; ~_!J.2. 77 -----I-------L-.-- - -r i.: r-!- 01194 ! I - -;-~"--r-- 1ir I-- I I i ~ I I I i I ! ~ I I i ' I z ' I I I E I I ~--- 1 ._l___ "'[[J---- - J \ I I' I . 1 I ~li194.29 I 1_ 1=== 81'" I I ~- 1 1'~1:-~--J""',t-,-,'H31 1.,__ I 94 Invert ::; la4.2J~ i t""" - 185.21 N I I I 1\ \; ~01195.36 I __L__ Jt orT I I I 1 I ~ I I L , I I L__-l___J 1 ' I-- Iii I I I,""", - 188.10 S I I Invert = 1 Ba.aO w ) I I Invert = 166.eO N " I ~ I 1 +119605 I I 01194"---t---------I--------[..-- 01 I 1 ! I ' I I 1 I . I I , I I 1196.40 I L__ 1'94 I 1---' II, ~ J 187.70 S CJ\ lnvflq; ::; 187,70 W + 197.23 ! 81195 I --r ! , : I ! I I <Do m. I; -Pi,j I i I 1,1 1 ~ &:~ I 1 ' I I V ~ I l~:74 --J-----l----r I I 1199 ! 1 ----- ----- I I I I I ,I I I I I I ~ ~1198.63 I I I IIIR 0!199 I I ----'I----Jil ' 01 I I III 'I ! ! J II I I I II i I I ! I I ! i II ! I 5T1- 6'40.31. ,ok WYE U H I i 5T4 "" 6+43.31, 6~t4" WYE H r- r--~---i--f-ll-ft-----t- , , , I II rl, 1 ! i H-! I' ! ! : I II III j I ST I "" 6+6431. a~~4~ WYE f I f LV I ! ST~ "" 6+67.31. 6~~4. WYE II R ! i! I --...jl ST~ = 6+95.61. a"~4~ WYE J f1l 1 b Hlj:.?-t~.....~~~-~.~~~~~.~~"~.~~_-~--H--!..-.--FlL.-.--~__.~_._._."_...~_H_ o . I 'il I tU , ("9, 80 / ~ yr.;;J <<<11' ,tzN I ~t W 1 I :JC}t, I ~ .. I--Il---..- h 111.---- l- = ~I-L Q I Al:I01$ ~ L8#P l--- ~Ip: OJ C -Z =i -I .,.. ~mJ~ e m~~ ~!j !j~ I~ Al:I01$ G - '1+1', 98# It)1 NVS Oh"LS' I h rlt-+ I--' H.-L.L 0", III' HI I~I I l~nn rH=b+~-~--- .~,H I I ~ 1\'-'1 .0 :!! -rt Yl- E'18S-+ Al:IO. N o U1 Co:> ~r )> ~ r 01 m ~ ~ Ul ; =(') 0 II II ~ (J1~ gt ~ -:; < "':I: n~Co:> ;Uo ;U c.:> 0 q , N 0> 0 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERnrr WAT WIS PlAN, SPfOflCAllON. OR REPORT VIAS PREPARED BY ME OR UNDER MY DIRECT SU?ERVl900 AND THAT I AM A DULY ucrusro PROfESSlOOAL [NGlNfER UNDER WoE lAWS or lHE STATE Of "'NNESOTA .~f !tJ.1l!au" if O,~ 12/05/05 U~ NO. I"Bl I ~ ! I r- 'M HUSET PARK - COLUMBIA HEIGHTS, MN ~ lSHEETllTlE LOOKOUT - WATER AND SANITARY 1 I @2l105lDa1l'rul.,,","rJE1igkl~...lnc. NlI\;hllmllWd. ihb """""..,ls "" lnslnnn..,\ D........ Dnd Is 1M P"V'D'ly Dr IIKm.l PrDI=:tiongl EIIgnttB, !tI~ lI1d mDJ' ngt N ~u" lit' ""!lied wilhwl ptll:r 1lTi1l... amenL BKB ENGINEERS DRAWN BY SLK CHECK 8Y JWM DATE 12/05/05 PROJECT NO. 04404-.00 S~O~.eIPre1.Ptal! 6tl51ltl5 f"h!ee2 Prel. Fla ~ Tn0M'/5 Fhaull CD I lIm~ UWI~ Rlw. I 8M:llteS City Ccrmen\t 12.,".0SFl\ue 2 Final Pl4t ~~5 F",OI :~ ":m ~1j ~::l I ~'~o II ~ :'r.. I ~ :'.;:' -= ~/ 1.'- ~ , I 1_1~1_1_1_1---r:rr-1~ FI-I-I-I-I-I- 5""00 )> j.. r-- # - :rf'f-.t.-R;,\;-<-.;:....e~.... < _~:.!~<__<__._<_c... I . I ~ I '( ~~, 'I J~ / \ '-I~ ,. / cO'" i ~ I ,I / \ ~I' --- R.E,...nJ7.15 J ~ ,i ~%, 1,E.N.""lB':,~~ I ( 10____.........-' ~.;.). j,E.S.=<18".;m I ;tl i 0 'J- \ 1.'E.W....18U;~i b' 10 \. I ~ \\ '\ I \ ' ---rl \>\ I ~~ '\ \( , . ~.A \, ~ \, ~\ co C ~lD -Ir -10 IO 1* (.J "'(.J (/) a ~ "''" ~ CD o CD (J1 N o o N o (J1 '::l o , I . i 1 lnve~t = 167.70 S (]1. Invert. =< 187.70 W + 1197.23 ! ~~r5 1------ I I I i I ; I I : ~I , 1/1 ! I ~ ' I i I 1;/ ~I! II II . I I 'II ~ ' : I I II! I I I I STA "" 6+40.31. 8Ml(4" W'iE .'-1" I I I STA '*' 6+39.31. 1S SERVICE I L STA -J.:~~~~.y,E__11-[J____-+--1 I Jl f-- STA t 6+44.3'. 1.5. SER~CE 1'1 I ! iiilll I II~I I I- II ! I II I I I rl I 1 , : I II ill ~ Iii 1 ~ I! I I ~ ~ . STA.. +84.31. S":w:4" I ~ Sf A S+83.31. 1.5" SERVICE sr...... +S7.31. a"x4" I Sf.... 6+88.31. 1.5" SERVICE ~1197 61ST;." +95.81. 8.l(4~ ~ STA I 6+94.'0_ I.,.ISER~ce o 1~-- 9&-6+I-a!1" ---1~ I ~ 8+99.60 . "" o I II "0 1 II ~ I ~ I I I 9 I I I STA =< 7+] 1 gox" W'r'E1 U ' ~ I STA ... 7+27.31. 1.5" SERVICE r l-;;; ; ~;,-;;~~l RJ ____: 1_ j I E: I f:r:::~IE~ ! I STA = 7+51.31. 0.,4" WYEI n H ~ --I-----I---sTAII7+54.:i1.1.5"t~cE --l I I I' II I I ' i : i Ii, I [ ,I ! III I ! I , I r I H I' 1 I sTLA i7+66.5'. 0" 6" WET TAP ~I I I' I 1 81 I -r---1- ~;II -. --~i -- I I I I I -j- i---L I ' I I I I I I fr!' _________.1___________,1___._____ - I I I o I -----t., o[ I ~'l'F51 I I I ' I' F'i!OI I I mz I I ~~ I ' I ~> I I I ~~ I I I , I I t;l1j I I I f---1---------+::l I I ! I I I I ~I : I I I I I 81 I \ I I I I I I I I r---~---II--II--r :::1 I I I 1 61 I ----r----I--+---I 01 I! I I [ I. I I II I I I J I [I I [ I 1--- +----~II----~---t---~--t- I I ~ 'I I, I I I I ' I I i Ii! I I I d ! i I i I I I + ,,___ __ __,_____________~ _ _______,__ ___~-__________L___L______L----L------ I I , I -1----tL- o g: .. gj ;; .0<<:;;- ",o\r'-~ ,~$t\'V (f3~~.~ \ k,,, \ ~ \ , :\-/,_ ._ - - I V /'V ~C''"~ // ~jj;;~~' ~"_ n ~g .: 'n~" ~I tm=-t \ '\-I"""""""'~ \ // .,,--/ ti@ 6" DIF W -...J (J1 CD o N o o N o (J1 '::l (J1 I ! Co) I C1J 0 0 I )> 01 ~ 0 I II II ;e: tnCA~ ~ cp -D-- :z ~q," -: < u I "'I Co) :;00 :;0 C,.) 0 q C1l I I I 0 I I o o HUSET PARK - COLUMBIA HEIGHTS, MN ISHEETTITLE LOOKOUT - WATER AND SANITARY 2-.-J DRAWN BY SLK CHECK BY JWM PROJECT NO. 04404.00 ~~~O~~UClI Prel. Fl.ui '&~IM1'J ~f!J1FreI.PIa\I. , mOlDS PMtel 1 CD I M1IDS ULlln~~. .1B/ClIt1l5CII!l~I! lJ-0S-05Fhu42 Final Fl.ll (") 01 tv I\,) PROJECT TITLE @) 'ZOOS IlKlJ,l Pnlfnslconcl E1l~In=n, ~ ....rlghllrewvad. thltdaarmcnlbllll inllnun....t ~ ardccandlt Ihlpl!llllltr :: :: ~~~~ r:r:~~t6 mQ1 nQI bo lIItd 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phona: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEllEBY CERl1FY nlAT lHIS Pl.}.N. SPECFlCAl100, 00 REPOOT WAS PREPARED BY U( OR UNDER MY DIRECT SU?ER~SlOO AND lH..\! I AI.I A DULY UCENSED PROfESSIOOAl. ENGlNEER'UHDER lHE LAWS OF THE STATE Of MINNESOTA ~"{ II} 711a#.c.-' DATE 12/05/05 DATE 12/05/05 uc. HO. 19181 ~u ~ ~JI! -~3~ SS ,22 ~~29 ~O I T I 1 1'231' 1 I ~5- +-+- - - - - - =+=:;] - -j~3~ - -- "; ,rO" g- '\ j ~ I k- -I :: i :: ~~l~ = "I:~ i5tt I ~ II"--J 'I == ;1\0== ~ II' I ='1 = hE!L 111 11= g i[j~1 ~i:'= ~ nL~I'~U!I(~ 1 0 "H "202. / ~ I 1~5 0" , <0 . T' H~02- I END ~ B+53.60 -..,l AN .... I' N ... 101028.01 a - ~:m: - ----' . ~ J 5 89'52'10' E I, ,1 E = 501718.36 0/' . ...., 8~, 169.60'. _os ~2 II PC Sta _ 6+79.75 PT to'" 6+Bfl.22 1204 ?'\ I ....~'II #' \~'I J I ';" ~_ _ -"-.. ~ ~-"r: ~ W rr~ II I I I ~ --1,-- ~r-- ------ L~:~~.==I~;::..... -11-----------1-- _n___.___I____'II___________+-,' ----.-1 -..- ~;, ::~A==I~:.;::L<N~:~~:==lf:.~~61 'I 210 6: ..... 1 "" -0.56" I ~ 91 "" -~.9~' 91 "" 2.0 I II '=-092'; I I I g2=2.00~ 92=-=i.4:l% ::: I I -- t~-J.- I'-"L~'~ -r:'"~~r ,'\.i....-l..- ,;-T~ .~1~ _.~_o. -r: I - I "I I ,- ,~~r-[ ~-;r -~- I 1 I .""- 1, - I -092%: 1J~~ I ~~~I ~H I I 195 ~ ___ -l! I-~ I -- 1--= - -: - -- L... :-i - ! 7 Qo\S.;:J"Oll%...:-j -,.J ~L-~+-+==l-~~t-'~~1'""---t~~-+--I-~--T--+- ..1- .,,,,,,L~,"., I I i~~~ ~ t.~=r ,::: l---i-t--'r---'-I--'--'j- I -.T-l---T--.-I--~IL------T'--.I-~l :1: -.---- ~ '1---t-.l~.-~1----\-.--t-.------l...-..-I.----I.. .-.---t'--~l' . ---- 1---- I . "-rJi0ili 1-----"'1 ~-'--II t"'---l'--- .i .-----11------------: ---------- i ----------~[I---t-._.t- '---1----;11--- ~--.--:~---------1'1----..--,1 ~___L____ ~L__________.L____~I~ _____L_______J E _._____l._________~ ~ _____________J._________.~li___________J___._____ ~ ~ 1_ ~I~________L________~ 170 -HOO 0+00 HOO 2+00 3+00 4+00 5+00 6+00 7+00 ~~~ ;2JeA ./~36 _ ~ 50~a~______ ~-_____ PVCSM______ X'I 'tl 'I 'I 'I 'I ~'7JI 1 1 't' IIi" I I 1 I' I 1 I #'Ill 1m I~ i~ oa., ~ l J l J II l II T l J II II II ~~ 5 I ~ B~PVCAN .pvcs ~ - ~ - -- e'~ - - - -7-J!l~ - - - ----roiPlY- - - - -C8~'- ~~~ I ~I'i ~ - ~ ~ ~[ N ~ oj I~ 30 15 0 30 60 , , SCALE l' = 30' SCALES: 1. = 30' HOR 1" = 5' VER PI Sto "" 2+31,96 N "" 101037.93 E = 501082.32 I = 90"OO'OO"L ORCUlAR De '" 00'00'00. T = 34-.00' R "" 34>00' l '" 53,41' \ " n o ~ " "- o z ,......., ,......., r-- E.N.W.=188.82 I ::.E.=1l:Ui.67 - ~ l-tl :HJj-J ~ l-H ~ :JC1!L SLOG *12 - 7 UNIT TH SLOG *13 - 7 UNIT TH z : ~ 'ig en "- I . ~::C ::q~ l::: z :::> IX) I <;t * r 1 II r r r I [ r 1 ~ 11 r II ~21 PI Sta "" 4+83.19 CIRCULAR ~ : ~~g~~~: ~e~= ~~~:,18~ ] :: 02"25'OB'"R l "" 8.44' 1- CJ o J:ffi ~ PI Slo ;;: 6+84.00 I----- N => 101026.39 E:::I 501548.76 I - 02"25'Oa-L SLOG *16 - 6 UNIT T.H. SLDG *17 - 8 UNIT T.H. ~ = Hi Jti Hi MH ,2 aA 12 J-A Jf[ J-R -=Bi 121 \ ~ " ---: f{l.. . -..~ -:p TSto'" +.8 1 I ---!- I I I .~ 1210 I I I sS.J17 1 II I 1 1 55 16 "';oa e" PVC-SAN. ~E 6" D\ W -f--- "\ i< ~14 '-lPb ~to.. +78.961 PT Sto "" "'-8 8" P~SAN 5 B72~~.~f E r-+-.: -~~11 8 PVC SAN 8~ DIP W '-- ( '" 15- 51 ~~ ~ 1\lililiS ~i~~ i ~I5Eii!1~ ~~;~ ~ FF_~ "'- g~g~~ ~~~~g \j!:.!e;:;;!~ >-;;l:Ii'IIZ m~~~i ",li1iil!l'iS a. ..... ~ ~ ~ g> ti' ~ '" U; '0')' !5 ~re@ q ~~9NE, OZMV:3; ~~~~@), ~r.r.i(T)vE -a=CO"':Jl e8.t::.tT.n rnmCriC= ~.~~~~ ffi~(Lu.UJ' f= [. ~ 0 Jig ;;:- .~ ~ 'Ii' , i~' ~ . i 'it .l' t~i I"!H! ~' ~ ~ .. i~~ > > IH!! !D: tDl II €> z ...- ::E: :::a: CIS a:: ~ 0 :c l!- e:!) r:J) jjj c :c z: <C <C iD w :2: z: ::::> :::::i -J a:: 0 w 0 E- z: W ~ <.> a: <C ~ a.. tu <'C C CI) a:: ::::> 0 :c ~ :;! '" ~ SHEET NO. C5.33 [~ ~]~ ~ ~ ~ rn rn ~ o ~ 0 ~ 0 ::: 194.68 PROP SED GRADE ori94EXIS1]NG GRADE ~'" I - -- ;:J -I I I I 'iO~ ~I 01 I ~~ II ~":~ I I In: !l I ~~~ ~o > I Uo""", Mno1k I c'n I I l~ 1 ;~ ~ ~ ~ ll~ ~I ! I 1 I MH 208 ~ I PlpG 208 ... 18 81 c:c:::::z::.,1 ~ Sta .. 6+34. 5 en PI e 20BA .. 167.52 .- ! I PI~e 210 ... 186\61 l I r Rim Elev IS 1 ~.64- . ! I ripe 240 .. lllfl.95 I 2~'S. ~ i II-----r------,-----[ -. ~ I --rl- .---- 1-r;-~~--- I I I ~ 0 i5 ;zgo_~ I ! . I g a ! I ~ U ~t N ~ +1 \ l i \ r ~ [I' ~1 I ~ e~ 1 ! ! i ~ a ~l C l I i I 'I' I." ~ I II '" II 'I -......II . i ::0 f'Il +1193.18 I I ____..._......L__.___]l LL..._ I d 01194 I : I ',I I g~ ~ oj I ! 1 :p';G ~I I I ~ It tIlj ii' I ~1l mol I "511 I 11"10l OQlaJ\,] I ~ Mf4 It J .....0 p!Jl hJ::D O. Z ~ I I I~~;;;~ I 1<'6::; I I I I ... t I I' 15: ~ ~ E -I " :; II I I t ~'g~! 1 ,n 'o!.... I I i 1 \ pr~ 205 ;". 1a6.S0 I "'H 20S! VP STA... 7+44. Z 1 1191,99 1 lPrpe206~18:a03 St =1+45.9t~=lq7in 1 r193---r:;-~-~-:;!....,P..-20"-Ulr.5<J . R'i E"t ~ 191.72 I I I I I !ij ~ - "'''' : I I I 1 ~ U 11 ~ ~ lprpe 203 "" 181.44 CB f,03 I I 1 ~ ~ ",.. Plpll 204 "" 18 .73 ~ Stll '" 7+.69.31 ~C') I I ~ I< ~ ~ ~ IPlP' 205 = '+4 E~~i I. R''''I~''I.- 191.30 I 1 I1II III1 I1I1 ~l\<m 1- 1l I g: 0 ~ I I ,,'6" tl I M" 202B ! I I I I 10 to' t.l 51",7,+94,61 I ;::: COl . iON p~e 2028 .. 186136 1 RI~ Elll\! ... 191.85 V?T STA =z 7.+94.92 I ~ ::I: + I!J~~----r! __._._._--;'f!.~..:._'.!'?_~?__ --. t- .1----1- -', lleJ'-i'l92'D.4 -,-------, · .1 0'1193 Pipe 202A.. 186\30 ....1 UH 202A I I .. N:E "'- 0, ! Pipe 2028 - 186J30 "'" Stell". 8+05.17 L.. ~ I I i I RIm' EIJ.... "" 192.22 ~D STA "" 8+1';5.16 I 00) I 'I ' I I ~z!i! \ I I I I I I ENOEL"'1~2.47, 11"1101 ~ _;t: I I ~rpfl 202 "" 186.12:3 I MH 202 I I! 91 gi5l1 9 I I PlI" 202A ~ lB6l2J I' Sir - "t27..2 I .-f' ::ill'l' '1l'" /':-=J 1 ---I -l===j= 1 I I ~,,,"r -1- ,,,., I " "=,--~~~-~..=</ ,;; - ""=j"'O' REET' t: I ! I k:B ';1I! i ! I 1 1~~I-I-I-l-llIl f-I~l I 1 I 1----r------T--------e@-'Jfl---------T-----1-----T~- /-;:;>t.'""""- -:.-- '-";: ; <~~ I i I I io q : I:J I 1 I' I k""\\ --- - __ __....':___________10 I M \j I I I '" ~ - I I I I --- .._--c~:==-.--- ------.----'----.-.-~ I I i r""" I ill i I ~\ ..."";?";:"';;;:'~'~":.,.-- ""~==c;=o"'.;==;=;=;~==;==""=;==;;=;====.b;=; col I I ' i I' ;::?,... +1- 1-+1 o ~z;e~,:us r;r;r;? o $e~Q ~~~ I ;;j~;oJP.I ~~~! 2p:l """,,-1 -..I"l-..lto I ~~ ~5J~ ~~~~ I' I L~g~~~~ ~ 1 I I , ~~~~~ ! 1 I i Sil!ij~ J. ___*._., "__ r------i--------T---j---+---I ---I r I'" \, , " I I I I I ' " I I! " "'- \ '\ I I I II I I! [,:><\>\ ~~~ ~I I! I I I 1 -J r \, \ '" Co) 0' I I ~ . \' CJ) 0 ;1 I : j---i----\----r-. '. --, \ \ <\ ()~ 01 I ! I I I \ \:" \, \ f:. 01 I I ' '\ \ \\ m I I I I I II \ \ \~:~ ; ; ~ 0 I I ! I I I ~ \~ \~ ti!~.~ ~ Iii 1 I r. ~ \ '\ '\ ~I I ii' I II I I I K\ "" \ \ \\\ U 8 ~ I I I I '~~\\";\\ 8 [-----r------j----r----j--- --'f1-' .. ~ \ \. I 1 I I I I \ '\ If! \ ,\ " . I , I I I I' '\(" ~/ \ '\ \ I I I I Y \\ ' 1 I II I 1 ':~ \ ~ \, \\\ I--I---r-r- I I I \~\~ \'~\ ~I l I I I '~.. \~ ~\ ~ \ ~~ ! I: Ii' \ \::r~ ' \\\\\ 1 I I ~ \, \~.t- \\ \ ill I I ' \'- \ \;: . I I I I, ______ _L-_ A "h '\\ ~ \ \~~~ LNIH1 I I I I t--i' ~.. \\ ~~... .\ /<-_......~ 8 I---i---j---r--r---- I \ ~~ ~~"-\/ ~ X I j \ II I I I' .. '~\ ,\ /V: \ I j I I I I ' .. \V\ ~,.I~/~ \ 1--' I I ~--- I t-i- i \ \\ \ ")(/P" \. \\ \ \ I' I I I I I I I ' \' iI \ \ '.." I I' I ~ ~ ...-/ I i I ~ -~~-'i\ \ /" ,,! I I I I i I I ; ;~: \ -i \ v 8r~----ll=------.I=-------I:~----I=:----~~--I::---1=--:-1 ~ III .\ \ ~ ~ rn ro m woo ~ o ~ 0 ~ 0 ~ 0 ~ 0 co ~ 1'0 o o 1'0 o ~ '::l o =7"11 ~il IJ. ~~ " N 1--,,-+ a" DIP \ 6* DIP\'" _ _ _ _ ---;:":;:0 f----- ;j ..~ F s. PVC SAN HD. ~ Cj,~t:it; 'mlO..,.. g PC Stc =/6+,,,,. kJ u ff~ ~ "-----/ $ ~:2 ~ ~~ ~x /' (") CJ1 tv .p.. @1OOS!lKBl.IProII'lUorlalE:10ileen.lne. Mri;hllrn~ Thisd=m..lit~nlntlrumll1\crW'ril;.lIndIIIhIP'l:fler1r .1 11MBIll'rnr.uicnalE/lolrJ"'., "'e....,d m01nl1l bfun4 llfccplsdwlll\oulprkrnlll:nCOlnnt. 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843.0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com II-lEREBY CffiTlFY mAT lHIS PWI, SPEC1f1CAllOH, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION MID lHAT I AM ^ DULY UCEHSED PROfESSIONAL rnGlIiEER UNDER tHf. ~ws or lHE STATE Of M'NNESOTA i)..(- /IJ ?7/tJi,.".. o PROJECT TITLE HUSET PARK - COLUMBIA HEIGHTS, MN I SHEET mu: KORDIAK - CENTERLINE AND STORM 21 DRAWN BY SLK CHECK BY JWM DATE 12/05/05 OATE 12/05/05 UC. NO, '9161 PROJECT NO. 04404.00 .ry~W,;Oi!ii.",Pr.,."", .i/~S FnlI81Pr"I.P1al!.. : :~,:U:~e~l, I 8Jel~S Clt~ ~lo 12.0S.0Phua 2 Final Flal N o (J1 ~ o '--I 1'0 + 01 I 1 I O!'f>z I 1 I I 'f>z 01 I ! pi!=F~ I i :nF~ I I :r 1'1 ~~'" I (Tl,-1 , f11g1 I I ~I ~: I II' I I ~~ I ~s I rrllJl I---l-- ----P1~ll--r-r--- I I, I I I j I I I I I I I I I I I ~1199,50 PROPOSEO GRAOt I ' , 01201 EXISITING GRADE i-----I-----r-----j 0' I I " I I I" I I I I I I I Iii I I ' , I I , [ 1 \' ! I I i ! I ! I I I I--l--l---T--l- 1---11 I I I I I I ~ 1 I ! I I I ~ I ' I I I Z gl~:;"'--r+I'-- ---i--ii--t--- ~ --I--~ I I I I ~ I I I I[ 'I I I! 'I 1 I R !' " ~, I I I ' II! I I I ~ i--I-I\ ---11--'- r- ! i ---I I i I I' 1 I I ill ! ' F ! I' I '! I' I , i I j "I I I ! I I I ' ~119B'35 i l__L-L_ ___ I L_~ 0199 i !' I I I I 0, I' i! ! I II I I I ~TA ~ 2+1.,79, ." X ." TEE ~t ' I I! I ~-2~.~r~ ! I ! i ! STA ... 2+28,t8. aN x 6" TEE I 1 i I I I I I ~-------f---------r~~-~~~-f- - ----!~1~~~;~2--+------f--------1 5 I \ I I I i I I I 1 C,) al i I I I ! I I ~ I' ! 5TA so 2+7a.8518~1I4. WYE I I iTA::::: 2+77.921,.5" SERVICE '-J 0 ; I I' I I C,) ~1197.44 I ----l----- I "--- _ 1----L~--- ~ I c;j 81'95 ~TA" 3+02.49iB"lC4- WYE . I iTA" 3HI151 r.s- SERVICE Z _ \ _ 1 I I I I I I I I ~ ~ i ~rA == 3+29.83!8"1(4" WYE I :!! i I IsrA .. 3+28851'.5" SERVICE ;It - i I ~' I :: ! 1 I I '" - -I I____J_ _---1_~ _ _I '_ 1_ _, _ I 1, rTA ... 3+52.49 8.~4. WYE j" j , I ---rr^ C3+51.Sry:S-S~CI: . :' 1 tl I I r, , I I I "'! I I I I ! I ~ 1 ! i I I I 1 " 1 , I ! ~ I I STA = 3+79,83 8"114- WYE ] ~ il i 1 !:iTA::: 3+78.BSllS SERI;1CE , 1 I I , 1.1 ' , , I PI' I +1~.!1~?.----J------k----------rl ~J--- -117-----I--~--L---L- ~n 0\194 !:iTA '"' 4+0J,4J!8'X4~ WYE I rTA '" 4+02.46'1.5~ SERVICE Ut 01 ! I 1 I i I I 1 I I I , I If:,> 9 I ,[% I I ;;; l:l~ '"OIPIY I I IV ~l I A...4+40.B2BnX6~TEE ~ a~PvcsAN ~;E;: a" SAN r..,-..--tTA74~5i8Bl"a;~Ym:-- ~ i --'---i I ~ I ~~ ~ i I I ml' I I I' r ill ' I I I I ~ i i I i ! 1. _ in I I ! 1 ! rTA "" 4+77.4918)(4 WYE 0 I ! SS 17 l ~TA - 4+76.5111S SERVICE ~G I j (ovcr ." 184.81 E I I Sta '" 4+83, 7 I ~1 tf I I lnver, '" 184.91 W j RIm == 195.6' I (J1[ ,I , I +'~-L__.J._ _ __J :31194 rTA = 5,0""11."," wYE I III I I' - I, ! I~ I U . I L- I -'___ ; I ' I I ~ I I ~ PiO I rTA - 5+78.3218-)(4- WYE ~ I ~! -J lTA - 5+77.76 is SERVICE , .. I m.. \ I ~1194,6S 1 _1____________ -J-~- _ _ I 01194 I I STA, .+04.9. ." G,V_ 0, I I I i I I I I fTA - 6+17_9. ." , ." CROSS I I 'OW" - ,.',,~ E I 55 \. I I ,I ! Invert '" 184.2~ W . Sta ... 6+2778 ' . I ~~rt=l~N !. ~ I c=:::;::. ! RIm = 194.93 - V? - --------------------, I I I P~ I I l I L____ -- / g.- ~~~"""'=-_""-m'...-I~~'S"'.:O 'I' ! I ;8 I I TA == 6+48.58 aN G.V, I ~.//' /;::;:,---C" 1---1 - 1- ----l--~~ i--~--i----Y--- 0:0 !- -----~--.........----l..:.....-::;:;;;;;;;;::-.;..-' ~~ I ' , I on I II I I I, I 1-' I-'~' ,-,-1- -,-1-1-1- I 1 "0 ! In 00 i! M! I I i I ; <+C-rt-~REET"" , <- , i "I ' I , I I ~ ~ ~ n \:) I I I ! I' -' I 'I' ,----'-------------- I! <:;1 I I I I \-----------"----" '~- -------- ---- I ! I ; j I ~'"~.______._____1=- '--I' I I ' I, I + i!_~~lL_L_______f------ ii II -----J--- __I______~-------L--- ------ :3\1~4 \' ~ 1 ~ ~ \ ~ 1- N INN '--I '--I ~ ~ ~ ~ 0 0 ~ o (J1 0 (J1 0 (J1 0 (J1 0 (1) o )> r m ~ Oi E ~~UJ ~ ': (') II II ~ m [J1UUJ ~ a" ...... r?i; n'" ;;00 ;;0 Co) q "----/ $ ~ 2: o Co) o gj ~/~ ft . O1P W o .96'lEl: KDROiAK """'" { t , ..;;;. ,-- -- al r o (") I I ~-- I I' ~ ~ 0) al r 0. C,) ~ ~ l\:) 1 "-J -C Z ~II ~ me I -e~ ~TI ~ I ~ 0) cO) 2:':~ -1- -1'-1 'T ~ !li I ~I L-- j- ,- - 1- ~~ ~ I-----" I I \-L D s= r: I- p 1= I- b 1= II- I I I- 1= ~ III _J II- * M ~ t r---- HUSET PARK - COLUMBIA HEIGHTS, MN I'HEET TITLE KORDIAK _ WATER AND SANITARY 1 I DRAWN BY SLK CHECK BY JWM DATE 12/05/05 I HEREB't CERl1FY lHAT THISPLAH, SPEClFlCAnOH, ~ REPORT WAS FREPAREO BY loIE OR UN1IER MY DIRECT SUPER\1S1llN AND lHAT I AU A DULY ucrnsrn PROFESSlCHAl rnCIIlErn UNOER TIfE LAWS or lHE SlATE or MINNE50TA}-{ /11171!i<." d DATE 12/05/05 Uc. NO. 19181 () 01 ~ 01 PROJECT TIllE @ llm eKBM Prllrt!$b1~ Engilttn, III;. All righlJ r1KMd. Tbil~lb...InI!I\IIllerlIQ/ttl"I1co....dlolh_/I<<'IIII1' Qf IlKilUPnlI.sslcnalfrlqllurJ.1rIe.. (lldmtllmll bl ~ud ...~icd,"IhClllprklr'OfiU"'CUl'enl BKBM ENGINEERS 5930 Brooklyn Boulsvard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com ~ OJ ()l N o o ~ '!l!E --.j ()l 0 PR POSED GRA E EXI$TlNG GRADE I I 1 : tnllert ... 184.13 E ~~~::t I I I 1 I I I I ' I ' I I, +1,93.18 ! + ~~ 81194 1- IJ. ~u I I I \ ISTA - 7+24.71.. G,V, ~ ,Lrt _ '.0,79 _ , H'sTA ~ 7+3056 ," X.. TEE Invert... 181,00 ~~~~t:~-i~l' ! I I I \ ' ; ~ tB I I II ~ m~ ~~ I I I I" 1 ~ ~g a:~ I OJ i 1 ~~::s c:::::::s j 1 :192.14 l I ;.;>0::0 _.J__ _ _.__*_M_ -----**...;------1 6111ii3----~i--.--~..-rl- ;--"-~~-~-~i rl ~ t'" ~ r I i o 1 ,,1 i"~ "I <n;!: I I I ,rs I =~ ~ ~ i ' ~ I ~: I ~ ~ I I \ .. ~ i ~ ~ ' II~ ~ I '~_~~~ I I I I I I b----~ j--I-'-'-' ~ r'-~- 180,07 W Outlo" I i--r-i I I --~<.-- ~ ~' :~ I I I' ~~:: ~;;:oto I I I 1 r\ ------- - '-:--==-1- I I I ''"\ <-~ I 1 I I II \ I I ~9}::~;:"'~~--~ ~L! I I , ' 01 I 'I I' I 01 i I I , I I I I 1_ I ~.. I I I ~ 1___~_ ______ ~_\ '\ i---~-~.~".-.--.~--...-.-..~--r----~ ! I r--- I" ~, I I I I ! I I \ '" i I I I Ii, I I' ""'. \, \\ 1 1 I ! I I I I ~~ \, ~ J II' I I Ii I I I ~/\\> \~ :?l I i -~- I I ! I I, \ \ ~\ 81 I II I i I I I[ 'I' I \ \\\\\~\ I I I I I ' ~ \\\ I, I I I I 1 I k\ \ \ \~\\\ I "I I'~ \\ i-.-~-I----+----j--.-;-----:---t ' -,---i"\ '\ \\ \ ! II I Iii I I I \" '\ \ \~\\ i I I I I I I ~ ~,,~ '\\\ I I 1 I', '\~ ~ \ \ I I I I I II 1 ~I \. " " \ \\ '\ \\ I' , , ,I 1 I "},, '\ " \ '\ '" , ' ~j r j [ I 1. !! \. ''\,\ '\. \\ ,\, '., gl~.._.--~tl ~--~"~"II-"---l"~"-~"T-'~"'-l-.~~..-..-LI"-""--r-"--'"r~~'~""-~ "\~ ' \, \\.~\\ , "I' I \ (\~ - \\ \ , I I I I I, I 'I I ! I \ \\\~X~'~ \\ \\ '\ i , I I I II 1 II' \\ \~ '\ \.'\ \ l I 1 I -..l I I i J ~ " '~\ '\ \ \. ~ T----j- 1-,-1 I I r-- l \\ ~ \, \,\ \ t I ! I I \\ \\ \ \ ! I I ! ! 1 I liP:: 'I; \\ ~ \ \ \\ I I , I I I I I i'" '\ \, '\ ,\ I I II I I [ I I I I \ \\ \~~\\ \\\ I I I! I I I ,I '", \\, \ '\, \ \\ ;::;1 I I I I I I I ' \" \\ \\ 6~"i-'--+ I I I 'I i ' ,\l,~\\ .', \ or- I I I I ' ~ \ \~ \ \ I II ' I I I I \ \.. " ')- \\ \, '\ \ I ' I I I I I I ~\ \\ \V ( '\: \ \ Ii 'I I II! 1 \\ '\ \~ \]g \~ ! 1,! I i ~\/\ \\ r-~ ~g , \ !!:[frl.X/" t\ """ , I ' ~ r' I I "\\~ ' ,I , ~ \/.,. +11' .-....l--~TI -- - --11--- \ \\~ ~""~",,.;;?' ~ 8 I I I ~ ~ \ - ,\ i I I \,"' I I 'I I 1-11 I I ' \ \. \ ~-\ \ ,I I ' 7\ ~ ,.,~, I I I i I I I \ '\ " .y~,(~ \. \ L, I I ----.-l ' -.J..--._-;--~- , \ '\ \\ ),J \, \ \ \ I --I I I I I I I I ,\ ~' '\ \ \ \ I I Iii ! II I I I .. '\' ~ \ \ \ --.> ~i I I I I I I I i I " " '\~J \ --=-'\\ \ ~/ + l,."..._~...~L~~_._..._..L...____~,~_~....~.~.--I__..~.__f..'_"_'_L_......_.._..__l__1 \ o o ~ to ()l N o (J1 !~-_.~-----r 8~ pvc .SAN ""~.~- c.=:=l-"==r-==~-- 2'" ,,~;~" ,-'--,- ,-- 9r'SlLlOg ~~ , I -l.O'9~1 I 1-1- -- 09',9+8 c ON3<1STR-sTREEIT ~~ J """...._-",,:.==-...:=====-==""=~=-'=-:: :'!f'1t'1:<l ~lJlZ(T\ 'u'u'u'u ;:j::j::jiQ !D~!C!'=' ~~:;:.t m Co> ~~o )> ..... r 01 m ~~Ul :: :::0 II II ~ jTj 0!~Y.l -t ;;;;; "'0 ;u o L..--./ cp ~ :z Co> Co)- ,0 q Ol o '!>;;j ~ --.j o to ()l N o o N o ()l '::l o HUSET PARK - COLUMBIA HEIGHTS, MN I SHEET 11M KORDIAK. WATER AND SANITARY 2 I ORA~ BY SLK CHECK BY JWM DATE 12/05/05 BKBM -=- ENGINEERS 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERlJFY tHAT tHIS PlAN, SPf:ClFlCAnOll, OR REPORT WAS PREPARED BY UE OR UNDER I.lV DIRECT SUPERVISION AHD mAT I AU A DULY UCENSEO PROfESSIONAl EtlGlNEDI UNDER lHE LAWS Of tHE STATE '" M'NNESOTA~,t !'l1l.~j"l,.,' q DAtE 12/05/05 "0 NO, 191al PROJECT NO. 0440-\..00 J)~~O~.., ""I. p,,,, 'i'g)S Fh3l.,'lFtel,PllI , 7n0/eF.1 Fh!ltl I CD I lfl1MJ5 Utllllg Rsv. I 6/Cl1'tJ5Cl~CcmIr'IU 12.~,.ePN14 '2 Pinal pIll ("') 0'1 tv 0> PROJECT llTlE @2llll!lBIiJllolPraI.tlmdEJ1;ineors.~ Alr\9'Ill~ thill do:umml ill ... mltumonl ~I .... ...d Is lht ~a'ly ~l !lIm1l Pror.uI:wIl EnGln'_ Inc., <JId mQ1 !IlIl "" un<! lIf""lllell_lIhllUlpricr",ltlBlcaUIIII. F '----I I ~ I 0"" / rl / -t---- ~ I I I I I I ! i ml CD, ~ i~ . J 71 tjt~ I ~ I d# I r=l1! N o (Jl '::; o ---J (Jl OJ o cD (J1 N o o f1r-TlI i I I LI ___1_____ I ~_ r I r--I I T- I I I I I I 'i?1,98.95 PROlOSED GRAJ L BJ STA - O+ooJ 01200 EXISrNG GRADE I I BE" EL = '98.B5 01 ,I ; I I 1 ! I I I ,/ i i ! I I \ I I I I ~ I \ ~ II I I ~-r--+I ! ' ~ I I I \ ~ I : 1 I~II I _,I _.__ l---.---l----,"---r--- r-- I ! I I I I I I I I I I . I I I I II I .\ 1 t' N-ff ! ! -....L----t------.-----,j~! I I ! I I ,..,ill I, I. I ! I ~Ci II I I 1 i I I I N~ III! i I! !! CB22B ! ;1 i Sta '" 11+88.83 i I I Pip. 221= 193.7 RIM El"1' = 19'.90 I ' I Pip. 22 . 193.54 I c' 221. I r ~I::;" I I ,'~ r'~ I t~ll I ! ! I I I 1 \, J! I I I _1________11 __L____j______ _______~ I---------,-----r--- ! ' ~I I I I I 1 'I' 1 0 I I, I I I I I ~II : I I [ : I ! I i !IJ I I I ! Ii! i I t;1, I I I lNl '! 1 I I ,,; I 1___..1__ +,196,35 I I______-l____;-_ ,l-,--------l I 0j194 I 1 I I ~I ! I ' I 0; I I I ! ;;; I I I---- ! I I I I ~II I I I L- I , I I I II I I ' I I I I I I I j I j I I' , ! , I I ~ 'I ! I I I , f------r-i-----, I I I I 1 I ! I I II I 'I-- i ' '! I I, ' I 1 PI' e 225 '" 1'30.6~ ! CB 225 1 I LJ Id!m Iii PI~e 226 = 19t.8!l sta. '" 3+76.39 i i ~ ~I j i ! P1re 227 = 191.3r ....Jl I RIM ElE?v =1195.35 n%~ ':!ii ~ ! ' ~ ..... 1 ! [ ~~l! I ~nn;~l r----: ~l I ! ! :~ :g i ~Bi! I I~~.p~;!_l,_.___~ r-' + 1]-~~??.-.~-~_L---.-~.-..J------.~I!--?3.5:-.~.a:-r ~ '11l,~~.IT! ~-~H-.~-t."--".~l~~-~ r I N ~ ~ Op94 I j i5~ ~~ ~";! I ~ END~TA..4+10~1~ N~;b II f--- 1XI II~PVCSAN 01 I t j;t7..,Q ~~ EN a", 195.83 I b Ul!l' > 1 II I Pipe 2241 = 188,38 HH 224 0 g I j I Pipe 225 .. 190,38 Sto. = 4+17 9 ! I ! Pipe 229 ... 188,38 I I RII'I De... ... 95,73 II I II I I " I I ! I ! I I I 1__ 1'_, . , J ' ---1--1 I H ' I---r------r--I I ~ i I i I I' ,I ~ I I I I I I I I I I i I i I I II ! I I I I I j ~I. I I I 01 I ill I 01 I I I i I \ I I " I I 1. I II I fill";; 1--1-------1- I --~ - T-I ' i ': I I I I ! I L1 , ~! I I ,--1--+-:""'-- /' \ - 0 ------- -- ~! I ~ 8'1 I I I I -.- / 'll", =----;:-J""""-""""""-~9="'=f!"-~' l ~.r-:--"F I . r 0 '~".,- "1'--, I I ! I \ i I -="",:;;; '" ~~'Q 1--,_1_1_ _'_1_1_1_1 I I, 'I I ,-, 1-10 I < I I I! ~ < I I' \ ' 'I'" Co) I! I ,_~______ CJ)~o ' , I I I I I I ~===___________~ () ~-"---~----!'-I---l----I-'--I-----I---t---t '-=--'-== - ----,== ~ ffi I I I I I II I I I I ~ ~_~ ~o i II I 'I I I \ I I I II~ 11- ~ .... ' , I I I (JItHtf) . i I I I · I 10" ~I I +---'----------rT-l-l-- ~ 5 -~~~ or---- ----r----""j I I ~ q o~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ (Jl 0 (Jl 0 ~, ' /'/~- /' <pill ! L! I ~ ~ ~ ..g~ ~ . IM~ ;~ o g + o o I \/- :;1 ~ :r I~- II- 'i ,- :~,~ ~ I I-- ~I I HI I r~ I~ HI ~II I ~II 1-11 . '" ~~ ~ ~ ~ I ~n "'''' t:: 'Il.!, I ,~ 1= 1- -OJ.. r o (;) ~ '-I I 00 C ;;;; E 1- f-- ~ 3:i !lli~ I~ /1- :--l ~ ;ct: f-- ~ ~ ~ ~ E B= I-- ~ cllJ ~1Il1 11Il~g tG- ~ l,LH I ,'OIPW STA .110.50 ~ EO" ,!ii, ,m - ,~~ , ~ <---./ $ ~ :z ~ a 01 c.v ....... DATE 12/05/05 UC, HO, 19181 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERllFY THAT THIS PlAN, SPEOFlCAl1QH, OR REPORT WAS PREPARED 8Y "t OR tINDER MY DlRECT SUPERVlSON AND THAT I AU A DULY UCDlSID PROFESSIONAL ENGlHEER UNDER nn: LAYrS or THE STAlt Of MINNESOTAn '" I "" , '1'f vv, {ffIu.;... V PROJECT 11M HUSET PARK _ COLUMBIA HEIGHTS, M~ I SHEET 11M ALLEY _ CENTERLINE AND STORM ~ DRAWN BY SLK CHECK BY J~\'M DATE 12/Q5/05 @ 2005 IlKBIoI Pfntnskllal tngiletn, IIIc. AIIrlglltfrllltl'Wd. 1bIsdlmlmenl II 1;1:II inUuIllClllQloenicl I;I:IId II t111p1cporly ~ ~': ~\h:U':'~r:. r:ft'~~\.rncl m"llllll bl v~ BKB ENGINEERS _~ \ I I i I I I ! I i I PROJECT NO. 04404.00 ~~!,oM..IFr.I.I'1" 'i~ Phus:l Frsl, Plall I 7fltJllP.1F'ha:11I1 CD I rfl7/g;e, U\lIIl~ Rsv. '. alOI w;. CI~ comerna 12-lZ'S-flSFhUl!l1RnaIFlat +1~~1--n I "'lJUI>Z' Ul>Z I 8 ! i il"F~ I 1 iiF~ 'I I ,F~'" I F..'" . i ~I. I ~a ~> I ... I I I ";'ll' t' U:g , I ~m ~s I I N~ I Ma 1-lt~T- ,-t-I 1 I 1 I I 1 o , 1 + h 98.95 PROPOSED GRADE I 1 012DD EXI$NG GRADE-I-----r-I. ---~ ---'-1. ./ 10~' 01 I 1 I ./ 8 I I I /''',2' I I I In10rt D 190.96 E l?ta = 0+17.64 I I I I I . \ Rim = '9B.51 I i I I I I I I I L' I II \ I 1 1--- ----1---- -- -I STA ... 0+53 81. 8~x4. WYf. 1 STA ... 0+52.8]" 1.5" SERVICE . r I I [' I STA = 0+75.B '. B"x4" W'tE I 5TA m O+74.B . 1.5" S8lVlCE! I STA = 0+78.81 S-x4" WYE g :R I ;g Sf A ... O+79.aa. 1.5" SERVICE I, I ~. \l I \ ~ I ~ i N 0 I ! +~i!9____I_______-!_______L_Q_I' ~-L- ~_-L____L-~ 0"95 1 . I " "I' f;j' I 01 I I e ~ I ~ I I I I I m '" 1 c I " ISTA ... 1+-'9.87 S"x4" vm: I S' ~ STA '" 1+18.88r 1.5 SERVICE I 15TA - '+2~Bl B",4" W'tE I I ~ I STA = 1+23.Ba.I,.5" SERVICE , I I '"" I I t STA ... 1+44.8t71 B'i(.f WYE STA - 1+45.BI! .1.5" SERVICE I I - 1 --r-- -'-=t~ I ISTA ... 1+63.a1l S"x4" Yf'(E I STA = 1+6~BJ 1.5" SERVICE 'I . ., - ,,~~ .". ~ " II I'" - '"''1'' ~"" rl", " I J ;:41 I r;1 gf94 j I I ~ SS 2 :'1'" "" ~"UU,.J . . . I STA ... 2+15,6 Invert r 18959 E I ~ + I' I B",4" W'tE .1 " . '"",' r 189,80 W I ~:~ ~ ~.~':: STA - 2+14.6 1.5" SERVICE 15TA ... 2+18.61 8114- WYE I ST,&, ... 21'19.6 1,5w SERVICE ~ lSTA = 2+37.J B",4" W'tE I II STA = 2+36.61. 1.5" SERVICE I I" I 1 .. - -----'1---- ----[--------["----- ----- -----tr- ---r--- --1------- j )STA = 2+59.61t 6")(4" WYE i I: STA"" 2+58,6 1.5" SERVICE ~ ! ISTA "" 2+62.61r 8"x4" WYE I I I STA"" 2+63,6 1.5~ SERVICE! ~\ I 1 I I I, I - i I ! I' ~ II I 'I \---- i ! i ~ II ' IN! I 1 I ~ I I + 196.35 I 01,94 ISTA . "OJ.J:-B.~ 10 I----ISTA - 3+0~' . '.5" SERVICE 01 STA - 3+06.63. B",4" W'tE I ~ I I ,STA = 3+07.6 . 1.5" S8lVlCE I I I ! ~ I U1.!, r- .. I I ~ I I ~ I ,I II 1 . L. ST,&, ... 3+47.6~ 6~x4w WYE I I STA .. 3+4a.6~. lS SERVICE ! STA .. 3+50.6,. 8"x4" WYE- I I STA .. 3+51.6:3. 1.5~ SERVICE ! I I I mil I U j . ! I r I I 1 1 Iii ~ = 1 I I I , I I I 0 .. I I , , I .! I I I -1'-1 I' j I I ISTA = 3+89.34. B~ G.V, +1195.62 ,. ,I a '194-.*-**---.t-_._...*.- ...-"-I-~-.*-.*'..-'-t._*.-* . .-*--r*'*-----rsrA""m''4:;OU:5tf.--a-x,; 011 1 ""_, .I'6B.60 5 ~ 55'9 I I I I I Invert "'I 168.BO W . Sb:l '" 4.f{10.5D I I I I Invert... 188.70 N c:::=::i::::> Rim = His.B5 J I 'I' I 1 P~i I I I I \ I 1 (jig 1 J ' I I' 015 I j I J I i I I ~q I I I I I ~---+-------~-+---------I-----r. ----L---+--l . '/l~ \ ] I ! I' I j ~ ~ I II I I I Ii I i I II ~ II - I I' I 'I I I I I I I I I I I i I ! II ! I I I - ; I 'j' I (Jll i I Iii [' I ' I +1 --I I .. ,.. --1 1----- ----,--'-----~---, , i o r i 1 ! ' 01 ! I ' ! 1 I I I - I I Iii I I ! I I I I' I , I I . I I I .. I I I" I - i I I I ,I I I-------t----l------t-------I------I----,-------r---r------ ~~ 1 I' I I I I I . I I - I I 1 ,I I I - , 'I' i I II I I 1 I I I I I I' ~ I + I ~I I ~-------I------J------ __.-1_ ___L__I II 01 I I , I 1 /1, 0, i I I I , . '9f - 9 - -.... - - -- --- - J , I I 1 , I I 1 I R. -jl ----,..~'~.".....""."l"""'''''''''''""''''""-"-"~.''F--'"~"-=f-='''~ ~ I I I I I I I I I t~"', I ~~C-,-~-,-~~=-I~,-,-I-,-I- II! I "I "~~ I I I I I I I I 1 'i' < I~ In\:) I 8 <- !-----I-----I------l---TI--T--I---r--l-=-~='~'==.=-=--~=~~~===.~-=.,-=,=~=~,=~==~,=--= ~~ tn I I I I ! ! l I I j 1 I I ! I ' I I I ~-:UJ I I ! 1 I I L I I II'II-~ ~L-------l--------J----..--l..-----J-..-------..L---- , _......__~l _____.1_____1 ~ ~- [Q -; c.> ol~ I~ \~ I~ I~ \~ IN N IN ~ is ~~o -J -....J OJ OJ to lD 0 0 -" ::0 ... o (Jl 0 (Jl 0 (Jl 0 (Jl 0 --..J 1,0 ill o ill (Jl N o o N o (Jl ~ o ~ ---1 I I I ~~ / ~ ~~ I~- \ 1- I ~t I o 01 ~ 00 DRAWN BY SLK CHECK BY JWM DATE 12/05/05 @ 2005 al(9,l f'l'lIlul;\llo;a1 En~en, lnc. ,Ut\;lIblresuwd. Th/lI dlll:umnlll en n.lMntlll or scroie. cn~ bill&- prop<<lt of IllCl3l.Il'rofoalanolrn~.,ttn.~,.,dmQ,nQlbe~Ull ar cDClied wllhflUl priorllTllhn c,.,tent. ~1 I (I I ~gll 11- DiPw ; ---ir"-+- ~ t~, ;f LtJ I w lD r o n ~ Il----- lD r .J2 " :!!f 0) :!!f '" I '-l -'=- ~ ~ 0) cO) ~~ -1- -1-1 I = ~ r= 1- 1'- ~~ !1 -t;D. r o " ~ I,' i I~ :!!i: '-l I CO C ~ c3 I--L- I 5s I'""' ~ ;::=c ;-I :1:4- . ~ ~L ~ ;r: <; 1~ ~ eE - '':; 01 bj ~ ~ ~'" r s" DIP'W B" PVC SAIl '/l'" s" ~CSAN BKBM ,~ ENGINEERS 5930 Brooklyn Boulevard Minneapolis. MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com !- II- p 11-' I I- ~~ I-t r- I- HI ~~, - ~.JII' ~:I > I--- 1= 1== I--- ~ t- - E 1= I--- r= i n-;I 'y,. ~n ~W"-,tJ~ , o ~" I ~:I: r- [J r- -- GIt- 'r- ~ "------/ $ ~ :2 Ol o I HEREBY CERllfY WAT TlilS PlAN, SPEClACAllOll, OR REPOOT WAS PREPARED BY UE OR UNOER I.lY DIRECT SUPEfMSlOH AND THAT I Ml II DULY UcruSED PRCfESSlONAl ENGlHErR UtlDER mE LAII"S OF 1HE STillE Of "'NNESOTA '~1 N. ?i,\:U.w lj DATE 12/05/05 Uc. NO. 1918' PROJECT NO. 04404,00 ',!j~OWi..., .....1. F'" 6i'Df1 R\!Ite2 FrGI. Flal! I 7IJtJ~ A1ale I CD I Tnll~ UUII~~. I BIOle City CaMer111 12~1!l5.~A\!le2F1MIPlal 1'I'gPOSED GRAqE i \ I OOTINGGR~--I I I , I I I I I I I I I ' I I 'I I I I - I' I i I ~ I I I i I ~ I_ I I I I:;; JI,,,~~._J_l____1 ~__. L o 200 I l' i ~ ~ I O! ! I '" I ,0 I I' I I 'II I , i I Iii 1 T~ I i I I I ~ \ ! , I I I ~ I f'----i--'+--"---T----L;------'--- LI I I I I I~ I I I I I I ( I ~lrT197,65 I -t----L-'--J,---I--I/I 8'97 I II II 1'11: I iii~p i 1 i I "';~ -I \ , I ! I 1197.05 J_--.-L__ I L \197 I , 1 ' I I I I I' ; I I I VPT STA = 3+65,69 , I I I I VPT EL 196,82 ~II I I I I I! I I I ,t4f;~ + 196,31 I I I I L I I I 8[197--111 1 '---r--T---11 'I'---I-----i-r----ll ' 1 I I I I +~ Iii I I II ! I 1 i I I I I I I I II I !---t---I-i- i I 11- I I I i I I II i II' I I'" I ~. I I I I (Jt I I + 194.80 I I ----L-_--L_,-;,I --I I I 01'94 i I I I 'I I I 0: i I I I I I I I---L----rl--l-i.- J-t--J-- Ii! ~\1 1/ II I I I I I I II I i I I i I I II I I, I ! I I ! I 'I I , I ' I ,I' I, ~1~~;.30 1 i -""---+-----~- -h--LI --I--i ~ a. I , I ' I I I I~ l__l__lJ__J __l~ I I i ! I ! 1 I l I ! ! I 0 I ' , ' II I . I 1 A~'" ! I 1 I 1 i i 1 .';"~0'J, I .! II! 1'1 I I I ~f-V~' I ' , I, I I ~ >f'". I I I I, I I I 1 I I ,".;"'~ I I i I ) ! ! 1 : ,~ ''''~Y:l~ I, i I I I VPC STA - '+90.85' I 1~"6W / '" '-Ij 1 i I po; I . vpeELl:: 19)93 i ~ ,,t)/ ...:>>~~ 81:'"'-rl-rll~ ..._~ I ~--l;---li-l;--T N o tJl ~120D." 0[203 o 1~--r---1 ~ i ~ I iiI ' ~ I ~ N +~.48 01199 o \/PC STA ""12+75.69 VPC EL r 197.67 1 .g~~ ~ l~ 11 II ~ 1 I I ~ f;i;""P II I;~ ~ ~ ~ ~ ~ ~ I ~ 111"-- HUSEr PARK - COLUMBIA HEIGHTS, MN ~ . I SHEET TITlE RAMSDELL" CENTERLINE AND STORM 1 I Co> en 0 ~ iii r ,~ m ~~U1 0 = =0 II II ~ ,"UU1 ~ .0 ., ~; n 8 ;00 (,) ;0 q Ol 0 DATE 12/05/05 lIC, no, 19181 @l~Bl(9,[Prallnio,u:dE/lg'necn.lrlc. ,lJIrighltrn<<m1 ThIt d=mCllI II an ...lnlm1l11 al ~ and II tilt JI'''Illlrl~ al 6l<llIl Pf1lrlSSicnQ/ Ul1jWl~tt1, Inc., (lid mot nat h. uJed att""Itd.llhoulprlc;rwlllleno:orloenL BKBM ENGINEERS 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY crnTtfY TH"T tHIS PLAN. SPEClFlC....110N, 00 REPORT WAS PREPARED BY I.l( OR UNDER \.IY DIRECT SUPERWilot{ AND lliATl AU A DUlV UCENSED PROFESSIONAl. ENGlNErR UNDER nn: lA'/lS or THE STATE OF MINNESOTA J . /! j 'JJ1.' 'f yu, 11..'''''-> & PROJECT NO, 04404.00 ;~~O~..I ""I. Pol! .!'~!I F'l\!i02PrIlI,Pla . I m~loo A\!OIl I CD 1 1mN;~ ULlllty R$v. I efQ)11~ Clll: CCaI01L1 12."S.D&Fh!11l2 FIMI Pial DRAWN BY SLK CHECK BY JWM OA TE 12/0;/05 NTTT~. "2 fTORY! I ~l ,L ~v ')y~ ~a ...q'O't~ '" -' 0 ~~'" ,~~. l1ii ,<#>\"'~'<- 1 ~~~ ,<#>. ~ ,~~~G ,<fl\"'~'<-' ~~~,<-'oi>' I I TFG196.0 ! \I 1\ I' I" I GFE 192.B I ~ II - ~ I -' h---" 1 II \ I 1\ /' /. /," TFG19B'0~CCi"'~"~\\ \ ~,\ /-:/ //' \X": ~~</// //; GFE192.81- I'" /' ,,'" ' X;' ,,#, - ., =, 1\-' \1 ,,/'/' ? '" ,#'" '."1 TFG1950-=-::> i', i"1J \ \,\.. /-:: .~/ / ~"\:::7/ /.~' \ .(;'/ ../ /;::::7 -' ,-;:? // /,p" = I~ GFE191:B~ ~ _\ \ \ ",,/,/,,/',7 / ~/ / ' I i'-- TFG195.0 0> "\.\ \. // /' ;::.:Y' /"~/ ;/~/</:; ~'v\) . GFE191.B* '\ \I \\ ~\\ ;:/ ./ // /" ./;::... ,/ /~' I _ " ,\I Y', " ,'/ ,/" ' W / -, \ \ '~\ \ '\ /;;/ // if\: /" (/P/"'-;/, ,." TFG 195.00 \ '\ '\, /" / . ./ /'~ '. / /" ,:::,/ /./' ",' / / ----... GFE191.B...J \ \\ \\" / / ~.'I \. ,,;:::9" / /.;.. 1"'-- LD ,'\'\' / ./ ;:/" . ~//"./" :// ",,<f.>l~ TFG195 ~1E " " 'Ix. \ )l'y/\ ,/ /;::? '. "c::'.../ :.,/ ~~ ,.,..' o~,..l ~ ~'"~ I T ~"" Y f ' /-.... /' -' ,.v" ~, ~'~" I --1j,)i?i ~/;~~:-::-:/, ~ <'::,;%fJ><;;'~ J' TCY ). II< "'//' /" YA> ,O~;'" - ~~ t~~~B+32.35 ~" //I"v /./ A' / ICY' \..../ //...... ~ ,"'''='''~~' T ..... a N = 1007B3.90 /" /" -/t /7,,' MH / { " ' /' /' ,,~~~,<-'.,p. /: '_~~'.. .' / / of' ,j./ .", /' / ",,'l>,0 IT' / / / ,bY '- - ',/ ..' ... J.1 0 .~ / ' / f //"""'" " ,0'",' ",,{'G, /., .., / v ::/"".,.// r?-'^ ' " ",,<fl~~"'~'<- '.o~.. /"/ / ~f" ~ ,r}:f/ Y< . / -"\ \CB ~~~,<-'~ . 0 / / d"'G' ,/' V I, ID."" //, 144 O ;f< ""{' '.. /' / ,o' I' si';1 / ' '.0,;.. ,/ / #' 7;' /~' / ,,y< / G 196.4 FG 195 4 irFG 1 L. G'~G',' . / // ;;I' h/H/r ./. / /, :T ~ // ..~'" K" ......... 8 FE193.2iiFE192:2~FE1~~ ~~G194.4lltG194.4 ,. ~ /:/ / /......-r-:/ <,; ....-1'10' 1140 ,FE191.2GFE1".2 0/ '.0,.. / / / J / 'f' /~.../ C~45 \ / J T ~.:..~ ' / /' ./ / z / ',\ ,,~~ '<- ~ l C851 Q"'" '.o~~', ////" / .--:7 /f ' - ..\~ ~-,/ / <;<o{'G', ..:::," / // f'/' / /- r 'J" ~ I I _ ""i- / / / f' j / · · <- .'~;,:" -7<i ,/' ~,ni e'l / I ' / // / ' +.. '~"/" '- ." -;- ... · r' r.5D<llI ~~\-... QJ:oG '~~0 Of .' I ,/,/ j // /// /'~ -,I - * 'I ~,/ 7 ....~~I 1 I ~ \th""~'~~"<l)<'F' ////ljf / ;,;/,///" v 1I&i[+ I (' r"--- ~. I FG196.0TFG1960TFG19 &11 ' / I l' f~/I///" -II I~ J n FE 192.8 GFE 192:B GFE 19~:& b~ 1~51'80 TFG 194.0 TFG 194.0 / j/ ii / . Id; 0 .~1mB~190.B J HI . I n \ j' il / jI' / / ~ Ii r' I r .,' , -j ~/'/ / -' ~ ___IL · T I! "~ ..' sED "'m ~ .~ I I I ..;2-- _ .____~__ 1= ~ 6 U'''T TH 2 slrClAY I 'I 'l .-' -- ----'-"- ",,~135.B5 I I, Ii I' r--- '-~II----~I-----l-' I ; m~ "" ~A==I;,15 I ,. ~ ' ' 200 .. 91 = -,.5'"' " ,'--~ ,-,--- I ' ~_ + _ 92=-1.5.. ci ci I I ,-,----.-.---' I EXlSTNG CENTERUNE I : ~ CURVE LEN _ '0.00 :t ~ I ~ ! .-----.....- ..---.-----ll-----.- i-.. I ! n " ; ~ f' '--T- 1 1 ,------r--------i 205 195 _ J~-A' i ' , !: I I ~ -----I--------t----.j i I! -1.51" 1 ~f- _1-" ~ iij.._..J_ i [ ! I -I I .. I ..-------~ 190 I .. -' I ~ - ~ ~-; -'~-I----l----l--- =---~-------- I I I ____~------j "- -1.5." ! L I '--r--- - I I 195 185 ___, R*-.? I ------"----1--'--- -,------ ,.----- --"..- 1 I I I I -L------J-..J ~'''rOOl"RCP I ! l ~ I ---. 1----..-. '---11- .___._____l I , I ~__ 1___~t'B5.5. 1 ,__ L I i 1------------,------------ 190 I I ~'\';,~t 1 ..~.....I, 1 I -I --1----- -----i------- 1 I I ' 1 __~I ___. I EL IB2.4O I B.OOlo D.I.P. L I I I ~I.-..---.-+.--.-- --- 1 I I I -r- r-"'~"-- --l-- I I 1 I' -1.-.-------------.--...: 185 ~w-_-l I I i ~oo"' I I 1--------+-------+--- I II I !~ -I---.-..-.-......L,----.--t-. ,I 'L1775~_~.------_---..---J JI. 11 I -- .--.-.-t-----..-.---..----.III--...----.-.-I.~ In" I I I ,--------'- "I ' ~ ~ I I I I 1--'----'-4----- ----- - ' I ' 165 i ~--r-----I------~- ,1- I-]I-----+---]I---L- J_~~~~T-----T--I-----r--- -1-'-- . .-.- - i 175 6+00--.----- 7~tO--' ~I; _ Jt~O .l 9 I II' I ..-11------..---+,-..- - - -..\ --... I ... I...... ........f 170 +00- I I ' 10+00 __ ,.__ I! I 11+00 .L.. I i 12+00 ..... .. I 13+00.... -..-.' 165 14+00 - I ~ ~ I I TFG 196.0 GFE 192.B - - - :==----- ,@i~3~ -:r:;-' I- TFG 196.0 !::: GFE 192.8 :5 TFG Hi5.0 CO GFE 191,B J:j .l ~ TFG 195.0 *' GFE 191,B -- o TFG 195.0 ...J GFE 191.8 LD 6'\~ ,,~ . ,<f.>"~"'~~ ,,~~"'~,<#>. ,<f.' ~"'~ 1 ,,~"',<- ,<#>. ~']; -' "~",,~,#.~,,,~ 0 ,<f.>" ~ "'~'<- ~V ,\f(G ,,~'iJ. "'~'<- BLD( ~ #37 NIT T.I . .. 2 I TORY ..P'// C8 /0 d Ii 133 GFE 194.6 GFE 193.9 r I ~J:'4 ..-, '., i~.... .., j.J I '<:! C~.. I , VC SAN :-sr;- I JO' "" w, ~ ----,; J ~~43 I u }~ 1_- ,1 - UNI1 T.H. I I T I 1 .. ~ ",' 1 1205 - 180 30 15 , SCALE N I -t I o 30 l' = 30' SCALES: 1:: = 30' HOR 1 = 5' VER ~~~ i j f ci ~~~~~~ ~ a ~~!!~H ~ ~ ~~~H~ i ~ :t~~~~ '" :~ ~ ~~t>l: ~i~~,i ~l!iEll!1~ i=;!~ ",,,;:154 ",,,,i11l'j. = ~ i~~~g ~ ~~~~z::J a ~ "'Iii ~ ~~i5~~ .- =~~g:~ '" 0> g g ~ '" 1Jte E ~re@ ~ ~f2~OjE dlz~(!;:B c::2:",d,@) ~:m:~~.5 e [t:.~:B lD :E CD J'-.. ..:..: g C 5"::"@ OJ.5.c1ij::2: tO~l1.lLW II 60 I ....- II ;; l' -' 0 (.) I ~ a: <C a.. I- w en ::> ::c :;! F' :;! ~ 0 F' w f- a ~ !...-- SHEET NO. C5.4 0 -' -' W c en ::::E ~ I 2;1 \ 1 ~ ;oZI---;--I--- ~'l!>Z I 01 I I ~ I-~ I I n>F~ I I ~"' I I 'i1F..'" \ I 1 ~ I I ~ffl~ I I I : 'I;\; I ,.~ , -< J' "l>l I I Ul I ~$ I ! I 1 ~! ~a J I 'ill ___1_________ ___ __ __ I----~-------r------I r I 1 + \ I I I I I I I I I Iii I I 'I I I I I ' , I 1 ' I I I :?1200." PRlposEO GRAdE -.--- '--- I I_J. -r-1rr- I 01203 EXISTING GRADEl i n I -i 01 i i ! I / I , ' I I I ; I I I 1 1 l i I I I i I I i i I \ ! 1 ' I I ! 1 ' I I I I I I i I -.J 1-'1~ / 111-r- Tl f \ ~ I I I I' ~ I 1 I + 199.30 ,__L________,__~~ o 200----+----- -.-------i---- I 0: I I 1 I I I I I I I !~ I \ ~---1--+--r-- I --~--~ I I I II : ! I +1,98,48 I ! I I ,: ! gr99 I I I ! ~I,","" I___l~---L! I I . 01197 I I i I I ' 1 01 . j I i I I i I I i I I I I I ~ I \ I I' I I \ I 5TA=3+2B.271 i I 10" X 10" TEE I I I I I I I TA = 3+30.9,110. G.V. ~,E~_J _L-L 55 5m ~ I 1197 'I 'I Invert = l8i,53 E a I D I I I 1 Rim - 197.20 I I I I i I 'rTA - 3+66.B2 10. X 6. TEE I "~,,,,~ 1 I I \ ,Cft..~o," 1 I I I I I I ",~.'y -1'-1 STA = r.B6.07 B.,." r ! I rTA - 3+B7.1O 1.5. 5ER'leE ~;;,,':l +1196.31 \ I J___._. -_L-----l--'I------_-----l------\'----~~..., OI197---..'r--.-.-----...---M.-.-- I . ill I rW~ i 01 STA - ~'09.67 B.". k I : I I [A = 4+10.701.5. SER'lCE I , I I 'I I, I I I I ! \' , 1 I ! I J1 I i : 5TA = ~+37.01 B.,.. im I . I 'II I~ TA = ..3aoJ.5. 5ERV1CE I ! I 1 ~ I I I _____-L---!.-__.___-_,I---\-_I -- ------j---t I I r:: 1 ; II ST^ . ~'S9.67 .",." wYE I -; I I iTA ~ 4+60.70 1.5. SER'lCE I I I ~ I n I 1 \ I I; i il , I I ! STA '" ~+B7.D2 8~x4~ WYE I t; I I I ~TA '" 4+88,04-' 1S SERVICE . (J1' I I I 1I~ I + 1'94~.-J I --+ ---1 01194- I I I ' I, II I I 0' 'I , I I 5TA = r"o..o ..,.. r I I j STA - 5+11.B3\1.5. SER'lCE I I ! l ~ ] I I 1 I _!illl __ _ ____" __ _ . ~---'---+'----------I------ - ~-;r- rl ! irA - mo;s~llu--n "TEl': 'I 5TA . 1.'61.07 ..... r I I II I[ 'TA = 5."LtO 1.5. 5ER'lCE I r, 1 ,1554 1 I Invert co 1~J.74 E I Sto... 5+75.09 [ j I Invert"" 'r4.98 W 'II Rim '" 19J.6~ [ (J) I STA - r....67 B",'. r 1 l I . TA - 5+85.70 1.5. 5ER'lCE 1 gl~:;.30 l----t--- -,-----1--- --1----1 I i -----~ I STA = 6,' +12.01 S")(4" WYE I i I I ~TA '" 6+13.04ilS SERVICE I . I . I' I I 1 I I i Ii! ' I . I ' J1 I , , I I I I I STA '" ~+34,67 8"x4" tm :: 1 j1 ~TA .= 6+35.70 1S SERVICE ~ L----f---~---- -.; _-I ------j- ----II-------~---+_-~----l 51A "" ~+62.02 8")(4" Ym ! II 1 ;HA = 6+63041,.5" SERVICE I ' I I . II ., ,"" \. I I I ! , I I ~~q \ I I I I I I i.~ I I I: ' : : I j STA '" ~+85.80 S"x4" ~ ~ I l ! I ~TA => 6+86831, 5" SERVICE j -......]1 , \ I r>\- I, I, , 6t~~~?~.----t---~--. ."-~- --- -t-._~; - ______rJ________1________L_____i-______: o to (J1 N o o N o (J1 ~ o to o c.> en 0 ~ oi ,~ ~~(1) 0 :: :0 II II jE: r'l "''''(1) ~ "q" iii:c n c.> "'0 C.:I 0 '" q 01 0 '-! o to ()1 I SHEET TITlE RAMSDELL. WATER AND SANITARY 11 DRAWN BY SLK CHECK BY J\'IM DATE 12/05/05 BKB ENGINEERS 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERtIFY THAT THIS PlAN, SPEOACATIOO, 00 REPORt WAS PREPARED BY IAE OR UNOER MY D\RfCt SUPER'v\9OH AND tHAT I AI.I ^ OUlY UCEHSED PROFESSIONAL OIGltlEER UNDER tHE l/I\\"3 OF tHE STAle or MINNESOTA 'Qr"1:: W. 71la~.t+'" 5 . HUSET PARK - COLUMBIA HEIGHTS, MN @ :zoo5 ~ I'rolmlmal Eo,........ 1= ....flQkb~ Th!sdoc:ummlblltllrnlnlm"'lol.....elllldblheptllpCf\r Dr !ll(lll,l Pnlren/4nol mgn..", Into, tm mcy not be und .tttt;lled.lIh!llll""lJt~nt.en<:D'lsenL (') CJ1 ~ -"" PROJECT TIRE DATE 12/05/05 UC. NO. '9161 PROJECT NO. 0+404.00 ~~O~~Ul:ll Pre:I. PIal .~/ti5 Au'''2Pr''I.FI!l.1 I 7ntJlOS Fh/Ia" r CO I 7n1/rDSUtuayF!lsv. I aJ0I/~Crl~ConnclnI' 12.~.iZI~Fh4'IS'Flna\pr.t N'ff'Tm '~? mTORyl I ~ CB , @ #223 30 15 , SCALE _~ I l=-1 I----+--j I -l~-] __L J I I -'- -f I -r------1'----- I I __ ,I -- : ____ -------f_: I I __ __'__ i I I I I --- . I I 195 190 185 N o 1" = 30' S,?ALES: 1" = 30' HOR 1 = 5' VER 30 OJ tn -ON E ~reNo 8 OJ " . ~tg9'N~ CI]Z~g:5 c::;;OJeI,@J ~.~(1)o;;t E g 0 ~ ~~ f1j@-...-:f2.o ~ ~ ~ ~:@ m~~~~ :z :::::E en I- :r: (!) W :I: c:( CO ::E :3 o (,) N >- a: ~ Z c:( en c :z c:( a: w !;: ;: I __~ +: 01 01 I I 1_- ----:;;j I I I~ l~ i-.J 123 l U1 i I "'- ,". I I I\'+-,'-~ -' '" -v, I I ,\ ~\: _'_'_. "'~ ~., ..~ ' '"'' h \ -----c=_____, ___,~ _,.,:--....-...--. I , I ~~,~- I "'~~ "'_ ' . I <~--...;:-""~~ '_, i '_ _~ ____ _ ---..... "- "'-, "- ~_" -......,. "')>;,~ I l:t _'_ =__~_ --....:::, '<"~' ;::>~~~'::y~1 ' ',,~~- ~-"- < ~" - ' ~'('~' ""'"-,,, I, /.\ .~ . ',c, - ,( r i i II I !, i , ! j I , OJ o o -.J [J1 to o to (J1 N o o ~ / .....; / ,/ / g:l'!!.~~ ~. . ~~ h;~~n> ~~g-Q ~NN~~ !=' iO:: g g '" C/l 0 ~ ..... r 01 m ~~~ 0 , 11 11 ~ fTl l1!~W -: < 11 '" fTlI ;00 (,) 0 -< ;0 q Ol o 1 HEREBY CERTIfY mAT lIiIS PlAN, SPEClFlC1.11OH, OR REPoo.T WAS PREPARED BY ME OIl UNDER IlY DIRECT SUPERVISION ,!,NO rn.J.T I AU A DULY UCEHSED PROfESS1ONAI. ENG1NEER UNDER 1HE LA\'rS Of THE STAlE or MINNESOTA H !Ai ?l/ah-<.., , (") 01 ~ c.v PROJECT TlRE HUSET PARK - COLUMBIA HEIGHTS, MN @2005Ill(9.lP",f.nlanclEn~"''''''''c:. Allllcj'lb 1aem4. ThII#I>CJm..,[qIlllOlII"""ont,,fIlCtlolcllO<ldlllhllJllllP<l'ly ..r llKilll !'mQ1kr1al [nqnttll. 1",-, (lid III~ lIot bl un'll at~Itd.Hh.ulprlor..,lltcll c::nlllllt. DAlE 12/05/05 DATE 12/05/05 Uc. NO, 19181 PROJECT NO. 04404.00 ,'j~iO~..1 ""I.." 61"" Fhnct2f'l'ed.P1411 I 7n.0/{)5 FtI,uctl CD t 7mliY.:t UUlll!; Rsv. I 8n)1/~ cn~ ~\l1 12,"S."SRwJCI 2 FInal Pial I SHEET TIM PINNACLE _ CENTERLINE AND STORM 1 . I DRAWN BY SlK CHECK BY JWM 5930 Brooklyn Boulevard Mlnnaapolis, MN 55429-2518 Phone; (763) 843-0420 Fax; (763) 843-0421 E'Mall; bkbm@bkbm.com WId lrlll:i ~ P'I\Id~.9Q'U iilU;;;~fill:1t;Q/I""ei 'M'i!l~ll!lln~WL I OJI P'li\k:I SQ/(~UL I "Id'IQldlPi~ <;CIS i \Old '1"01 1 "';Mo~~if OO'vOVirO 'ON lJ3rO!:!d LBl6L 'Oil ':m C;;O/C;;O/Zt mG ~,.. J-i . '(it Ivl . V. VlOS3NNI~ JO :uns 3Hl JO SMVl 3Hll:l30Hn /millOI'D 1VNO~l:!d 03Stmn A lOll V nv IlVHl ONV NOIS1flWdns 1:131110 Al'lll3<lNn 110 31'l J.B O3!IVdJl:ld 5VN,100d3!:l 00 'OOIlv:JI:lr:BdS 'lNld S!HllYfU }.jlll:l]:) .ul3l:13H 1 wm'wq~q@wq~q :lIel!'J-3 "':VO-8V8 (89LJ :xe:l 0;::VO-8178 (89L) :8uo4d 8,9;::-62:1>95 NI!'J 'slIodesuu!1!'J pJe^8!n08 UAI>{DOJ8 0869 --, ~~ 0 lD N ~b I 0:: o (') Do:: C'J u I'5! ~ ....; g'tn II II - :~ o CI) C'J go/go/z I 31 vo "AIr A9 ~03HO >115 ).,8 NMvijO 1113tm 1II111/.ll.IC!1dlmllllf'l P<'I.m 10 p'"nlqlgubwPUO~""""!IiUJIfI""!UIf"ldmDlll I" ~1J"dlud;'III\PIlll~J"IU;lI/lIll""lIlllI\I""W"""''!'lL -paA.<lA1111!fi!/rt 0lIIl '--"l~1I] FlUO(lSlllLldl'lllllil9XIt@ ~9 -"'t2,3,,O I I ~1~'~3' I -- ----- - ---- C8 232 _ ~ 15,"4' L G 200,5 E 197.3 l1s w ~ ~ ~T- '" - -~~+- -=--r~ L G 200,6 E 197.4 r ---i :J =::::--- ~ ffi ~ILL MH ,208A , 12 ~ 1210 ~ +--:: :l:. ~ Os -.11 ~ I 1 I 1 I I ~ I 1 I TFG 197.9 GFE 194.7 l,---I ~ TFG 197.9 I---------' GFE 194.7 TFG 197.9 GFE 194.7 " 12~4 :u ~ TFG 197.9 ~ I:: GFE 194.7 -r :::l TFG 196.9 TI ~:FE 193.7 ~~ =IF GFE 193.7 ". o TFG 198.9 ...J GFE 193.7 lD TFG 196.9 I GFE 193.7 ~ ,20 a'--pvc SAN ---.., -~ ::Ill:llJ.O I GFE 192.8 I- :E L. :::l TFG 195.0 CXl GFE 191.9 CXl TFG 195.0 C * GFE 191.8 -a- o TFG 195.0 ...J GFE191.9 lD f----.., ITI f-----..- t-----, 1 + ~ ! ! 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I '[ i I I i I I I 01 Lfll 01 I o Lfl \ II :2 (()I ~i ~I o m "-"---1 'to N ~, I I ~aY"D DNI1S.' .[6-':'0 I I Im----c.---~--~~D 03S0doHtr06~b Lfl 0 Lfl i' i' to ~ ~ ~ Lfl o N o Q) Lfl (() o o N I ~r--I---r~~Fa 1--- I I I ~~F5 OJ I 1 F~r;I I I I ~~~r;I \ : ~~ ?}~m I ! j ~~ ~~ l- --j----~~T--+--- ---~-'-~-- Iii I I I I I ~! ~1'9B.4' PRO~OSED GRAD _ I __ 01'98 EX1Sl'NG GRADE I -r-E o Invert... 186.31 I 1 I II \ , L 1-- I_I --1 I ~ 0+53.87. 8""", WYE STA ~10+7S.87. .",."1 WYE STA .., 0+78,87. a~x4"1 WYE I ~I I i I + ,!195.95 j ___~._L_._ _ ~___'MM_"H_ 81 19T------r---- I ~ i STA ...l1'+19.87. S"x4"IWYE ~ I 1 STA .. 1+22.87. B"X4"!WYE l"1 j I I I i I ( I ! 1 ~---I-----i i STA =11+63.87. 8"X4"! WYE \ ST~ ""11+66.87. 8")(4"1 WYE I I ' I I I Nil! +r93'44 I ! o 1951~178.ii2E o Invllrt 'T' lBO.85 W I Invert r 178.92 5 STA .12+37.61..1 ; I' I. j I'STA - 2+35..". '.5" SEft'lleE 8"x4" WYE I I . ~ I I .STA - 2+".83 '.S" SER'IIeE 'I ~J~4"'" 2+40.63. ____ .__._ _,.__ .-----L.--- _______, ------'s:rA-: ";:59".61.'-'-- 'tl...--.----- 1---' ! r ISTA'" 2+58.61. 1S SERVICE 1.- S")l4" rm:' I j II ISlA a 2+63.6111S SERVICE :r:4.....~62.61,:d I STA - 2+81.53,:1 ' 15TA _ 2+80.63\'.5" SER'IIeE 8",." rl STA ... 2+84.63, U I 8")(4" ~ o 194 B 1(4 ~r 1 I STA . 3+07,5,1,.5" 'ER'IIe",," o ~!~."_~06.6', ~I. I I I if I STA ...13+25,63. ~ / Sf A ... 3+24.83 , S"1I!4" tYE ~ 'I I l STA "" 3+28.53. , ' I ! 8"x4" i YE !! I I S!A "=L~'7.51. \ I'Ll L a x4 rl~ t _____ : STA =~3+50.6'. I -I' I ! 8"1(4" 'fE '. I i STA ~13+...5,. . I I ' .",." lYYE _I II STA =i.3~72.63. ~I I S")(4" rn. 9 I ':,1 , ! InV!lrt ... ltB.16 NE ~l Invert co 'r8.16 W I + r1..l1~'~-L.---.l-_--- -- -.- 8:'9,3 STA ...l4+13,97. II 1 8"x4" tyYE I Sf A ""14+16,97. I' I 8"x'" W\'E1 I 1 J? I I _J __ ;;jl_ 1 STA =14+57.97 r- I 8"x'" f"'E " 'I STA =14+60.97 t:A I 8"4"YNE ~, i 'I ~ I I I ~~ 'il I 1 i I I I _._::.~L! N o o N o U1 N o / I '1 / J / (J1 + 1189.56STA =~9.!:!7 0,193 Bx4 Of STA =15+04.9 I B"x'" r" I STA '1::1 ~+26.97 I 8",4" '/fIE I ll~:~:: ~?~g6 ~E I Inverl... 17~,55 SW 1189.94 I r93-i--- 1 Invert... 177,k7 E l,nwrt "" 177J1'47....S( I ~~ 01>><:1 ~ 5' t.I Invert 1" ta:3..al IN (J) "I :"r + 190.34 " · 01,93 STA =15+00.97. .",," wY('.'-' 01' STA ""16+03.97. 8"114" WYE I I I I I , I l-~. ~i~ : ~:~:~~: ~::~: ~ 1 I ' . I I . I i I I I i STA J 6+B8.97. 8"'"\ WYE -....jl STA =16+91.97. S"X4"IW'1E +1191.16 I Ofi93-----.--..------- o ~ i I ~ I _N_.~ ....., o ....., U1 oc o OJ U1 to o to U1 LJ~ I~ I '" (J) 0 ~ rn r m ~-'=~ 0 ,~ II II f:: tnVl~ -; .0." < U "'''' '" ;Uo CoIl 0 ;U q 01 o I HEREBY CERTIFY THAT lHIS PLAN, SPEOflCATlON, m REPOOr WAS PREPARED BY UE OR UNDER l.lY DIRECT SUPffi"S100 NIl THAT I ALl A DULY UCEllSEll PRlJESSlOOAl EtlClUfIR UNDER mE LAII'S (f lHE STAlE Of MINNESOTA ~i /AJ.11,Jai,.,., b PROJECT NO. 04404.00 ~O~'51 Pre!. pial &!/tJS Fhal51Prel,PIa' 1.1neffJSFh/lNfCD .7121ItF.PUllIllyRctv. & lm>Itel!t CI\~ Comer!u 12.o$.Il?lPhlte2 FlrlalPl.lll HUSET PARK - COLUMBIA HEIGHTS, MN @ %005 BK!ll.I Prol~ Eng01m'1, "'e. .u~l.reoerwd. Thb: d=monlll illI hdlllllle'l\ ol.w;. and illlItproplfly QIBlQnl""'I.lIloIIlllEnglrltlfS,~l2Idrnayl\Dlblu..d lll'a:fIled.nIhOlllll'lcI"wrnllnCCWltenL (') 01 ~ 01 PROJECT TlRE I SHEET 11M PINNACLE - WATER AND SANITARY 1 J DRAWN BY SLK CHECK BY JWM 5930 Brooklyn Boulevard Minneapolis, MN 55429~2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com DATE 12/05/05 om 12/05/05 UC. NO. 19181 --~._._-_._.-.-.-----_._------._-----_._._._--- :'LI 11 L:~ _T I L tl "~IFI ~ m"~ ~'" ",0 ~~ n "7J I ..# I J JV~ +~ / .~ :> {II ~~ t\ ~- 1 - -i ~! 1 ~fI m I F I -r - m" ~'" ",0 -.00 wut I 1-, ~r r ""'- ~ 1 I Ii' 11" -I 8"" FVC SAN T ';;( ~@ ,{V a- OF W a- DIPIW ~UI~~ m ,. 8- DIP W I ~ I~ I i~ I 1 H BLDC ~ #14 (j)-f Gl-f "" .."" mGl mG1 i~ ~Co a" PVC SAN ':I" ~ ~" I ~:r I ~& 1 _ f---mnr1 I JllJl ~~ - ~~ _UU_J,,_ I J . :dl- ~j ;~;: ~ ~~~~ ~ ~*~ I ,; g~ m J ~ I -nnrr ;I: -" !~ ~~ ~~ ~~ ~~ ~~ ;: ~~ f1" ~~ ~~ ~~ ~~ ~@ -: ~& I -OJ! st',dfo - ~~U ,rl~ L!! .... 'I"'~ sCix..'\; B'tt IT~} ~ !!!! 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I --t--~--------r---I-- --I---i lE~~~5~cP I ' i on ---~-----~----1-- ___~______ ______________+--_________)_ 185 I 21""".'C2.44%,;1 I, 1 I i I " .'p, 15 L = 206~'m Pvc ! I ~ ill I ' ! 1 . 1.22% I! !! II! I: ~~ ---;[----;~-1-------- ---:-- ,--~i; ~~ I,' -; -- ~~ I ~~ I j I-------~I' ~8.~ANITARY SER\ilCES -l- j-------- ------: ...'" . .1 . ... ~!" I :!':!':!'i ...~ 'U . . i ~. i jl ,~~~LL BE 4" SOR 26 Ii: ~':..t- .q-:.i ..to:.,. -.t-v I 1I n nil ':.t..... , v~ V 'Of" 1 .....,. " ILl' .... ,'.' .... .... I --d .... I ,'.' .... I .... : g j~~------~----------it-r_ -------i-~--lI-~---------1~1----~-ir------ii - ii---T--ji--- -------1------------,1 --------- -----~------I ------!------- ------ ---I gsj};.t ib~ ibib I ~~ i&~ I ;t~ ciici; i J:,ci;! f I I ! fiJ t.?" . 0 ~ U I I . n I' . U I n 0 in" I I I II! 170 ~:--l--~t--LI----~i. 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IHl ~ !; lif IT ~ ~ -d= !l. ~ B iei >- >- ~ ~ J~ j on on ~ " - ~ ~~ u ~ .~.. ~ w ~ @ u :z n :::::aE C\I en >- I- a: :J: <( C) !::: i:ij z :c <( <( en m c :::E z ::::> <( ...J a: 0 w 0 !:;: ::::.:::: $: a: <( w a.. ....J I- 0 W <( en z ::::> z :c ii: ;:! ~ F ~ F u w i ~ SHEET NO. C5.46 s... S ~~ ~ ,,~iili!s B;~~ ~. e..$~", ~~ :i15i5<=~ i~;i ~ g i ~ ~ d:;,., ~~~~g ~ ~~~~~~ ~ ~5~ ~ ~ =~~ t5 ;:; m ~ 210 II I 1 I v -I I v l~ I t I L:~==-- tt" ~2J-= 11 r II I v 'I '1- I I, II v II llL~__ --.LJ =r~-L I I _l_ -l- I ~_--l_---l------------r! ---------1! --~II-'c::---ql ---T' ----I II -+- J____ ! - -..... I VPI STA". 4+12.48 I -I I i I '-- WI El = '.6.06 i I I '-- :~:~~~'" 195 R ,f I! -- q Nl t i < nil I' ~__ ::ll I ! : I ~-.JIIL!'l>':i' ~'"'.~""I'----1I----'-'I--.--t-----1 ~~I---:Ihfir~~J-'-----1 -----1---1 ::: 185 I j; ! I I Inn I L_______ _____-1____ __-,_____ I 180 I ---~r------l-----i---T--I--l- -----T---'\.;:rrftT--l ~ I I I ! 180 :g ~ I! I! ~ j I 175 175 ..........---------,----! ~-----!-----.:r-- --r---" -r----!-.. ---t---i--...--t-----r--,------l--~- --- j------: '7(1,,100-- 1-- _OM 6!~0 -----L-.-,-!~6-- _L_ -'-'-2~6--L-J~o-- __..I ------ --J!o----L-- --1,.-- L_.___ 6+00---L---",00 170 II , I I I' ,I II I. II II II' II I II I II I I' i " g,1 k3111 jI:1\ ^ Lull I jf2l\ ^I IPII pll'l loci! ~lll \ II ^ 1_____1 I I g 3 >- ~ co u; uqI ~ ~g}@ q ~~~~E :J 109 C\l:i! ~z~g.c c::2co.,,@J ~.!!iCi1~J5 ~8.~~:5 rn~i1it::.= ~.~~ ~~ 102o..u..W llllmllll II I 1:5 ' ~ml ~~ CQ~ t]. ~ 0 ,lHi ..... ~ .~ ~ ., '. 0 ..'" ~ s Iliii ! ::i! ~ . h~ . J . ~ ~ tl~n . -1'" >- >- i!;h~ "' m : t ~ ~ S ~~ihl5 ~ ~ @ :::2: z a: 0 ~ ~ en t- O :J: :z C) <C jjj W :I: :z: <( ::J jj'j a: w ::2: I:- ::> :z: ....J W 0 <.:> (.) w ~ :::> a: :z: <( w a.. ~ t- W ::I: en I:- ::> CO :I: (W') ~ F ~ w or ~ SHEET NO, C5.47 , , , , 30 15 0 , SCALE l' = 30' SCALES: 1" = 30' HOR 1" = 5' VER 30 60 I , 210 205 I i I i I ---I I i 205 200 200 195 190 I r-n- i Il--P 11...---.----1.--------11---1--1-1---- - ----l__ " -- .---- .--,- I . I C~- .- I I 1 \ 1 ~ ~h99.80 PR~POSEO GRA~E --L 1 I I, I 81201 EXlpTlNG GRADEl ----- I ---r - \-- I ' I i 'I I I \" STA - 0'"'''' 6' G'jv I IIi ......... STA ... 0+28.[a. aft x 6~ TE I I ~ I'''''' - lB6T E I I ' II STA - 0'" 16. 6"" '/lYE I i II iTA - 0.52.1"' 1.5' SERVle, I , . I I I STA.. 0+75 fj8. a")(4- WY'E I 1 ~ l ISTA .. 0+74.,8. 1.5" SERVlC I STA - 0'76 ~6. B",4' '/lYE I I I Sl STA - on..!B. 1.5" SERVle 1 ' ' ;!!!i 1 ---"I ! III lTl 1 1 811~~4L--+------ ---1-- -----1 t- ---i--- --- -I ------r-;--1-1---r--1 ------.\ " I , _, v; II , j STA c 1"+-19 B~, S"1l4" WYE I G I 2 IlsTA .. 1+1B.~B lS SERVlCEj I STA - 1'22.66. 6',,' '/lYE I ~ I I ~ I STA. "adB. 1.5' SERVleS I I I ;1 1 d Ii I I r-:-=j--j--. -#-1- - -r-----' -~'I ~. !~--1 I STA .. 1+63.$. 8:x4: WYE II! I STA Cl 1+62.~a. 1.5 SERVlC1 I 5T1\ '" 1+66.~. a 1(4 WYE I I STA '" 1+67.8B. 1.5" SERVICE! I I I! i I I I Ii' I I I ~1193.H i_I j II 1 I o 204 Invert F 179.70 N ! 4r I l o Invert -r 181.24 W I h 5t .. 2+Q6.Js 'I In....ert 179,70 E , $i Rltn "" 192,97 I I I ~ I I l / I STA ." 2+J7,aJ s"x4- WYE t 'g I , / STA '" 2+JS.~J. 1S SERVlC~ STA c 2+40,63. S-x4-" WYE I ::: I , / STA c 2+.c.l.63. 1.5" SER\IIC~ 1-.---.-+- ---- ,- ~--- - -1------ ------1------" 7' --~.---r_---_l . , ~.' I 'I ' . , I' I "I I ' I I . I' 'I' Ii ! I II I STA '" 2+81.6p. 8")(4" WYE f J I STA c 2+80,1:1. 1.5" SERVICE! 0J STA == 2+84.6.3, S"x-l-" WYE ~ I I I I STA .. 2+S5'13. 1.5" SER\IIC9 +1189.80 I I I I I iSr96 ----- T---il .-.-TI~-jl----II-----r--ll I 'I /' ,I, I STA 3 25' 6" ",,~ I I I I STA... 3+24.~3, 1S SERVlCEj I I '" + .613, x4 fl'l:. 1 1 I I I Sf A = 3+28.6D. s":o:-I." WYE I I r I STA '" 3+29 113 1 5" SERVlCa I !! I i~' I LL I' ,I /1 I r-~~_:-.. ~_____+__ '_L-_ I-I-j --.-------1-------1- i I -----::::::::::-.. I ' I I I I I I ll----~ ----:::-........ I I , I / I ~_~.-------,__ -'~<:~.:..~". ISTA = 3'.' .31 8',4' '/lYE I 'I I STA = 3+68 J,. 1.5" SERVle9 ' ~--=---~ ----~_ --- -.::""........" ISTA = 3+72.631 8")(4" WYE t I SS 1\ I / I I STA "" 3+73 J3. 15" SERVlcB1,,-"- -~-:::;:.~ ---_____ --~--- ............ , Invert :l.. 1BO.39 W I j Sta "" 1+78.9 II! " .. ~~ ~~---- --- ~~---....... " I ,..,_ I RIm'" 870./ 1 STA = 3+B1.jo. a It 6 TEE;,::::.._ _" -:.~~..... ~ ~ f""::. I, ~~= r., '. I ~~-~~-, -_.~-----~' - .~. II I iON , j ,_, j I : 1 STA == 3+SBf2 B GV. ....~"=::t:B- -...._ ..........~ ~ - J Ot-J +118647 1 1 ~~; I / ~ I j ~~'iiRM~~~OC~~ L--_ - _______ ~~ ~. 0 ~ . "~'''' Oi189------I-. .---'I----'og-l--------JT-------r----l-I----------I-----r..---I-~^ it::- - · a> ~. ~ 01 I ' I 'I ~ ""1~~I.A1 t""I ~ I............ ~. ''t I I i 'I I I I r----------:::::----:=~V~Af#:; - ------------~- I?Z._____, ',~........~... I ! 'I 0 / I 'I j 'I --------- -------_____7"'\ - '-. -........ .'...... ~ I I (lI ____...... :-...c - -....;:: '-.......... -.............. .... I i I I ~ / I r ~. '_" --------------~~,~~.~~,~-.........-, >......... ~x r--.-----------,--------.--L---J.- -- --1 -. ---.----- "-'- ---- ~-~ <- I I , I I I . ........ --" ------ "'''"'''- "-.. "',~., ~ I ' il 'I I I! I ...... __ _ _ _ .-,.---:>~., ,'"",~"" ~ J "'-. 1 I '1 I I i I --...... . . ---..:::--........::"'"'-..~ ~ ."", > '" .'.... . i I I I I L' ',I I '--.... --------:~~ i1~,~,,,, 1... ! I I 'I' I '. ........ ~'-" ~ '''' U11 ! I . ~..... .~", ... """ '... +I--~---~--;------L--i~- -L---j ............. ....., "'''....''~ ~ ~ is, I I m:5 I I ~~F5 II . -........ ............;:....~. ~ ~ I I 'I' F'I!r.t I 'ilhr.t I '. ..... ......~"""', ... . ~% '~a>> ..... ......, .....,...... I I ! "'~ i ill"'iiI ...... '" :~~""-...... II II I~; 'I: I I. ;~ "........, ,....~~~ I ala Ul ... "-.. '-. r-------L---I-----~---.f---T-- -._--f-- --- '.. '''...: I i I I I ! I ' I I i I I II' I I' I '." I II I I I I I I I I I I I I I OJ. I I I I I n I -----., 81 1-1 1- --- \1 I L-.- I I I I ~< '---:~<'~~<~~~<~~~= I 1 I !'''I /~~fJ nul nI:::l::: I --+----!-- I--~ I ~L--- I ^I frY 11'111'11 ---~ I I I I i I I I I ! I i I I \ I I I! !=UI ^ I, , I I I I I I I I - I ~l- .-- ----1-------- L__ ___L_ ----- 1- --i------L------~--------- -----, I o o co U1 <D o <D U1 N o o N o U1 r::: o --Ul , '0 II II ~ O!~_~~ i"ii", ::00 c.:> ::0 q L--/ $ ~2 S'"OIP W c.> o ~ )> Iii oi o c.> o ~ ""0 ~<n CDO G1-l -n-n mG1 ~i .,,"Ti mG1 mm O~ 0:10 1 BLPG *3 UNIT I' H - -.oJ o co U1 <D o <D U1 N o o N o U1 r::: o (') 01 ~ OJ % P HUSET PARK - COLUMBIA HEIGHTS, MN @Z005Bl'JlUf'nIlaIlCll\lIlEIIgnttn,lnc. tJrlvl!\lrtllf't'ld. ThIIll=:umlllllllllll ...ll'\lll1lllll al unA GIld b !hI Jl"lPcrl, al !lllllIl J>rQfuslanal fz1~itlfl, I/Il:., lIIll may nal b. \lud Drtoplrtd IIllhaul pricJ'.I1lJII l!OI\""L I SHEET mu: 38TH AVENUE - WATER AND SANITARU DRAWN BY SU< CHECK BY JWM BKBM ENGINEERS _-= .~- 5930 Brooklyn Boulevard Minneapolis, MN 55429-2516 Phone: (763) 643-0420 Fax: (763) 643-0421 E-Mail: bkbm@bkbm.com I HEREBY ctRTIFY lllAT 1l<lS PLm, SPEOACAUOH, OR REPORT WAS PREPARED BY UE OR UHDfR MY ~RECT SUPER~$ON AIID lHAT I AM A DULY UCEHSED PRDfJ:SSlONAI. ER~NEER UNDER 1HE LA\<; OF 1HE STAlE Of MINNESOTAl).,{ /IJ. ~/W."., V ~ B PROJECT TlTLE DATE 12/05/05 DAI'E 12/05/05 uc. NO. 19181 PROJECT NO. 04404,00 ~iO~.., 1'<01. PI.I' .illl'J Fhol60 2 Fr.l, ~~I 7nelf/6 Fha.. I co 1n7lI1!JU\l1l\Vfil#V. 1 MI/DS Cl~ CCnnenu i12.tre-Cl5PNle' fWlI Flal ~~~ ~ J-r-I rn rn ~ ~ 0 o ~ 0 ~ 0 I + -- 8i I I I I I I I, I I , 'I I II'______LJ_,U__ __I' I !!ll~ I I I I ~~ I I I I ~~ l 1 i I l"i I I I' , 0, I I I I + 11--.----P1prL=t..tsO,18 ~ 1..._......_......._ i o Pip 232 "" 1 80.28 Sto 'I'" V+Uu,uu o . Sto ... 5+96..31 HliHLANDER I RlmlElllV == 193.46 I i \ Pll. 2J2 . 19M! CB 232 I I I , Sto I"" 0+28.00 'I 'I sta j.. 5+96.51 HIQHLANDER I Ii R1mlElev - 193.46 i I I ! I ' I,"__'_'_'___~__+__~_'_'_""'__'_~_'___"__"'!'___H'_H.-.--.---,---1 I ! i I I I I I I I l I I I I I -I ~r-l1~ --t--Ig~ i"1 C) 01 ~ CO U~L rn ~ ~ 0 ~I_~___ 0 ~_. 0 8! I I I I I I! I 'I I i I I ~ I r--I-~---1 ' 1 I~~ I I .01. I 1 1~2. 1 I I ! ' ..... I t I I I "l I i 'i'1 ~I':m11m8nr' CEl....2M ~ I o 1'~e238-'~'l9T.8 -. 'Sta ~ 0+0 :oo-~ o m ~ I Sic... 4+ .# HIGHLANOr I ~o- i". Rim 8" 119B.33 ~~ c;~ ! ~~-~~ I I , c:i 'ii . C8235 i PI,. 235 '\'~ ':92.93 '1 st. = 0+2 .00 t ' st. -1+ ,44 HIGHLANO I I Rim Elev 196,33 1---1 -t- -- II! t;- I I 1 I ~H~--~-- g J rn JtO~tO I~ ~l~---:- ,:_ 0 g I I 1 \ I 1 I :g [--'-1~11\ I Pot 1 I ~~ 1 I I . , I 'i', PI,. J36:: "4'33~ I ~ I I ...-.---Elpc-'.J1....,..d\M.33. _ _ CB-23.6....-.__.__ __w.' o r Pipe 2J6A '" 19-4.33 1 Sla 9 0+00.00 o Mal I Slo q 2+01.57 HIGHLANOER I ~ol I Rim ~Ie...'" 19B.00 ! I ffi~ ~ 1 1 1 e~r ! CB 217 I I PIpe ;;!37 ... 194.53 Sle ~ 0+28.00 l 'I Ste 2+01.57 HIGH ANDER I I I Rim 1111...... 198.00 I l.____..~_.""_!______._I---.--.---~w---.-.L--w-.--.-j \ II I I I I ' I I I 1 I i --1 . I ! ~I I I 1 g~--r~-I;- g ~-r-- N o ~ 'l' 6 PROJECT TIM HUSET PARK _ COLUMBIA HElm~ I SHEET TIM PHASE 2 PROFILES I z p ~ ~-f-~I ~ ~- t rn rn ~ ~ 0 0 ~ 0 __~ 0 ':"_0 ___ ~ _ 8 I 1 I i I I , I 1 I 1 ! ! 1 i ' I 1 I 1 I I 1 -r---i1-r--r-1 ! 1 I I I O'i' 1_________11_..PJ,._ZlB_"-lL7~ - : -" --_.- -fH-2JB--___---~-------J Pipe 239 "" Hl1.75 I te '" 0+00.00 j o I ta ... 5+83.56 LOOKOUT I 1 I ~rm Elev '" 199. :5 I- I \. i I I I i ,I I I-+~t ' ---+--t-l I I ,tl I' I : , i I ~ I I 1 ~L I I lL I _L I 01 I- 1 ; I ~ ---1 [ I ! i I I I II I I I __~L ~~ I Pip. 2J9 - "92.50 CB 239 l ISle'" 1+82.B N I I Rim 811'" "" 1~5.40 1 + I Ii, i I 8@-I-\@ ---r-~-~~ ~r-r-'~ I I 1_- ~ ~ N o o --;1 1 I I- Sla '" o+OO.O~ Rim Elllv "" 19$.00 ,} \1 ~~ g> ~~ ~g, ~ o +,- 01 01 \ Pipe 215 } 187.85 Pipe 216 187.B5 Pipe 223 181.85 Pipe 215A 191.19 ~; I +1 ' 81------\- I -'\~;;l - I 1 I \--~~2t:"~~-,~;; +-;.-~tl------fl ! I ,Sto = , 57.70 1 I I R;m 8"1- 192.00 I- I 1 I ~i N I I g~-Tl~ -I~- ~- CB 215 ~~~ ~e~+~2'~5.50 @2llCfiI!KBUPrvlc=ionGl~~~ AAlkjhtl~ lhiIrIcIomrnlltllln,ltu!IaIlol",*,,\IIIdlllh,,",,",lr 01 lIKBIIl'Iolf1,l"'ol En;lntn. In,", ond mOT "01 ~,yKd llI'~~lprlrt'rltIlIl\ClIflMnL BKB ENGINEERS DRAWN BY SLK CHECK 8'1' JWM DATE 12/05/05 I -I ~~ ~ L rN ~I~ 8\ _ gs -- ~ _ 81 g I I I I 1 I! I'---t-- ~ I ~---J I I II~ I \' I i~ \ o~_ I "l I J - 6 JI;le..J22~aa..6 -~~cf+CKCOO-- ~-_. o i"b I st. ~1_'+"'2B 3B .\ AVENUE J ~ ~T Rim 9" - '92.B3 I ~- ~~I I I 5' Pipe i!21 "" 1 69.45 ce 2Zl I 1"lJ Pips 122 ... 169.45 Sla -;;;\, 0+28.00 < 1 Sla ... 1+96~B 3BlHl AvENUE I ~ I :; RIm Elev .. 192.83 I I 1-'"-.----.-1--------- ___---1__.___.__J________."1 l'~ I I ~ I \ I I ~ i ; I ~ I 1 \; _' I E I 2; -r-- -+ L-h-~---~ o I PI" ;'0 . ,",,14 , CB 220 I I I Pipe 21... lB9.1-4 I Sta .. 1+08.58 , Rim Elev ... 195.15 I ' . I I I I' I' ,I I i ! I I i _2.__11_ I- I I \( I I II , i ' I ~llg:~2~b :: ~:g:~~ ee 219 1 1.-----. -stal' "1-+9:;J,91--!- o ..... 0- Ste 1 +94.63 PINIACLE o g: 51 Rim e...'" 193.21 ~- ~~ eel8 s' Pipe 2H~ .. 18B.73 Sta 'i" 2+t9.91 "'0 Pipe 219 = 186.73 Sto r 1+9-4.63 PIN1ACLE < I Rim e...... 193.21 -I n ~ ~'; I ~ ~ ~ -L r----r1~ -. - ~-- 1~-----1---'- :~ ~ g~ ~g, 'i ~ ~ ~ ~ t- ~ " Pipe 217 '" 188.38 217 Pipe 2161", lBB.3B Sto ... 3+09.58 Ri5 l""IClI Sta .. 5+27.49 AMSOEl.l j gc= ~ g Rlrj1 Ele... ... 19J.9el ~-. --. J I .;1 :::::,;1 c~ :"''''0 1; L.l(3 Pipe 216 ... 1B8.27 ca 216 PI,. 21~- 'BB.27 ~l : mB~ R1 "Sam I -----B~J.J._ i VJ + o o ~ if ~ ;; . w \J o o l:! .. 5- Sta _ 4+50.34 Rim Ele... ... la5.50 ~ ~ '" 2. ~ n ~ o o !:J " Pipe 214 -\ 187.~-4 Pipe 215 .. 187.54 ~~r ~~ &el- ~~ - ;'1 W~m' CB 213 rn Pipe 213 ... 1B7.3B' I Sta... 5+9z.l51 gl"""t~~-~-If-~-1 \ I \J~ I I I I I e~ \ I Ilr--i- ~\----II~f,--- ------1-J ~ ~ ~ ~ N rn rn ~ ~ 0 o ~ 0 ~ 0 ~Cl 2~'" 5+6-4f,' Sto _ -4+29 6 KORDIAK Rim E11l1'" III 95.B1 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fex: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERTIFY nlAT THIS PLAN. SPEOFICA'llctt. OR REPORT WAS PREPARED BY !.IE DR UNOER l.IY DIRECT SUPER\\SlOO AND lHAT I AI.l A DUlY Ua:NSEl PROfESSIONAL ENGINEER l1HDER THE LAWS Of THE STAlE tf MINNESOTA W ..I '1l'l . U " yv. (111Jk.\.; PROJECT NO. 04404.00 Jj~i);OW!...,,,,.,.P"'! bi'la FhI..2 Prel. PI4' I mDIC& fiN.. 1 CD . 1fJ7/D5U\lrr~fiav. I 8J~1/0CII,yColul"'1J 12.~5."SfhlWl1FINIP\.!1 DAlE '2/05/05 UC. NO. 19181 [~ ~~ -f~ J;;:; ItO ~ 0 ~ 0 ~ ~ -- - -- --_ 1------, 01 1\l<'l'i"i'~~5 I 0\' I <",,,,,g5lr.1 ~~~:~d' Q-Hno;Co I I I ~~~~i~ , 1 ;-l~~UlM I ffi~ r---i I I 1'..;, 1--- I ~- - I s: ~___2-J=-1BJ' I _M~______~ o 1 StIJ=ooo.oo I o I Rim Elev "'" 187,03 I I Pipe 245 "" 183.37 I ~~11 ~~+20.17 I Pipe 246A1'" 183.37 Rim ~lev ... 168.051 I I PI~~eZ~~ :, ~~5:~ ~~ ~46Jl+JD.55 . II I-=-~~' rl, ~ -tR'~ S"4'B,-a --1 I 1 a>;;; I I ~o_ I'; "a _ ~ 1 ,;;; a I_ ' I ~, I' p 1 8 I-------~~r:,~-:~-:~::: -- ~---~~:-~~:--r-----l I T-'."I lr~~ I r--i--.c-t---+--I 1 ! \ 1 I ! I I I I J ~i ! I I I gr-l-l~~---~~ ~ rn rn - to to ~ 0 ~ 0 ~ J~ I~~~ ~ ~ ~~ I" 1--' 01 I I _I I , , I I I ill l-----i i 'I ----j--".----.- --- I 'l ,,_._______ , ... 1---------, I H I I" I ! L7'Ba~' M~g~40~'&fhoOl(OOI o I p, . 24a1-+--:'BB;1I tlm 8. r ! + !.---~pe-2~ - '8B.2a CB ~4a.a..16 LOOKOUT I 0' Pip., 510 _ 3400 , 01 2....'1- 188.24 1 S~a 8e~+..i '191.34 ! I Pipe I RIm II 'I I I ' 1 I , , i I I I 1 I , , --l---I ! I -- 1_____ 1_ 'I '---I I ! I i I I I ~ \ ._----.-J ~~---I;-- ;-l~ ~ 1~~tO+ t;:; ~o ~ ~I I I I I 1 I I f---~-- -r--r-l 1 I ",0 I I ~~ I i~ 1 I s: 1__'__P.Jp'''''2L_'BB.2>'[~~O~.1.o___'__1 o I Pipe 2431= 1S8.36 Sta '" 7+00:28 RAMSDEi.iJ o f!lg:..... p!? Rim E1ell 1191.34 I ;;;e;;~ I I ....~ u:;. !~~ -=-~t CB 243 I I ! ~ I Sta = o+2flOa I 1 Pipe 24i '" 18&48 I Stc = 71"~:2B RAMSOELLI I I Rim EJ" 1'9,.J4 I 1 ! I . f--n-----...-..!'------i----t------I I I I 1 I I . 1 I I I ~' I I 8~;-l~ -tl;- f~~ ex; ex; I~ It;:; I~ ~ "-=--:--~F-f---1 ~ I I I ()1 , 1 gOl I I I ~~ 1 ~ I I_ t<' fTT o N () I ~ o III ~~ i8 I i~ :::-i 01 . I g, 0 6rPe fo"2A~~.'J- ~~~~r,R'Ollor__- s:: 0 I Rf,:, "'1 = ,91.9 1 ~::c , I I Ip. 201 = 'BJ'4 I "H'I,a, Ipe 202 .. 186l-H Stc - 01"31.01 pre 201 ... 186.1k ~I~d ~~ = 193.58 Stc ~ 0+36.10 __~~_~ ---~-~L.---- _~!:jell "" ~~~~~L---.~-. 11 ",r: I I I \. I I ~I!! J I I ~~ 1 I +1 I 1 I g~--j~1-t;j~T- 'l' 8 z p (") 01 b1 o PROJECT llTLE HUSEr PARK _ COLUMBIA HEIGHTS, ~~ I SHEET llTLE PHASE 2 PROFILES ..--J l~ -LJ~ j- ~ rn rn to to ~ I~____ i ~ en -~-- :___1 15 i ' I I I I' Iii I 'I' I I I ' 1 I I I~ I I . . --T-T1--r-J . I I i~ I I I ,. 1 ' ; o I Pipe 203 '" 185.44 I ' +--~_lI-wt~.J~ 8 I fT1 b I j Stc '" 7+6i.31 KOROlAK 1 1 =~- , : Rim E'" ='~19'_3a I w 1 i r PIpe 204 t 187.98 I ca 204- II I Sla '" 0+ B.OO 1 I Sla Ie 7+ .31 KORD1AK Ii Rim Elev 1191.40 I I I I I ,--l i I I I I I~ l;--t~ + o o ~ ~ rn o H~ ex; U1 0 1 + o o ~I rn ()1 to o to ~ II I o + o o I rii~ I ",a Slg ~~ ~s: I 1 "H2as~ J .~PD-.205.-"_'B~.511_ ~g...;...~, ~'B~-~'l.or~ ~f~: ~g~ :: ~g5:g5 ~t~ ~e/ iiJt~f I Plpo 2061... 188.18 t Pipe 207!'" 168.18 5ra 2260+ 52~ ~ Ol pjOl ~~ "" 6+ 7',1f16WNNA ~~- ~~ I EJa'l iitl~ -~~ CB 207 J. I :u ~l~ :: g+ i:g~ PINNACLE __L:I-tt~-I O~ I \ t-li~ I ex; I;;:; ItO ~ 0 ()1 I l + o o ~ ()1 rn o @2005llKl1Uf'nIloab>olEm;<l......m=. N1ri1l~lJ~ lhltdcclm<<\llo...hllnmonlnl........dlllhl"""'""J nl IlKlllIl'nllaobIcI El>9l<1.... lIIt.....d mOJ hnt bI umt ....tIlPlld-.;lh..llJllW'.-ltl..~1. BKBM ~- ENGINEERS -::::- - DRAWN BY SLK CHECK BY JWM DATE 12/05/05 J I I I ~ -I~ 1~ ~ L IN ~ rn rn to to 0 f- I:"" " -r--I" -- D r -t-h o II Pipe 210 '" ,66.92 + Pfte 211 - 190.79 01' ~~, ~~ 50=5-0-92.52 ORalAK J 1'"'0-' 1'"'8 Rim ErIlY'" 194. 2 G; I -~~ n ~ ~1 I . ~Q - 0+28.00 I ~ rpe 211 '" 190.93 stQ .. 5+92.63 QROIAK I 1 I RmS,,-,BU I-~- 1---1--r--- ----- "I ~ I 81~-t--I~I--i~ Is-- l - J~ l- IN rn rn to to 0 ~ 0 ___~ -=-_ ~ =-____1 01 'I' o. I ! 1 I I I I I I I I I I I i I I 1------J----11--Zr--j'-- -------' a'" , , 1 i~; I I I I I 'i 1 '1 i " I o I PIlle 212 '" 190.1 \CB 212 I I + 1-----P"'---1"l3--r ~f:7~$g?:9q~. TOOROU'-"- 81 rn' -m~ I RIm Elev"" 1980 II ~ _ g:~ II.lH 20BA 'u Sta "" 01"21.39 PI~. 2aBA ~'B7'B" I ~lo = "B"rB LOOKOOT plfp~ ~~~ ., ~~k1~ m2~ev co 9,.04 Plpa 2241'B7.69 ~o - a+~B.~~ Pipe 209 ... 19 27 to ... 21"81. LOOKOUT . 1m Elev '" 80 I , I ,__ ------1'.---- -ri- g~ a~ -'I ~P.. 'i ~~-1 to o to (Jl N o o ~I~\_~ 81 1 to ()1 N o o ~ ... ",a ~I:! a~ pI:! ~a N o + o o "..~!'.;_2.:50.~~~~.-.---._.-..1 sta ... J+ 76.3 AlLEY Rim Elev - 1 5.35 CB 228 r if~ ~e~:!tf/5.3~LlEY i ...-J ~ l~ N ~ 115 5930 Brooklyn Boulevard Minneapolis, MN 55429-251 B Phone: (763) B43-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com I HEREBY CERllf'l' THAT THIS PLAN, SPECflCATlON. 00 REPORT WAS PREPARED BY I.lE at UNDER MY DIRECT SUPER~OH ,\NO lHAT I AU A DULY \.JCENSED PROfESSIONAL EHClHEER UNDER THE u.\f.i or mE STAlE 11 "'NNESOTA lh' f;J. 7l/4~ u' . DAlE 12/05/05 uc. NO. 19181 PROJECT NO. 04404.00 ,~i.ON~UJ I Prel. f'1a~' .i/t>5 Fhu47 Pre!. pia 1 . T/.ItI/0S FhaN I CD I . 7nlltJS UUl!41 Rev. ISJ~IIIt6CI~~l.I f7-"S.tlSR1/Ite21'ln!fPlal (") 01 c.n ~ c z ~ ,A) ,Ul I::{ ,-< ~ I~ 1 +-0 ~ w w a i~--.2--,~- IUl _ 0 I I I . I I ! I i~- . I I i 01 ~r~----'-"-' I i I I I I I :;:1 :5,--- I i~ I I ~\--- \ -~ I 0,>- ~L-~.~---; g;l ;~ I "'~ I I . J I 1 81--- i I a~ I j ~~ I , a~ [ I I .. I 0 , ~~ I ~I m~ b~ &j-. - .----; 1 01 I ~ I I I I ~ I I I I I I I ' I ' ~l I! sl----------I------..J1------LI'-:;;- I j ~ I I I II' ~ I I I !.l ! I I ~ ! I i Y !~-- t- ---.-L-.- I - -i OJ i I I I I I" I I '~ ' I !l-- --~~--- --I ! "\~ :l~ I ~~ 1~ Ii ~!:J II~ ~ ti ------1 I I I I I I . J"~ I \ ';;! \ : p" I ~L-J :''L-_J 01 I I' ~ 'I I ~~ I:; I I I 'en i mi m~ 1 j i +' i:n I , , I ~I-----~l ----'1---1-----. I ~ I I I I ' I ' I I ,I ; "I ill I gl-----r-- --..--t---- 'r-~---.-l ! I i I I I CHIl i I I , :~ Ii! i I' ~." i I I I ! ~~] I ~~ I I I fl j !" ~ I' I -..Jl ' + +~__"u,,-"'__ _ ---1__~__I__1 Ul' l'T'I1-11 ' " -I 0\ z.,..> I' in I O~II ~ I ~~ I I I I fTl"'l i 1 mm I , I I ~ I I "'! I i I I +I'.-l'----r'--I'-...J 8; ~ ~ ~ U1 0 Ul 0 " o I + o o " U1 OJ o OJ U1 to o to U1 I~ I 41 ~~i I --,"o--J1 I ? 1---1 I II _1 I.. II I ~~ ["L, II ~ I~' I ----+1-- I C1Ul -- .~ ;; \;j J "\~ .-~!f--~--"- ~1 PROJECT TIllE 1_" is " E " i" ;;; i". i -~-g..\--- ,l 55 ttQ Rim ~~- u- [0; I~ J:::i jm \~ I~ liD ~I:--l:-- I~-- :--l~--~-T--l I I J i I I i I I I I I I I I~' I I I 'ITI-l ':2 _ ~1Z6rl I I uxJ o :!! I I I Stc '" ofoo.oo o .! I Rim - la2,07 I I ~ I I. I "~ I I I II I I; ~~I I I~ I? ~. I I I -0 4..-- ! f--l' '---------r--.- "-J---'>l.,,,-~----,---------L , I a I mil I i I ~ e' I i I I r'" I ' Inverl=177175E; I I SS2 I I Invert'" 17 .17 N ' Stll '" P+74.J9 I I I Rim - 1152.'0 I " I ~ I' I Inveri. c 17\7.25 5'; 5S 2A I + Invert .. 171'25 W I Sill '" +93.50 81------r----j- ~~r---r---,i~t"-- I i I~!:' I 'I I , , I " I I I I I.",rt = 177," E ? ! I I ~f, 2~ "'",51 I ' r-----T-'n"""-=-'T7-SW- -T- -- 1 . - - 'fr~1;g~o~-"IN"'""'--1 I I ' I I j' \ N' I I' I ' 81~-~'~ ~ ~ ~ ~- -~~ m " " OJ OJ to to U1 0 U1 0 U1 0 ~ BKBM ENGINEERS 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) 843-0420 Fax: (763) 843-0421 E-Mail: bkbm@bkbm.com 1 HEREBY CfRlIfY THAT llIlS PlAN. SPEOflCAl1OH, OR REPORT WAS PREPARED BY ME OR UNDER l,j'{DlRECT SUPER~S101l A/iD lll,l,T I AM A DULY UCOlSED PROfESSIONAL ENGINEER UNOER 1HE LAWS OF THE STA'lE Of MINNESOTA rr w. 7!1'"'^-- DAlE 12/05/05 Uc. NO. 19161 @ ~ IlKIlIJ f'rvfnlbl/lI ~gincn, ~ .IJlriljkl........-Wl1. thlJ.dcaJm""lb~Ntn.ml:rII'd....,a"""bl!l.ptqlflll cl 1!KIlI.If'rgllulalolEnp..""c.,llIldmGtnotbcllMd ClfC(Jpltdlll1/l0lllprlcrllTllllnCG'llItlL HUSEr PARK - COLUMBIA HEIGHTS, MN I SHEET mLE PHASE 2 PROFILES -I DRAWN BY SLK CHECK BY JWM DATE 12/05/05 N I,~ . ~ 1 ; ~--f----r-- ; I I Lw I 1 Inv...H = 179.70 N" 181.24 W :7' AVENUE O~I~---t- ~ _J~_I~ 01 i j-l I I ! I I I I I I I~J~ J SA ... lBJA4. ~<<i~.'aJ.46 -2!5 Pipe 251'" 184.65 :!! S\ ... 0+00 00 I ,;~ Rlr EIIlY ... 1B9.00 \IN \ I at I I i~ I ' I Pipe 2~ .. 183.62 . C8 247 J Pipe 241 = 183.64 b -----1--- - ~ R~rEl" - f...40 \--------1\1 1::; I i c' I : I 1 I liP I I ~ I I ; Pipe 217 .. 183.95 c 248 I Pip. 216 = 163,97 I Sr, a 1+1,'7 i I 5to "" 3+9 .70 38TH A E I Rim Ele... 166.32 \ . I jr-------- .-I---------~\i---------I. .---------1------------1 I I I N! I I \ I 8~-i--t- ~ --r;-.J o + o o PROJECT NO, 04404,00 ~iO~w I R'cI, PUl' '&ilt:lS R1Ill8 ~ Pra!. Pia' I 7IJ0/rDS A\!IIS I CD I 7ml1J5 Ullll~ fQW. & &{tI1/1llS Cllg CaI'Mlll 11.~.05pkue 2 Flnal P1.L >- <t: ;5: C\I ~ w z w ::::> z w ~ ~ CI) 0: W > Z ::::> o <t: o II: \ \ ~ 1 <t: \ ~ \ \1 ~ \ \ \ \ 1 \ \ I \ I i \ \ \ \ \ ; , I II I I \ \ \ \ I \ t \ ! I I ~I ;5:1 C\l1 , , . I ! \ I \~ I' I \-- II I I ! I ! I ~ II ~\ ~\ \ ~l ~ >-.1 1--1 tf) i \ p::! ~1 I ::;:11 ~, I ~\I' \ I ~!Plli "l-iWII I, II \ ,0:= '\ "k 00 '0 If Ir , I I I \ I /: I ~rn.-, .~ I ! i I J ~ :1 J~ ! - ~_!,(F~ I~ rl .- '" I II I I '" II I~l; SLOG *11 '11 I ,f/ 7 UNIT TH Il~ ~ ~~:'llI1~ 1J 11 jit n !\1'1~1~jq--,-- " III f~lj : IIII~I.~ ~ .ll.m~!J' 'lJ,Y1ll 1 t-- ~~l.li 1/ ~Tl111J 1111.11 r ~ x x\:E '\\T 1\ rnm ~ i f\ \\" \ ;: = a:l~\--';\ \~ lo. II fil ml l'..~t ~ ~ rr- ~ r ~ \\~(';'\\ " ' _ ~~ _~', m 'l~~Y ~~-,~~~ c~ /~.~t~~ ="'-,,"'''' '., """'"'""'" I 'i:;&'{IY/,?l /~ 1/' " 1n1 II I m I I m I /,~ ~ ,'/ / />/// _ M I fl,''1 /, /.:/? ,/':"_>//...; , rllf'w l!l .,.n,) ~ / /' / // / /' Imi qj; . / fj/ f// / "1 II II m II ~~;'/~~:;;j.l~;:~~/t II 8LOG 424 - 8 UNrr T.H. .' II IZ,,;'." J/ // / .' ;"YI::J ,.// t t -, ~ /' vil>'// f' ff [ ,I ,,:1'1/ t "0 'l.,,~tJ/; I I . 'i ///tf if// / ' ! I "r~ ,ji!! qf;'/ r ; I- 'I / i !,t! 'ii j,l / I W : I / /ii III ! · W ~ / I!,/ ,)"1 ,:f -10: /I/! 'III/IE' I- ml I II I rrl,ly,ij/ /I!? / 1/ CI) , .j~ / 1// I ."-~j; . J~ .I ~/. ! i i I lUJt /!ft)~: '. /;1 I ~"""""~""9I'8""""'::"'~ J '~_.,,_ 1/7 / ::il/ I ~ ~ 'L~ // I j / 7!// I ~ ~ ,--I . ~ ~ ? ~ ~ ~t EXlSTlJ/c ~ ~ BL'/LDlNC ~~ ~/.../////////////~,,(~,///~.~.A ~ J L_--l o I --'- /... / ///' \ ~ .--I ~ T Gl ; I · JI :J C..,G:~~;'~ m m ~ i..t v'" .40.22/.1/'. m iIII I I SLOG *16 - 6 UNIT T H o "" \ \.tl-, " \ \~\\ \, \~\ \ ~\~O" \ \\~,:,;b \, . \, \\ \~ " '~\ \ '\ 0 " ,\ "'" \\\V :>\ \\ '\ ~~ \ \" ~ "'-' \~ ' '" SLOG *33 8 UNIT TH - 2 STORY 11 r-1 m I I r I :> II II - ~~ OI~- I 8LDG *13 - 7 UNrr TH , m I I II m II m .. ~ r W I I II Wi II iii 1m 4' SLOG +17 - 8 UNrr TH ~ i! '" ~ [j] c-l ~ 1 ~ r'1 mnr .. I'" D SLOG *23 - 7 UNIT TH W L mUL:lL m ~ ~ ~ SLOG *34 ~ ( SLOG 1135 ) 6 UNrrTH - 2 STORY I, I 6 UNITTH - 2 STORY I -- --- :.-- m ----= --<-<> SLOG 1136 6 UNIT TH - 2 STORY '.h SLOGi37 6 UNITTH - 2 STORY ..., r'1 m.r. J II r- m I ~~~' ID==Bi 2: SLOG *26 - 8 UNIT TH m SLOG *25 - 7 UNIT T H Iml II II J , I I 1 ___I !\ \ I r nI SLOG *10 4UNrrTH if mil II [j] ""'" m +;x 'ri ! l, OJ IFi Il- 9 i'9m Ir m [j] = . := = m m I- ~ 1 '" [ ~ KEYFD NOTES KEYED NOTES ARE DENOTED BY Ii!QJ ON PLAN. III JOINT GAS, ELECTRIC, CABLE TV, AND TELEPHONE UTlUTY TRENCH PER DETAIL 1/C6.L m 4-INCH SOR 26 PVC PIPE SLEEVE FOR UTlUTY ~RRIGATlON 0 SYSTEM, REFER TO DETAIL 4/C9,2 ~ III ~~~G~TIgNIN~~::;:~A~E~:'CE. REFER TO UTlUTY PLAN FOR 100 25 0 I SCALE = 14 IRRIGATION SLEEVES ADDEO 5 IRRIGAT10N METERS ADDED & /STREET I 10' TYP, UTILITY EASEMENT 5' TYP. "- o / L ><:m un:: <{:o --= u ORIVEWA Y /GR~~. ~,~.~;:/';.' Y- ~~ ~:~EP~~~crl~D $;~ / ~/,.,/ CABLE TV JOINT ~ ;~ UTILITY TRENCH Y/) ~:):"$; ,. ,~~ '.,~,<<"",.,:<.", '<<"~<'~'S,"\~' ~{~/.:(,:'//.6~;~;z;./.V'/..(~?.:/,(<>/.' D412 SURMOUNTABLE CURB AND GUTTER, f1\ TYPICAL JOINT UTILITY TRENCH ~ NOT TO SCALE 2' TYP, N ~+ 50 l' = 50' "- o I- en ill '" :0 U AND CURBSTOP LOCATION PROPOSED PLAN SYMBOLS & ~~~TD~~tii~6~CH rxxxxxxXXX~ 100 I UTlUTY SLEEVlNG STORM SEWER SANITARY SEWER WATER PIPE REDUCER CATCH BASIN/MANHOLE FIRE HYDRANT WATER VALVE IRRIGA TlON SLEEVE ~1-H I SLOG .12 - 7 UNIT TH m - ) ) >) " I I I .. @.. ... X I " " " .... .... I KEY PLAN 4~ ~~ i ~ H g1. -;c; ; -; U;; l n~1 !1 ~t; ::: s~ j; \ <l~Iill!;,;r l'l~B!\l~- ~~;:5~ '15:<li!! :a ~w<ffi 't- ~~~~~i;.o. g !<;;;;:ilj FE~F5 ~hi5g 1'i~1'ig~ B~~m~ ~n~= g ~ a ~ m ;;; uC}l ~ ~&l@ q ~~<q-""'B ~109t\lx ,iJZ;,1(1;D@) c~tOM >. --v E ~~~~S! ~ m;~~ ~ ~ 5 ..~ :i'l~a:~uJ .~ . !~ .. . ]i~ 5 ~il j ~i, E I!~ i .~! ;d~!! i' d. 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I. I I,,,"" II \ 11,'-' I J I ~ (1'. E I. I EXSTING HOMES \.;-= 38TH AVENUE II 1 I HUSET PARK COLUMBIA HEIGHTS, MN GEOMETRIC & PAVING PLAN PROPOSED PLAN SYMBOLS N 81TUMINOUS PAVEMENT I~:;~~j:~~;~;~ I" g.. ,. "'j '-.' - ,.... .:: ~!~ ':...::' ~~.} -dr CONCRETE PAVEMENT I~ PLAN SHEET MATCH UNES _ , - HUSET PARKWAY R.O.W. PROPERTY LINES ---- PEDESTRIAN CUR8 RAMP /i1\ 0412 TYPE CUR8 861 B TYPE CUR8 GENERAL NOTES: 1. ALL OIMENSIONS ARE TO GUTTER LINE OF CUR8 UNLESS NOTED OTHERWlSE. 2. ALL CURB AND GUTTER IS TO BE D- TYPE SURMOUNTA8LE CONCRETE CUR8 AND GUTTER UNLESS NOTED OTHERWlSE. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUOINAL SLOPE. 4. FOR PROPOSED 8UILDlNG LAYOUT REFER TO ARCHITECTURAL AND STRUCTURAL PLANS. 5. FOLLOW ALL CITY OF COLUM81A HEIGHTS AND ANOKA COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PU8UC RIGHT OF WAY. 6. NO PONOING OF WATER WlLL BE ALLOWED WHERE NEW PAVEMENT MATCHES INTO EXISTING PAVEMENT. 7. ALL PARKING STALLS, EXCEPT HANDICAP STALLS, ARE TO 8E 9 FEET WIDE 8Y 19 FEET LONG. 8. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. 9, REFER TO SHEET C7.5 FOR TYPICAL SECTIONS OF ROADS. 10. PRIVATE WAu<WAYS ANO STOOPS ARE TO BE CONSTRUCTED BY OTHERS. !~~ ~ H . glg~~ ~ .!l!llS:iU!! ... g!Qd'.d'.iiI'lU ~ ~ ~~~~~~ fl::t?i!:ii~~ D..O~~'" 15ti ~ ~~ iE ~?ibl~ E S~g~ t fa:=>>-- '. ?5l!il'll!1~ g i~';~~ u " lD_::::> ''''- ~~~~~"'" ~ r;hfgg 0 -... ti~";5::;;!t3 ~ >--~~i~ ? m25f5 :i ~ ::Il!:llfb co 1;; -o~ ~ ~g)~ q ~~.;tT""E 5109~~ (JJ~~~@ ~-~"'E :i:~CTJCD.n g[~Ci):5 OOmiD~= ~~a"~ m~a:~uJ 1111 I I Q1ffil ~~ CQ~ -. ,. l. s1 .. .E .. ~ i ~1 ;- 0.5 t ,f! ~m ~ ~ 11 ~ji ,. ,. .... 1.1:. 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I 11 I \ 1-0 5.0'-'. ~ I I H I \1 ~:o,., ~~'f' m f ~ . rti:".2,'rIP' \J BEG n'o = 0'00.00 _' 2.0'--1 ~2.3' m>. ~. I ; ~ ~ ~ ~ :-+. I o'rlp. ,I f.--= -- -----l 2l o' R20u' a.Q'-' rR20.0.r 11111111111 IJl ~.. rr ~ 1\ III OJ. Jl~,I':' [} .;.... -. '" ',', "t1'I"~.o'm>" -'~., 20.0' I ~~ ~<.. n,nnOM _ 1Il, ",,' Slo .,:ri.55 _ . m I ENO 510 ~O""O,='I 5'~22.0'- I I W. - "0' I 7":100++7.05 g-----~~~~-.::3}-"---s:,~}n.~.E--.----i-~'~ m _~i,-~l.....~l~rfR.. ~2o-;:;:p--1Il -. ~ -, I ./~~ [j]'-o_" '..' ,,: :~~,;,: "m'-::.',~', '. ,,-',~ rn '~f,q';- ,:,'~ rn ,;,~~ t':r i" '" ". [j]\ , I \ 'rnl\r'~'- ~ 8-'"J::: .'~. ~ ~ ~ ~'';~ ;,~,~~.,l ~~,~r';' Ir- ~ I I 'fi 14.5' _8le G *12 - 7 L NIT T H. ' ;~.o _ : 81-0G ~13 - UNP T.H. 23.0 -= '. 5.~l J<t: L i--------' II:" '-- I:I i, t I ; "~li~1Jl l J l J .5.0 -.:~'- l l' : ~~.:,-, I~C-: l---1 :lm ~2:':1 ~~~ . . . .~ ..... .210' .I~ .... '. ". ..... '. .~~ Mf;':r- ~ =,.... == ~~. 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RT'''' '1\ "1 ... -:::' ~0.0' 'I.? 11'. I ,.O'TY? c7f~ Ii i ;' 3 "', 2 m:. ~~:~: IJl rn 1Il,lm J'" . .ONP.. . '~;'~C\ III, ~, ' J ,'---' .. l-,;,.'......2'.lb.2~..'1..~1Il5.-,_. ~,..- 01'-~ '..'1.' ~ -40.1' L; 8'-.1 II I ,~.. ':_ I _ , "7."tdGm '~~~T6H~~;S$SHEET~7O;: M(~ ' -., .. '".. i~_ , -~ ..L';"';;_ ,-~ 4-, i~ I,. I 6 U. ~fT.H - 2 SOnY '" . 6 \, NIT T. . - 2 TORY ,. I T i\ II ~ I :.. i = . 1 -".'"1t ~T" = "r" = ;0 T\\\\ U I U~~~~k,. ....;~<y ," ... '~~...: ~l ~ ~ ~ I ~\ ~1_11 I 'r'-I .' j:1 ~;'b 'n- ~r ~ "\. \ ........' II I. I! II " Ii f OJ' II ; I . :',-''{I,. 20,0' II ,I II Ii Ii I' II !l .D'I ii" ~ i ;;>1 ~II I II \\, \~~~ I I i7 N -t 30 15 0 , SCALE 30 l' = 30' 60 , KEYED NOTES KEYED NOlES ARE DENOlED BY ffiQI ON PlAN. OJ INSTALL CONCRETE WAIJ( PER DETAIL S/C9.3. IIlINSTALL ellUMINOUs PAVEMENT PER DETAIL .l/e9.3. m INSTAlL PEDESlRIAN CURB RAMP PER DETAIL 9/C9,3. m ~~LLT~i-r~lt1~/~~;R~ ~/~~.;~gRG~~R ~~ ~~ 1jC9.3. TRANSITION fROM 0412 TO 8618 AROUND LOW POINT CATCH BASINS IN GUTTER UNE. CURB AND GUTlER IS TO mANsllloN FROM 0412 CONCRETE CURB AND GUnER TO 6616 AT ALL RADII. m INSTAlL 8618 CURB AND GUTIER CURVE TABLE ~UU8ER OF CURVE - ARC C6 1. C7 C8 C9 Cl0 . CURVES IN TABLE ARE DENOTED BY A .C{Nt ON PLAN CENTERUNES OF SlREEl5. HaRD LENG1H a.oa' .44' .44' 1.28' 1.01' KEY PLAN ~~ & f 1! <; Iii <8 '" i5,ti ~ ~~ '" ) 1l?;i51\3 '~ 8i~~ :~ ~~~w-;;:" ~g5j;: ~ g ~..;i1l,~ g 1':;<5 . = ~~~~ ~~~~;:: I'l~~;!~ >-;'::Qi9Z m~i5~~ =~~g::s ~ o ... ~ o ... ~ ~ co 10 E u'}J 0 ~g}~ q .!!!~vT""E 5L09~:i! ~~~~@ ~.~M;1)~ e8.bf315 en m CD t:,i:::: ~E5"~ ffi~(duJ I~ I~ffi ~~ ",,-5 rn~ ,.. li Ji~ ::~ h 116-, ~~l i ~ ~ )i~ i . ~1! .t I ~J!~ ~ : l~i i! ~~! @ o 2 ? I;! ;'i ~ ~ >- >- " m ~ ~ o u z ::: f1 :::c (!) jjj :::c <( iii ::: :::> -I o o z <( -I a.. (!) Z ~ a.. cd o C2 I- W ::: o w CJ ~ '" ~ ~ c: <( a.. I- W en :::> :::c SHEET NO. C7.1 I '1\;."~.'JI5t.~2+s'1.3.: ul-,2i~,' ..t. .'1';. 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CO ~ V-- I ':. \\ ,~ : : 6 U~ f~~..~ s q;r ~ ~ : , 6,M) 43~ nORY .... '. {"," ~ ~ >- ~ i '"~\~\, :' : .,,' " ; "' I~ "= OJ = OJ : ..{.:-( :r:~~\1 ./~ ! 3 .,' 3 .' 3 .,. . [j] ." L:!J 1 L:!J . [j]. '::J i ....- . IJJ 31' [j] . .'. I / 1"'/ !.----. [.' .. ...,..... . ,..... .." . " ........ , .... . ".;' .'. ,...... '.,' .'. .c. <.... ". .'. .,..~ . ....,....,. .,.........,... ..... " .' . ;." :. " .. . '.'S,"'''''''__ 1 31 / ..' . ~ /' / .' - / ,rn IIIl~ . " l~:"':' . ',',: )' //'<1/'/ ..- 1 .~ p .' . PT Sta ". 3+67.04. Y20.0' ~20.0U END' Sttl B+17:74co / IJ] L/ / .1" /.~/ .~~l' ", ,R'2.0, ....... I III ~_ _ _ J~].:..:...mh:a>,'~ _ _ ~.'.:?2~ ~ _ _ .,--- -'- ==-- t _ '5ta.5>35.35.': ' . Y / ./ .,5-" '\< "', ,; . . 0 _ _ _~o_ _ <l5IJ,.7,QFT_ _ _ _0_ &G'Slo...o+OlMilO " E!t.g"" _ .3' ~ .,,' /., ,-'l' I R' '/~": rn'l . , . '" II. 1 r"'-i?qo'~ c: i , '1 rn I '. ill rn Sla 7+3.:85 ~ . ~". . .: z. 1. /..//.<,......:.,/. ;,'",.:,,//// " . :;-r./7= m. '. ,.... " .,: '.;.. ...... ,.'.; "".;\." rn . ;'O'O:/III , . ; .. ",.t;, ~R;O'~.~: :. IJJ~'O~:"'" ~., ..'. "r'2~m~r:=H1~:;" '1"" ~ li ~o'g R5.0'i~: i~~~;, /~'>:>/;v<:/// _ // : ;',' '; ~BiB(H2( . 7 ~ N!! TH -,1-, .: M ~ DG ~ u~n rn - - ..,' ,~;-' - · ~ Xfj: ~y /f~~~ i . . . rn ..: 14.5' I-- R5.0' .' . '/ ^' -?-. . y / ,,' / () I - I: . / / /.".f - : Jl!rll ,r-R20.p' II l }O' [j] 31 l l J l J R2o.0'h ,.,/ / ~~ '<~<>I/'/ /// "/,, I ~ I ""5 I , " N B" 52"0' J!l .....:L Z,O'T'IP. ,'~ rn. PC 5ta ~ 3'.'3.01. . '0" nCY "./ ,".,/ /, ;/' / m '~,.3"- :' II -~---~-~OtFT--" ~..---'-----g--- ~,~T~ ~V I / /;/ /1,/, ~I-;'"- :1 ~ ~Il~~. 1 11 r" ";'" n + ~.~~, ~<f' /lIlill" / I:~ , ~ ~IJJ / ' ,/,/ I /:1' / <( : ~ ~Il . 14,5' BLOC #23 7 UI IT T.I- . · .,' - 1t'6" 25.0' BU G #2 - 8 IINIT".H. I': /,>I/'>l jl),/:I / / I ~ I i;:J: ---r'- 5.0-/- ~~ 7.~ l/ I;f" I '1/ I - I ~~II::?,n 2'13' T' ~H l-:r-[j] 23' H D. lJ.~. l-R ~':"-!- // /j/j / /f II! 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[II INSTALL CONCRETE WALK PER DETAIL 5jC9.3. m INSTAll BITUMINOUS PAVEMENT PER DETAIL 3/C9.3. m INSTALL PEDESTRIAN CURB RAMP PER DETAIL 9jC9.3. ill ~E~~~\~i-rZ~1~/~~;R:~ ~/~:.J~~RG~~ :N~ g~ 1/e9.J. mANSlTlOH FROM 0412 TO 8616 AROUND LOW POINT CATCH BASINS IN GUTTER UNE. CURB AND GUTTER IS TO lRANSlTlON FROM 0412 CONCRETE CURB Mm GUTTER TO 8618 AT ALL RADII. m INSTALL 8618 CONCRETE CURB AND GUTTER CURVE TABLE ANG OF CURVE ARC TANGENT RADIUS 9.40' 150.00' 11.34' 25.00' C4 41 1 1"1 9.39' 25.00' C5 90. OO'OO~ 0.00' .34.00' 34.00' CURVES IN TABLE ARE OENOTED BY A "C(Ir ON PLAN CENTERUNES OF" STREETS. C7.1 ARC L..ffiG 18.60' 21.30' 7.97' 3.41 ORD LENGlHI 8.49' 0.66' I 1i7,59' I 6,08' KEY PLAN I...-- C7.3 C7.41 il ~ n~ 'in u'" ~~ ~ h~ 1St ~ ;(ii1 ~ , ~~fill> .,! ~;~~ ~ .;:)~....."';;j 1!i~~'" - ~~~15 '<;,- ~~~~c..~.~ g '<6~1!i j:~iE:Z: ~h~g O~5~~ >-~~m~ ~13~!;~ ::lliOlIfl> ;;; ~ g ~ ~ ~ ~ OJ -n~ E u . 0 ~ ~@ t.:! Q);:g v..- E 3lI)9C\l~' Oz(l)v.n <D;:;;<t9@) 5.'~~E :;;1411 gJ co .0 eRcfJ:B CD m m t:.= ~.~~~~ LO::2n.u..W "1 i~ H i!' ] i~" ~d ;I- lW I Jl~.D il.$ . 'j'l" "t it ~'~H @ ~ ~ ~ ~ ~ ~ >- >- DO DO l' D ~ is z ::E en l= :c <!' iIi :c <C ffi ::E => ...J o U :z <1: ...J D.. <!' :z ~ D.. cd U a: tu ::E o w (!' ~ F ~ ::.::: c:: <C D.. tu en :::> ::c SHEET NO. C7,2 S' WALK TYP. S' BLVD TYP. l' TYP. ~ 14' TYP. 2% CROSS SLOPE - I.... TYP. ~2X CROSS SLOPE 2X CROSS SLOPE. -...... 4" CONCRETE SIDEWALK 0412 SURMOUNTABLE CURB AND GUffiR. SEE GEOMElRlC PLAN FOR Be18 CURB AND GUTIER PLACEMENT AREAS. GRASS BOULEVARD 6" MIN. TOPSOIL 0412 SURUOUNTABLE CURB AND CUrrER. SEE GEOUElR1C PLAN FOR B618 CURB AND GUTlER PLACEMENT AREAS. 3 C7.5 TYPICAL SECTION - 28 FOOT WIDE ROAD 1 30 MN/DOT 2350 MV WEAR COURSE GRAOA nON 2. TO BE PLACED ONE YEAR AFTER NON-WEAR COURSE TACK COAT PER MN/DOi 2357 (IF REQUIRED) CLASS 5 AGGREGATE PER MNjDOT 3138 COMPACTED TO AT LEAST 100" STANDARD PROCTOR DENSI1Y. ~2. " , 10. ~lN. 24M MIN, ->L SCARIFY AND RECOMPACT SUBGRADE TO AT LEAST 100X STANDARD PROCTOR DENSITY-PROal' ROLL PER MNjDOT 2111 FOR ALL TYPICAL SECTIONS) GRASS BOULEVARD 6" l.lIN. TOPSOIL 4" CONCRETE SIDEWALK 1'TYP. S' BLVD TYP. s' WALK TVP, 2" CROSS SLOPE - 2" CROSS SLOPE .... S' WALK TYP. 4" CONCRETE SIDEWALK 6" GRANULAR BASE s' BLVD TYP. S" TYP. B618 CURB AND GUTTER. SEE GEOMElRIC PLAN FOR 0412 SURMOUNTABLE CURB AND GUnER PLACEMENT AREAS. GRASS BOULEVARD 6" MIN. TOPS01L 20' TYP. 2 C .5 1'TYP. t1' TYP. 0412 SURMOUNTA9LE CURB AND GUTTER. SEE GEOMETRIC PLAN FOR B61 B CURB AND GUTIER PLACEMENT AREAS. GRASS BOULEVARD s~ MIN. TOPSOIL ~ 11' 'NP. t' TYP. 2% CROSS SLOPE -.- 04-12 SURMOUNTABLE CURB AND GUTTER. SEE GEOMETRIC PLAN FOR 86t6 CURB AND GUTTER PLACEMENT AREAS. G:?ASS BOULEVARD SM MIN. TOPSOIL 1 C7.5 TYPICAL SECTION - 22 FOOT WIDE ROAD 1 30 .........-- 2X CROSS SLOPE 2';: CROSS SLOPE ___ REFER TO 4/e7.5 FOR I PAVEMENT CROSS SECTION I I TYPICAL SECTION - 40 FOOT WIDE ROAD 1 -30 20' TYP. 6M TYP. s' BLVD TYP. B61B CURB AND GUTTER. SEE GEOMElRIC PLAN FOR 0412. SURMOUNTABLE CURB AND GUrrER PLACEMENT ARE.I\S. GRASS BOULEVARD. 6~ MIN. TOPSOIL 5' WALK TYP. 2';' ;ROSS SLOPE li~ . i i n~tH -~l!.= "'~ !QU~; ~ l ol~~~!l~ ~~ ~ ~ ~ ~g ~ ~e~~ S~8~ -\ fj,!S~2.~ ~~5jE~ lE.....<f:j -.; ~~~~ ~ ~~~~~"" ~ ~~~~g ~o th~ti<~ )-~11l~Z: ~ ~~~I;s - ~~oHEb ~ '" ~ g ;l to "O~ ~ ~re@ q lD~v~E -SU)9C\1~ Oz(f)Vn ~~05~@) ~~~~~ e 8.t::.~:B m m we= g E 5" ~ i1l~5:~uJ 11:e~ calli ~~ CQGi -". i~ ~ 0 ~@ ~ ~~ .E ~ i'~ ~ . .~! ~ .0 i:t,! ~ J~~ ~ ~ liIoJ:; - .o~ ,. ~ ~i]h m ~ ~ ll.h, ~ @ 4" CONCRETE SIOEWAlK z :a: en l- T (!) Ui :J: <C CO :E 3 o (;) C/J Z o i= (.) w C/J .....I <C (.) a: ~ ~ a: <C a.. l:i:i C/J :::> :J: ~ F ~ F .... w W I ~ ~ o [ SHEET NO. C7.5 II I' ii I' ,! Ii I! I' II Ii \I I' il 11 \\ ,/ 'I I. Ii l' Il \I l~ II \\ h II I, il ,. ii Ii i1 II jl II 10 Ii \l I' I! I Ii i ~ i ~ II I, \1 \1 'I I, II II I! I' \1 II II 'I h Ii I 1\ I I I t Ii II h 1\ ,j o <( o 0:: W CJ <( I- Z OJ" O::,j LL11 I! i I' ,\ Ii U ~~~ III <:- '\ -' ~ ~\\ UA\ ,)\, 0.... \. ~ \..... ~~\ \\ h \\ \~ O;k.\\ '.\ "\ ~ 0 \, ~\ ~\ ~\ 0:>\. \\ ,:, '" \' ~\ '\'::\ \ _.....,~_..~ BLOG #33 8 UNIT T.H. - 2 STORY /III 9 ill 11111 - - - - ill_ _ ill - - - ill _ 11111 BLOG #12 - 7 UNIT T.H. BLOG #13 - 7 UNIT TH ill BLOG #16 - 6 UNIT T.H. BLOG #17 - 8 UNIT TH - ill IlIIi - - !!!!II _0 ill - - 11"1 _ _1_:_: BLOG +34 MATCHLlN- 6 UNIT T.H. - 2 STORY _ _,I!II!!!!III!!!I_ HEET C8.2 BLOG #35 6 UNIT TH - 2 STORY II II I, II ill !I I BLOG #10 4 UNIT TH :t ....= I- z => co I "'" * CJ o -.J en ill III ill 1111 IlIIIlII o ill 1111 - ill- ill- - :t ....= I- z => co 1 LO * I r ~ If I f 'it ~ I '"Iii ,L I i,l "---'-'1' I Ii'! I ~T1 . !II I- ~ klil W H' II II l1-i W J III 1-0: It ill ! III (J)1 "II I' n I J. ,,, I- 1,1 1~1'\-ll2{ I I ,I ! II , -;/ II - /~! ill ... I, _III Ii m - II +-o~ II \!J'rr: 'l\ II I i I \\ I' I II I -. .,,, I ',111. ~ 1 I jJ i 1i;~8'1 I I II ,\ ! ~ \i H \\ I '\ \\ \\-- \1\ CJ o -.J en \\ N I' I! II I ~ Ii ,i II ,I Ii I "II 51' .~II 1:'1' ~l v'l I! i, II II \(:~~ 30 15 0 , SCALE 30 l' = 30' 60 KEYED NOTES KEYED NUTES ARE DENOTED BY [@} ON PLAN. OJ INSTALL MnMUTeD R1-1 30.X;50~ ~STOP~ SIGN. III g~e~~11~~~~ ~.mr6~~~E~NW~~~cT~g~~QN~.OLlOW ALL CIT'( OF ill !t;sl.~~ ~~g::~Jb1RE. 30~X30~ PEDESTRIAN CROSSING SIGN 'M1l-I m ~crJ:Ci ~R~g::D R7-1 12~X18g wNO PARKING ANY l1ME~ SIGN WITH [[J ~~~o~n~~TC;>R:ciw:l 12~X1BM wNO PARKING ANY l1ME~ SIGN 'M1l-I lIJ ~~~~~~~~1C~R~O\J. 12~X18M MNO PARKtNG ANY TlME~ SIGN Y.1TH [1] ~~tiF ~n~~TCD SIMILAR R7-1 12MX1B- MNO PARKING, lHlS SlOE OF' II] ~cii~~DM~~~O_~~12'~I~~D~~NS-A:~O~~ PARKING, 30 FT.- SIGN [[] INSTALL MnMUTCD R2-1 24M)(30- MSPEED LIMIT 25M SIGN. I!ID INSTALL MnMUTCD Wl4-1 30.X30. "DEAD ENOM SIGN. I . . . . . . . . 1 .~~~~!t~.ro .rSTM1Cf. (L) (W) (S) WlDTH OF \I1DTH OF \I1DTH OF INSIDE LANE PAINTED AREA SPACE g' 2.0' 2.5' 10' 2.5' 2.5' 11' 2.5' 3.0' 12' 3.0' 3.0' 14' 3.0' 2.5' NOTES, 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 1.5' CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITIED. 3. FOR DIVIDED ROACWAYS. ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCA TION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 4. AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. i i!' g H~ Illi'j ~ h<8 '" lOt; S; ~~ ~ . ~~815 .~ 8~~~ ~ e..5)- --~... ~5g};! '"' g ~~~~.-t g ;Eii;<~"'~ ~ "ij!;;;i1i iE<iEa: ~~~C5g lj~j5~~ >-;l::~V\:Z ~h~~ =~~lf~ " ~ ~ ! ~ <Xl u~ g ~gJ@ q ~~gNb ~Z$~:5 c~<Xl",@l ~~~~.5 e8.cm:5 rnffihit::..= g ~ 5 ..~ fil:1!a:~uJ 2 MARKINGS FOR PEDESTRIAN CROSSINGS 8.1 NOT TO SCALE I<EY PLAN "1 J~ ::f ,'," ~J!I 1 l;..~ IS i:,si i 'H ~ 1 ~l~ I; I~:; ~ ".~~ ...li ~1ia 9 ~ o ~ ~ ~ iH >- >- "' "' ~ 6 ~ 5 en I- :c (!) W :c z <( ::s co ~ 0... :::> (!) ..J Z 0 0:: 0 a: I- ~ en a: od <( 0... W tu ~ en z :::> (!) :c en ~ ~ " >- " ~ >- w ~ W I ~ SHEET NO. C8.1 .t II i! Ii ,! " I! I ~ !I I' I. \' II L I I I I I I i I I I I I I I i :i . I; II II I. I! I' II II II II ,\ II I! Ii II !, I' II I' il II Ii Ii Ii I! 'i II '! I, !I I! II Ii II II II I' II I. II I, II II 'I II I': II II 'I II II It !i I' ,I " I Ibll 1'''''''''[ I~h 1:0. II Ij ,I , II II ~~~ m - MATCHLlNE - SEE SHEET ca. - _,_- SLOG #34 6 UNIT TH. - 2 STORY _,- - SLOG #35 6 UNIT TH. - 2 STORY ~ SLOG #36 6 UNIT TH. - 2 STORY SLOG #37 6 UNIT TH - 2 STORY rn rn rn SLOG #20 - 7 UNIT TH. SLOG *21 - 7 UNIT TH ill SLOG *23 - 7 UNIT TH SLOG #24 - 8 UNIT TH. SLOG #25 - 7 UNIT T.H. SLOG #26 - 8 UNIT T.H. - - - - - - - - - - - I'I u, to(1 ,I - III ,I II -, II I 11- 1lJ. ~ - \\ I I' ,,-, \\ \\ m 11'" - - - - m- _m : rn - - 11'11 ill - m- - m- \ \ \ \ >, \ \ I \\ \ . \\ \\ ..~ \ \ \~, \. " \ \~ '~ \ \ \ \',,- I' \ '\ \);;' \..V' " .' 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( ::J rn 1111 - :m - I I - - - -- I- W W a: I- CJ) I ,,-:':Fit- ~- "'* "~. _ I -==+- I I It N 30 15 0 I SCALE 30 60 l' = 30' KEYED NOTES KEYED NOlES ARE DENOTED BY l!@ ON PLAN, IT] INSTAlL MnMUTCO Rl-1 30")(30" "STOP" SIGN. m g~~~~~Jg~ ~~:ri~~~~NODET;~cf~g:~ON~~LLOW AlL CITY OF m ~S::-~ ~~g~Jb~, 30""30" PEDESTRIAN CROSSING SIGN 'MTH m ~~~ti X~~~~~O R7-1 12""'B" "NO PARKING ANY llME"' SIGN Wml m ~~~o~n~~TCfR:ciw.' 12"X1B" "NO PARKING ANY 111.4E" SIGN WITH []] ~~~~p~I~~~1COARWOV:. 12"X16" "NO PARKING ANY liME" SIGN WITH IT] ~~ ~~~TCO SIMILAR R7-1 12")(1a" "NO PARKING, THIS SlOE OF []] ~5J~M~~ci~O..1~~~2~~~~~NS':~~O~~? PARKING, 30 FT.~ SIGN IJ] INSTALL -MnMUTeD R2-1 24"X30" "SPEED UMIT 25" SIGN. flQIINSTALl. MnMUTCO W14-1 30"X30" "OEAO END" SIGN.. KEY PLAN ii: i l f . ~ ~ ~ I Ii <8 5", ~ ~~ :!1 ~ ~;;ill:. . ~ ~~~~ ~. 5>- ':;? :Z:;2i~~ ..:4 g 2!l!~ffi ',,- ~~:g~=~'":'::> ~ g~g~ ~ ~hgg 0 ---- ~~l5~~ ~ 0 ~~g!I~ ---- ~15ffi " =~~11-13 0 0) 10 -aC}! g ~gJ@ q ~~~N:g OZM..;t::a ~~~~@) ~.~cry~ .a e g)~~~::a en m CD C== g E g.. ~ m~;i~w <I) Qllli ~~ [Qiii ~ll .. ~): 1!"! ~. s; J! .; ~1i , ~~! !m . · -a ~ 1 ;)- " i-e~ iHii ~.j!n @ ~ ~ 3 i'! < c :n >- >- '" '" ! ~ c u :z ::2 en t- :J: (.!' iIi :J: Z <C :s iii ::iE a.. :::> C:J .....I :z 0 0: (.) c: t- :=:::: en 0: cd <C 0- W t- ~ W :z en C:J :::> :J: en ~ ;:! F ~ F u ~ ~ SHEET NO. C8.2 PRECAST CO~ SLAB I.I"'/DOT STD. PLATE 4n2n TYPE V FOR USE MlEH~tH IS lZOO LESS TYPE V-S fORUS<:YMEHI.lAlIHOLECEPTHEXC[El)S12f'ttT tmn. I. tHIS PORTICH OF MANHOlE MAY BE CONSlRUCrc.O OF a~ SOUD COHCRElE I,lANHOLE BlOCK (SEE SPECFlCAllcms). o\U. JOINTS TO BE CO/.lI'i.ElEl.Y f1l.l..ED WIn! 1oI000TAR JIB" nUCK. 2. PRECAST RISER TO MEn ASTM c-478 3. TOUGUE AND GROVE PRECAST RISER SECTION JOlUlS TO USE a-RIND RUBBER CASltET CONFOR...ING TO ASThl C-""'J .. PlASTER EXTERIOR OR AD.A.JSllIlO RINGS 'Mnt 1/2" MORlAR. Jm.lilUPLASTERINlE!lIOR. 5. SAW CUT PIPES FLUSH 'MtH UlTUllOR WAU Of MANHOLE n.. 2.5' (0.76 m) . L..... n'._ 6 SPECIAL MANHOLE DETAil C9.0 T SCA GEOTEXTlLE WITH NET BACKING ~ SILT FENCE 6~ tJltl. NOTE : -SILT FENCE SHALL CONFORt.l TO MNDOT 3BB6, TYPE B. -FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. @ SilTATION FENCE C9.0 NOT TO SCALE NOTES: _ PLACE BOTTOM EDGE OF FENCE INTO 6~ (153 mm) DEEP mENCH AND 8ACl<FlLLED IMMEDIA lEL Y. - POSTS SHAll 8E: - 4.' (1.22 m) ON CENTER _ STANDARD STEEL FENCE POSTS _ DRIVEN 2' (0.61 m) INTO THE GROUND, WIRE MESH <.':.>. 5 HEAVY-DUTY SilTATION FENCE C9.0 NOT TO SCALE EXISTING BITUMINOUS \INIMUM lWO (2) FOOT HIGH ROCK BERIJ CONSl511NC Of 1 INCH TO 2 INCH DIAMETER WASHED ROCK __4.1 SlOPE 12 INCH MINIMUM OF 1 INCH TO 2 INCH OIAMElER WASHED ROCK 4: 1 SlOPE-.......... 1.' . 50' MINIMUM = 1. MINIMUM LENGTH OF 50 FEET AND \Ir1DTH OF 12 FEET. 2. FOLLOW ALL CITY, WATERSHED DISTRICT AND MPCA STANDARDS. J. CLEAN STREETS ON A DAILY BASIS OR MORE FREQUENll Y IF' REaUESTED BY CITY, WATERSHED DISTRICT OR MPCA. /" BERMED ROCK CONSTRUCTION ENTRANCE OT TO SCA W WIMCQ-CB-INSERT ~ NOT TO SCALE .' W W1MCO-MH-INSERT ~ NOT TO SCALE ci :z ~ ~ ..~" . J"" l1.ll..U ~ it lfi ~ ~ -;.!:ilB'; ~~llll11l :iltl1l~~ ~ ~ ~~~ !!it; ~ ~l!j i!: U~~J '" ~ ~!!i;;li!: ,- g c..~<f5_" ~ ~~~~ So i~ii~~ ~ ~~~i5g ! ~~li=<!~ ~~~Iz ~~S z 315 :i ~!;;iliiE15 0 m 10 u'1l ~ ~re~ ~ lll;:(!;v,,""E "51l)9C\l~ Sz~C!;.Q c:2m",@ "'--"'E :a~~C012 e [ern..a CD m Qi c= ~E5"~ ffi~a:~uJ jllllllll!l Ijl~~ll t:Q1li ~I [QUI t! :5~ i! , ~'" , ill i lk . ~. jlHi ~ !.u ~fJH ~ . ~" @ ~ o ;;, ~ ~ ~ ~ ~ ~ ~ ~ " :z ::: c15 I- ::I: (!) jjj ::I: c;C CO ::: :::> ...J o c..:> ~ a: <( a.. I:i:i en :::> ::I: ~ F ~ &l ~ en ...J ~ C ...J :> C3 ~ F ~ SHEET NO. C9.0 22 1/T BEND PLAN 90. BEND PLAN Q " " BEDDING MAlERIAL SECTION A A PLAN - 45. BEND NOTES: 1. DIMENSIONS IN TABLE ARE BADSED ON A WATER PRESSURE OF 150 P.S.1. AND AN EAR1l-I RESISTANCE OF 1 TON PER SQUARE FOOT. 2. ~~UE:LSI~~SO~l L~'RgrR S:~~D 4~~ LARGE ENOUGH TO MAKE ANGLE -e- 3. DIMENSION AI.'" .A, SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING Wi1l-l M.J. BOLTS. 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST FIRM UNDISTURBED EARTH. BUTTRESS DIMENSIONS PIPE 22 'If.! Bend 45" Bend SIZE 8\ 0, 82 02 6M "-5" 1'-5~ 1'-5- 1'-5' a" ,'-5" "-5" 2'-1~ 1'_6" 12" "-10" 1'-10" .1'-4" 2'-0" 16" 3'-0" 2'-0. S-10. ,3'-0. 20. 3'-6" 2'_8" 5'_6" :3'-4" 24" 4'-0" J'-O" S'-10. :3'-10" 90. Bend 83 03 2'-'" 1'-6" 2'-8" 2'-0. 4'-9" 2'-6" 6'-2" 3'-6" 8'-4" 4'-0" g'-a" 5'-0" 10 THRUST BLOCK DETAil C9.1 NOT T SC LE 3'-6" 1'-0" , ;., r CURD" GUmR 11 C9.1 HYDRANT AND VALVE INSTAllATION NO TO SCA ~ HAND SHAPED fROt.! f\RMUNOlSlURBED S01l ..JlQIt;,. "Be" ~PiWB~~E OIAUtTER "'If Bc+ 12"WNlI.lIAl " ~ CQI,lPACTED BACKf'U i -'!OJ<:.. "Be" DENOltS OUTSIDE DIAMETER Of PPE BARRfl "d" OIAUElER Of PIPE PVC PIPE BEDDING IN GOOD SOli S o TYPICAL PIPE BEDDING C9.1 NOT TO SCALE ~E~-:6~C~sf~R~EC~~ nONS} ~ " ~ " " ~ ;" ,.: , ~ iE " 8 GATE VALVE INSTAllATION C9.1 NOT TO SCALE CUT-IN SADDLE OR WYE WITH SLEEVES 22 1/2" TO 450 DEFLECTION SDR-26 OR SCHAD PVC SANITARY SEViER SERVICE PLAN VIEW FOR rve PIPE ENCASE o r 1/2 OIA. IN CONCRETE 00 ..~ 22 t/2l> TO 45<1 BEND I ENCASE OUTSIDE Of -.--J BEND IN CONCRETE ~1~ "~T~ i.\~TAf P'ir~T~CE , ~ C~ ~ -10 4~ OR 6- SOR-26 OR SCH. 40 ~ r pve SANITARY SEWER SERVICE..... 1/4~ PER FOOT MINIMUM GRADE ON 4' PIPE EXTEND SER\1CE TO APPROX. PROPERTY UNE f rOR pve SERVICE ENCASE OUTSIDE OF BEND IN CONCRETE " ~ SANITARY SEWER MAIN ~:p~ 'bo.. r fOR P'IC PIPE ENCASE 1/2 OIA. IN CONCRETE ,", ..-;-;;:: EXTEND SERVICE TO APPROX. PROPERTY UNE PROFILE VIEW NEENAH CASTING R-1733 OR EOUAL CENTER PICK HOLE MARKED "SANITARY SEWER" H.D.P.E. RINGS (2 MIN., 6 MAX.) /~Illi1~~' if I :'/;.~p ~)-. o/! >"rg:' . ~;;/ ,.' / A PLAN ~:. ! 27" ". .., ~t ~d l<~: in ... ':l MANHOLE SLEEVE SEE DETAIL STAINLESS STEEL STRAP FLEXIBLE SLEEVE MANHOLE SLEEVE SECTION A-A NO WOOD SHAll. BE USED FOR AOJUSllNG CAS11NG A 12- OR 16- BARREL SECTION SHALL BE INSTAlLED UNDER THE CONE WHENEvER POSSIBLE. . CAST IRON MANHOLE FRAtJE /I. COVER R-1733 WITH CENTER PICK HOLE AND MARKED -SANITARY SEWER-. PRECAST REINFORCED CONCRETE MANHOLE SECllONS PER ASTM C47B. STEPS 'SHALL BE CAST IRON. ALUl.tINUU. OR STEEL REINFORCED PLASTIC, LOCATED OVER DoWNSTREAM PIPE. UfT HOLES NOT PERMITTED IN MANHOLE SECTlONs.. PIPE CONNECTIONS TO MANHOLE SHALl. BE MADE WATER TIGHT BY CAST INPLACE RUBBER SLEEVE & CEMENT MORTAR. INSIDE SURFACE SHAll BE FINISHED SMOOTH. fLEXIBLE EXTERNAL RUBBER SEAL REQUIRED ON JOINTS BElOW GROUND WATER. 4 48-INCH DIA. SANITARY SEWER MANHOLE Cg. NOT TO SC H.D.P.E. RINGS (2 MIN., 6 MAX-) ~~D~sJ5LF~O~ b'WoEp AsNE~~~NGS TO Jl./ p"" ~f5~ BASES SHALL BE 8M STANDARD PRECAST WITH 2- LEAN GROUT, OR PORED 8" SLAB 5 SANITARY SEWER OUTSIDE DROP MANHOLE C9.1 NOT TO SCALE DOUBLE STRAP SADDLE 1.5" CORPORATION AS SPECIFlED w co "" " '" ::> '" ~ I :; ~ "" in " " g 0- V> ~ co "" COPPER WATER SERVICE L CONNEC1l0N FOR NEW SERVICE TO BE MADE AT CURB STOP. 6 RESIDENTIAL WATER SERVICE eg.1 OT 0 SCA MORTAR BETWEEN CASTING, RINGS AND smUCTURE CONCRElE COlLAR TO ENCASE CASTING AND RINGS. CONCRETE CURB AND GUTTER MIX, OR MORTAR MIX (SPEC. 2506.26) SHALL BE. USED FOR COLLAR REFER TO SCHEDULE FOR CAS11NG INFORMATION MINIMUM Of' 1, MAXIMUM OF 4 CONCRETE ADJUSTMENT RINGS 27- ALLOWED. PRECAST CONCRETE , SEC1l0N r ;', GROUT flOW UNE /_,;, I \ ;;':,~:~:~~::J PRECAST CONCRETE 42" I BASE = 1. A CONCRETE SADDLE SHALL BE POURED AROUND THE ADJUSTING RINGS. THIS SHAll.. NOT, HOWEVER. WAJVE THE CONCRETE GROUT BETWEEN RINGS. W 27 INCH CATCH BASIN ~ NOT TO SCALE o , ;, ~ iE " :",,',~!;:; \0 ~ECTION ..E!.A!L REFER TO unuTY SCHEDULE FOR CASTING ~ INFORMATION MINIMUM OF 2. MAXIMUM OF 4 CONCRETE ADJUSTMENT RINGS ALLOWED. ________ MANHOLE STEPS SHAll. BE PLACED SO THAT THE OffSET VERICAL POR1l0N OF CONE IS FACING DOWNSTREAM F'}R ALL LINES UP TO 36" DIAMETER. PLACE SlEPS ON RIGHT HAND SlOE WHEN FACING DOVlNSTREAM FOR ALL LINES 36- AND OVER. SEE UllUTY SCHEDULE FOR NEENAH CASTING INFORMATION. MINIMUM OF 2. MAXIMUM OF 4 CONCRETE ADJUSTMENT RINGS ALLOWED. MANHOLE STEPS. NEENAH R19B1J OR EOUAL. 15- D.C. ALUMINUM STEPS APPROVED. WHERE SE'NER RUNS STRAIGHT THROUGH A STANDARD MANHOLE, THE TOP 1/2 OF THE PIPE SHALL BE BROKEN OUT AFTER COMPLETION. RElNFORCEO PRECAST coNCRETE MANHOLE SECTIONS SHALL CONfORM TO ASTM C478 STANDARDS. All JOINTS IN MANHOLE TO HAVE -0" RING RUBBER GASKETS PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL GROUT BOTIOt.! Of MANHOLE TO 1/2 DIAMETER OF PIPE ANO SlOPE GROUT 2" TOWARD INVERT. MINIMUM SLAB THICl<NESS 6~ FOR 14' DEPTH. INCREASE THICKNESS 1- FOR EVERY 4' Of DEPTH GREATER THAN 14'. GRATE TO BE 2" BELOW GUTTER GRADE. SLOPE GUTTER 10' EACH SIDE TO CATCH BASIN. --------r VARIABLE 4" MIN. ~ SECTION 5- [;J j "'~ :;g F'" ~~ 6" 1. RiGHT HAND GRATE SHOWN IN PLAN VIEW. 2. REINFORCED PRECAST CONCRETE CATCH BASIN SECTIONS SHAU CONFORM TO ASTM C47B STANDARDS: 3. CENTERLINE OF STRUCTURE FOR 24- X 36" STRUCTURE IS 12- F'ROM BACK OF CURB. CENTERLINE OF SlRUCTURE FOR 4B- D1A. SlRUCTURE WITH R-.3067V CASnl~G IS 9- FROM BACK OF CURB. . INSTAll.. EXTERNAL SEALING SYSTEM MANUFACTURED BY INFl-SHIELD OR APPROVED EOUAL DISTRIBUTED BY ESS BROS. k SONS INC. (INCIDENTAL) BASIN I l;:~ 'H U~~S~ g 2'il~B'i 0- ~U~ ~ F ~ ii\1l~::;::; ~ l! ~ ~~~~ '" :5t; ~ ~~ :g "lilill> ~~~~ l ~ ~:i:g ~ g ....<Ei'--:;=;' ~ ~~~~ -l,. ~i~~J;;~ ~ }i;l<!!li51" 0 ..... ~;i5~~ ~ 0 ..... i~~ID~ N ~~o:t =~~lf~ 0 co U~ E , 0 ~ro~ ~ ~~~N~ Sz~g:3 c:::<COo,@l ~~~~~ e8.c~.c CO m i1i c= ~.~~~~ lI):2n..LLW ~i i. ~ n i ., ., .. j t'. ~ I =i! .. i ti . tH 11i1! '" ~ ~ ,!; ::~~ >- >- ~ibi m m ii: '" ~;;~,! ~ ~ @ z ~ en I-- :c <!l iiJ :c <t: iii ::::;E :J -I o c.:> ~ II: <t: 0- I-- W en :J :c ~ F 0- " W ~ en -I <t: li:i o -I > C3 :;! F 0- W X ~ SHEET NO. C9.1 / BITUMINOUS MATERIAL \ ~~= .,n" __" ~~ == ,_, 30' MINIMUM 30' MINIMUM 4- DIAMETER DRAIN TILE 4-" DIAMElER DRAIN TILE ~RB AND GUllER CATCH BASIN A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL lOW POINT CATCH BASINS, 0\- PERFORATED DRAIN TILE WITH GEOTEXTlLE SOCK SHALL BE PLACED IN A MINIMUM OF 12" OF FINE FILTER AGGREGATE (r alA. PEA ROCK). trlE FlRST lB- AT CATCH BASIN SHALL BE SOLID WALL 5CH 40 PVC. DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB UNE. DRAIN TILE FOR LOW POINT CATCH BASINS OT 0 SCA ... ~ 1490. Aluminized or Gol\lonized sleel skImmer 2 brackets back to bock (Typ.) (see skimmer bracket delail) Temporary Perforated eM Riser Pipe " stainless sleel L 4"x4"x7'ltJlo'-3" ~~~f st~i~l~:s J~:ile~~~n5JOn bolt ( conection angle 3 required ) PLACE A STEEL POST \ ADJACENT TO CURB SURROUND COPPER STOP & .51 ANOPIPE. STUBS WITH THREE STEEL POSTS. " CURB STOP d &: STANDPIPE a' 5' PAST R.O.W. N & 2' 1 ~ COPPER COPPER SERVICE SERVICE 2~ COPPER (TYPE-K) VARIES D.I.P. WATERMA1N (SIZE VARIES) SERVICE DETAIL TOWN HOME UNIT TYPE D [ /~ COMMON .( WALL TOWNHOME UNIT TYPE B 13'-S" 12'-3 1/4" 9'-0" 1"-4" 13'-S" 0: ?:- ~ '" I '" I N N N TO MAINS TO MAINS 4-INCH SANITARY SERVICE (TYP.) TYPICAL HORIZONTAL PLACEMENTS PLAN ~EW: Gf\~ot TO ~lLt'( 4-INCH PVC SAN StWER~ I.S-INCH _ I \ WATER SERVICE---....... GARAGE SLAS 3' 1 EXTERIOR WALL GARAGE SlOE 7.S' 11 _ TO MAINS I.S-INCH TYPE K COPPER WATER SERVlC 4 INCH SOR 26 PVC SANITARY SEWER SERVICE SLOPED AT MINIMUM 2.0% FROM MAIN UTILITY SER~CE PROFILE ~EW NOTES: 1. REFER TO GRAOING ANO GEOME1RIC PLANS FOR UNIT TYPES. 2. REFER TO OETAIL 9/c9.1 FOR SEWER MAIN CONNECllON ANO OETAIL 6/c9.1 FOR WATER MAIN CONNECllON. 3. REFER TO OETAIL 7/c9.2 FOR PLACEMENT OF WATER CURS STOP AND SANITARY SEWER STUB TO PROPERTY. SERVICES: 2-STORY TOWNHOME STREET 10' TYP. UTILITY EASEMENT 5' TYP. u. o "'lD Utr <C:J lD U DRIVEWAY IGRADE ~i<;; ~~{~ ~~ ~~CEP~~ENC~Rl~'D /(> .~ E T ~;" ,/..( CABL V JOINT ....c, ~~ UTILITY TRENCH ~~~> %~~?;t~;';{S~i~::??~ 7 C9,2 D412 SURMOUNT ABLE CURB AND GUTTER. TYPICAL JOINT UTILITY TRENCH N T TO sc AND CURBSTOP LOCATION EXTERIOR WALL GARAGE SIDE 2' TYP. CONCRETE STODPS ANO PRIVATE WALKS. TOWNHOME UNIT i r~ COMMON --........ I 1/ WALL '" --L1,S' ~3.0' 1 TOWNHOME UNIT b I N b I N I.S-INCH WATER SERVICE 1.S-INCH WATER SERVICE Gf\~ot 10 ~LLt'i PLAN VIEW: TYPICAL HORIZONTAL PLACEMENTS 4-INCH PVC SAN SEWER I.S-INCH WATER SERVlCE---....... GARAGE SLAB EXTERIOR WALL GARAGE SlOE I.S INCH TYPE K COPPER WATER SERVlC --- TO MAINS 4-INCH SOR 26 PVC SANITARY SEWER SERVICE SLOPED AT MINIMUM 2.0% FROM MAIN NOTES: UTiliTY SER~CE PROFII E VIEW ,. REFER TO GRAOING ANO GEOME1RIC PLANS FOR UNIT TYPES. . 2. REFER TO OETAIL 9/c9.1 FOR SEWER MAIN CONNECllON AND OETAIL 6/C9.1 FOR WATER MAIN CONNECllON. 3. REFER TO DETAIL 7/C9.2 FOR PLACEMENT OF WATER CURB STOP AND SANITARY SEWER STUB TO PROPERTY. 7.S' MIN. 11 2 - 2~ lHJCK DOW Hl40 STYROFOAM INSULATION IN 2 LAYERS ON 3 StOES. TOP INSULATION TO OVERLAP PIPE 2 FEET ON EACH SIDE.. WATER OR SEWER PIPE UHE I SU8G~AOE SOILS PROFILE VIEW f1'\ PIPE INSULATION ~ NOT TO SCALE BACKFILL EXISTING OR PROPOSED WA TERMAIN PROFILE VIEW 1 y 45 'BEND NOTE: ALL FITTINGS TO BE MECH. JOINT. W WA TERMAIN OFFSET ~ NOT TO SCALE BRANCH PIPE '8' TING PIPE 'A' 14 12~ 10~ B~ 6 C C C C CO C C CO CD C C coCOeD C C - CLaW F-520S.TC1W A212A OR EQUAL fULL CAST IRON TAPPING SlEE\'L o - KENNEDY SOUARESEAL OR EQUAL CAST IRON TAPPING SLEE\'E. -'ItlIE:- STAINLESS TAPPING SLEEVES ALLOWED AS EOUAL CONCRETE THRUST BLOCKING SEWER SERVICES: 1-STORY TOWNHOME UNDISTURBED EARTH tr W 5: ~~.- ll. Z 0>-0 tn~o.. lDt:m "'Z::J ::J<U- UU1U1 CONCRETE 1I-IRUST BLOCKING 3 WATERMAIN WET TAP C9,2 NOT TO SCALE 6~ BELOW nNISHED GRADE 6~ BELOW FINISHED GRADE FINISHED GRAOE ...>.........~.;. ..~':::.::/ ,';:>:; 2." 2' lONG #4 REBAR CAP END .4~ pve PIPE ASTM 0-2241 SDR-26 4 IRRIGATION SLEEVE C9, NOT TO SCALE ii:~,:Ji n:~ l g o";l~ 5~ .... 0 ~~i",,~ 0 ~ i ~"",l;;li~ .......CJ. 0 ~~ if "'iii~ ~ I<' 15... ~ ;;(~ i ~~tl:. ;0 15>38111 ' ~ e;5~:S j 25210; t'<'- O! *~i~~ g ~i~i~ on ~~~~g 0 ;;, l'l"!i5..!~ ~ >-~~m:z ffi"'S: ~ ~!15 '" ~ !i! ~lf'" CD 10 E '0'" ~PJ@ 0 l! .!Q~vT"""E :Jt()9C\1~ Sz~~.c c~a:>d,@l ~~MCi;] ~8.~fa1j almQi!:::.= ~ ~6 ..~ rn~5:1uJ ,'lllllllll I II 11~~11 ~II CQ~ "1 ii on Iii ~ .~ .E '? .. ~ i~i i'! " I ~i& 0 .< J~ ~ 11 100i '" " i1 'i~ ~ i!; on i .l~~ ~ ,. m ~}! ~ '" u ~ ~ =..1I ~ w or @l u z ~ CJ) I- :J: (5 W :J: <: CD ~ :::> -' o (,) ~ a: <: a.. I- W en :::> :J: ;:! i= .... ~ en -' ;;: Iii o -' > (,) ;:! i= i SHEET NO. C9.2 SIGN INSTALLATION DETAIL ~ z " " 10 SIGN INSTAllATION C9,3 NOT TO SCALE SIGN POST INST ALLA TION DETAIL lB~ X 1 3/4" TElESPAR (PLACED INSIDE 2- SLEEVE) WllH (2) 5/'" X 2 1/4" ZINC COATED BOLTS 12- X 2- TEl...ESPAR SLEEVE (INSTAlLED IN SOIL OR AGG.) 18. X 4" SOR26 PVC SLEEVE (INSTALLED IN CONCRElE OR BIT.) CONCRETE GROUT Q SIGN POST INSTAllATION ~ NOT TO SCALE -------.----------------.--.-..------------ 3,_/1 3'-8" ,/ OESlRED MINIMUM OUTER LIMITS OF CQNCRElE WALK PLAN VIEW OF DIAGONAL RAMP DESIRED MINIMUM OUTER UMITS OF CONCRETE WALK 3' /1 ~ 3'-8" PLAN RAMP CURB OR \URB AND GUmR S' 4" 3' 4" -~ ( 6" ( 4" 0.02 FT./FT. MAX. CV O.OB FT./FT. OR FLA TTER@ SECTION A-A 0.08 Fl.tFT. SLOPE OF FlARED SIDE, (IF EXISIING CONDITIONS DO NOT PERMIT. MAY USE 0.'0 FT./FT. - O.OB n./FT. SLOPE) 6'-3" 6" CURB &: 0.08 FT. FT. SLOPE 4' 2" (4" CURB &: 0.06 FT./FT. SLOPE) 6" ( 4" ELEVATION OF RAMP 50% - 65% OF BASE D[AMErEh /' '" 1$ I 7/B"-' 7/.6" I 5/B'" MIN. DOME SECTION DOME SPACING NOTES: CD 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. @ WHEN POSSIBLE, PROVIDE A PATH OF TRAVEL 4'-0" WIDE 8EHIND THE PEDESTRIAN RAMP, A RELATIVELY FLAT 4' BY 4' LANDING WILL AllOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. @ WHEN A MEDIAN [S NOT \I1DE ENOUGH FOR TWO PEDESTR[AN RAMPS AND A 4B" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. @6" TO B" [S THE REQU[RED OFFSET OF THE DETECTABLE WARNiNGS/ TRUNCATED DOME AREA FROM THE FRONT FACE OF THE CURB, OR PLACE THE OETECTABLE WARN[NGS AT THE BACK OF CURB. @ SIDEWALK 15 A ~WH1TE~ OR UGHT GRAY CEMENT COLOR. @ .~'-O~ FOR NEW CONSTRucnoN. 3'-0" ALLOWED FOR RETROFITS OR PRESERVATION PROJECTS. ADA ACCESSIBLE ROUND OFF TOP Of PIPE W/CONC. FILL r 4- O~ FIELD PAIfH RED 6~ 01A. GALV. STEEL PIPE (SCHEDULE 40) FILL W/ CONCRm TOP OF SlAB OR FINISHED GRADE 8' PITCH TOP TO DRAIN '."j, 3'- 8~ . ~ SET IN CONCRETE 4" ... ;-.1 "I: '~'. I. 8~ .! 6wJ 8" .J. @ CONCRETE BOllARD NOT TO SCALE I~ / I. / --\ - -- ------------- ----- Q5l TAPER CONC. CURB & GUTTER 2- #4 X 5'-0" LONG TO MATCH CASTING PLAN 4" ~':~~~:l ;,':' 4" \ TOP OF CURB ..~:.,......! . INSTALL EXTERNAL SEAUNG SYSTEM MANUFACTURED BY INFl-SHlELD. DISTRIBUTED 8Y ESS BROS. &. SONS INC. 6 C9.3 CURB INLET CATCH BASIN INSTAllATION AT MID BLOCK NOT TO SCALE Ii. 6'-6" UNLESS OTHERWISE NOTED 8618 CURB RETUR LA T INTERSECTION N s'_ow C0 NEENAH R-3067 5'-0" OR APPROVED EaUAL ~ ;" 8618 CURB 0412 CURB ![J ~ 1/2~ EXPANSION JOINT '\ 6" l GUTTER r CASllN G SECTION NOTE: CATCH BAS[N [NSTALLATlON FOR 0-412 CURB AND GUmR (\11TH 8-618 CURB RETURNS). ALL PLAN DIMENSIONS ARE TO FACE OF CURB (6"' TO BACK Of CURB) SLOPE 3/4"' PER FOOT TO FINISHED GRADE BACK OF CURB .2" 1/2" R 3 7" . :'~':";:" "',: '.";'~" 'I:", '.' ~ '. ", . ~ "'. ~ 1 ""0 ~oo" 000 ;o..i, ;>0";: 0 0 ;. .':'," 12" 12" MIN. EXTEND ACGREGA TE BASE A MINIMUM OF 12" FROM EDGE CF GUTlER OR MATCH INTO AGGREGATE BASE OF APPROPRIATE PAVEMENT SECTION 2" MItt. DEPTH AGGREGATE BASE COMPACTED TO 100X STANDARD PROCTOR DENSITY = 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2. CONSTRUCT CURB AND GUTTER IN ACCORDANCE WITH MNooT SPECIFICATION 2531, (1'J 0412 CURB AND GUTTER ~ NOT TO SCALE ALL PLAN DIMENSIONS ARE TO FACE OF CURB (6"' TO BACK OF CURB) SLOPE 3/4" PER FOOT TO fiNISHED GRADE 3" R 1/2~ R ~ 7" EXTEND AGGREGATE BASE A MINIMUM OF 12"' FROM EDGE OF GUnER OR MATCH INTO AGGREGATE BASE OF APPROPRIATE PAVEMENT SECTION 2" MIN, OEPlH AGGREGATE BASE COMPACTED TO 100X STANDARD PROCTOR DENSITY , llil.IESc 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2. CONSTRUCT CURB AND GUTTER IN ACCORDANCE WITH MNOOT SPECIFICATION 2531, -1-f2 " EXPANSION JOINT wi ruLL DEPTH JOINT fiLlER. 50' D.C, ibg~~~~lnTl 3/8" DEEP CdNCRETE SHALL BE FIBER REINFORCED 'MiH 2" l.ONG POL Y?ROP'l'tENE FIBRILLATED fiBER AS MANUFACTURED BY FORTA CORP. 4" CONCRETE WAlJ{ ""',"".' \. ~. .' 5~ GRANULAR BASE REFER TO SPEC1F1CA1l0NS ;,',..:'" '~~>Y0>>''0~':Mzy,~" ,<,,,,~~,/.:,:y~~,,\ ., /~)/>y/;:;/):. , COMPACTED SUBGRADE REFER TO SPEaFICA nONS 3 TYPICAL SIDEWALK CONSTRUCTION C9,3 NO TO SCALE "~_J CONCREtE CURB & GUTTER R/W TURF ESTABUSH NT r AREA RADIUS (PER PLAN) EXPANSION JOINT PLAN ~ 6", 6"(#6) MESH SlOPE @ 3/4' PER FT. 3"~fI~;,:~I~:~~L~iJ:1 GUmR J GUTTER I WIDTH ._ ~ 'MOTH r SECTION A-A 7 CURB INLET CATCH BASIN INSTAllATION NEAR INTERSECTIONS C9.3 NO 0 SCALE 4 C9.3 DRIVE ENTRANCE-CROSS GUTTER NO TO SCALE ~!~ ~ H ~~l ~!~ ~~l! ~ ~l ~~,,~~~ ~~~ '" St; ~ gi!! i!! ~~~~ ~!!iti~ ' il: ~:5.i ~:~:g ~ fC~<E5-::s h;~~ ::-- g~gid-:" ~ ~~offi~ ~ ~;::;i~ '_~ >-~~~~ ~, ml!iffi!O"> ::i!!iliif15 ~ ~ ~ 3 ~ <Xl ~ "O~ ~. '~re@ q ~;:g<<:t.,....E :J1D9C\132. Oz('l')v.!J ~:ECii~@J ~$Md'iE e8.b@"1i OOmiDt::.== ~ E 5 ,.~ ffi~ii:~w I. III jj~U)'1 I J:Qffi ~~ ~5 tQ[i ". !~ ;';f ill" 1 .~l .m i j ~l! ~ ~ ~~~ ;thi ... ~ ~1'i b @ '" o ~ ~ i'! ti ~. iI! ~?ii I~ z :::?: en I- :::c Cl jjj :::c <( in ::E ::::> -I o (.) I ~ a: <( a.. li:i CJ;) ::::> :::c co -' < Iii o -' :;: (.;) ~ " ~ !;J [ ~ 1= ~ w ~ r '" SHEET NO. e9.3 INlETmayvory. Sq no\....1I Ji: 0 J """, V"""""" S,sl.....<Is1d.,ltl. b)op;ustl:Olllgur..-rr.p..... u;>WlWl><linnlcn~1rUClOnn::l _blldauil..tby1l:ltt:......-ng Engi<I_...t"''''..alIon_..... _lnlWapn:l.ido<IbJV~ Il Co<ll;t.le T)jl OUlLrT moy-y. S.enol.9 L PLAN VIEW B - B Concr.tarelnfonol:d fDr HS20-oH load!n; \.~...........'T1._~(SWT51......_ 1'ftIO~~11J;"" ===!;.,a;Jdmn z.j;Wt'!l_..__~II>O...........ITS$1<106h;bo..,"'.1IO..........Sl:ttpotKM Rlrncle"llUonsto match finbhed orode fib... hy alll..... I :',,~' ~.~;.;~r.',,:t.: 't,:'r..: ~:'~.1{~} .:":;1:";:'';:.'' :l r:- r .' .' :.... ~nlhba- .:~.;;~'l.t..~:~.f...;,.. -+ I.tlnlm~rn &" . -tetOlll'<Itltdgrvowl SECTION A - A NOTE~' ~.,...,..I...-St"""(SI'I1'91altal_ 5. SVll\1~"'.r<lOUINJI:lo0l.......1III"'""._ __....1'11"""""""'15". e. \IWlS_l>OIbe~_~dlacIiol-........".w..... =~~~f.... ~: ===~""":':'"..=.~-".,~""" z.swt5......be~.lrcdln_~<W:lIOt: O. P~_lIonfnl\ll"""':__.....Ioo...e_I:><:.Il"" 3. SWIII.hnI''''''''''_.1 "",,,,,omuaITSSIo'oh}ba.Ml.... IO.Pur<tJ;o:oal...........,b....~...DMIl'I>\'.I...... .~_.Uapont:lo \1.u~lr."'..lI1IIlpallQrlUOda>oeB~....''>YI_,..''''_ '. !lWr5.."..'.laln___.~..............'"ar<l 1Z,P,r.N...'laP'fFM.........llonandl'fllYldO.............I~I~.,_.I........, Iro:Ullo!rpMlo'~"lJoI<Ilt '3 CD/l1.<IVo:1od.....,.Ooa7J~9!1:lO"'aO......inO:n_ n.CAllO~"........JllOTlOI.ol.-"'lr:OlI_......ln\erII"'lI'~lob!llur,_brV""""""",....._""'YorItb>l:Jroole<rnl.._~..~"'P<""''d:tl l>!'VcM<l...... TiI..l:lIoD.lo\.lomW.....e~'..V""ecIrl<Jloopltlll""'V_..s~T....\"."""S!Il....~.mT>Ol*'l'....-.""rl>o<>ol<lodU-...,. _"'.."r"""oliUCllDOIII~,,;"""'1pPar...."flI..l\ion_~~_bota_............"'od_d~'"'''''''"'''''". "rteclutics' TANDARD DETAIL "'_Dri~ TORMWATER TREATMENT SYSTEM ~~~lUa1f VORTECHsoMODEL 11000 U.5.FAn:IiTIla.~.15';1..IS N:r; :aT.$as.9Il:ZS PROPRIETARV UlFOfU.ll,TX)l.j ./lOT milE USED FORC:C:INSTFIUCTJ::IN I'lJIIP05ES FIlENAME: liTOlIK DRAWNDY: VORTECHS MODEL 11000 DETAIL o SCA L_ ~~~ :t I ! g ~~l ~ 3"~ t 0 !dh ~ ~ ~ 0 !oj i ~~:;;~~~ ~ ~~ NOTE: \la1or:~.S!"''''''lnIl:oIodn'' !:'ft=U0Dnflg>n1lon,.."" t>PS1t..mlll...siat:ll>dn1bal &lWIt..d.l:liIodbrlho~ Engo"...,.,;",~-- 'f<lclIlt.w..I"_by~ !IwCCtlCl'elat)p '<';:~'l.;~"::~ ~~ t: :':~.' ~! '" 5~ i;i ..,iij i!! ~ei!!15 .. a;Slil ~ ~ e:,,;::5 . "5l'igi!!.~ g Q..!:l<ffi~ d ~>-~~ ~ => gi~~~ '" ~i~~g a !j~5~~ ~ ~"'i\!~Z ~ reo- ~ ~n3'= a (1' .~--1 ':~ ~:..::t> J ltiLETtIIItla.Se..nal""lI""!I. Inle\pip.mutlb"" "1>fn....IttI"\ ,,,r,l1oduCllfl<l1flongonUauyID lh swift chomb..... PLAN VIEW B - B Conenotllrotlnrgn;adf';" Hs:zo-44loodllli Almol.....Ullfltto match rIn!shed rode co -o~ E Ctl Q) 0 & ~~~rE :JlJJ9C\1~ ifiz~g.o c::,<coo'J@l ~~(i)~E e8.~~:5 mmQit:.= g E 5 ..~ ill~a:~uJ But)lruhher 5folant = 11111111111 t:s II, ! Q3Ml! ~~ CQGi -J. "..,""'~ -f<UOtlJl<lt1odlP'D""' SECTION A - A """" I. ~_11O.~,,"",!lI'_15W151_""'" ~1tuI""'~1;~"" ==.1~,,:r.... 2. SWI5_bo~ln""fO<\I;'?J'l<.\nnQ 3.SWlS_~"""t.o""".......odlaSod""I""~'ola ~_ SWTSo.NIl.";' 1Io...1lI... """..WO'lowo"""'.....otd ~~...Imrnl"'I"<''Y ~swra;"."'.....,""'...typi:;>ltal~'"_..,_ ....SWTSaholIroI""...""''''''.....Ily.I:odl<ldo-.l.....,,''''''''"W r SW'S.......I=.."'''''''''...'''''l''''''~.IIUl''''''''''''''''"''''-"''''"" ~.I..o\p1l>1....."\>OI"',~1u"'....~...... 9P'Pl''''lo'''.00I1",..,...V.....""''ptonb''''.I'lt'''''''''''" 1~.Pw<hnOfoh.l.""lbor..~b....,lIl:!fol.... tl.""""....h""'...dporl""'....."....."""""'............t..".,"""'...... 1;1. Pudl..a1lopqw...<I..I........p'n...."...,"".II~'Il.l""""J;d_<'l-, I~QloU<:lVUO>odoncr>OroI1lRS.liIIlOlm""""'J........"...' Thi.CADDSelolctlll'I"',p>..ol'p..,;lJing.I"'m...IorI<o_.",.""pm...I\nb.lurni"'o<Il<yVotl""~.lIIl:.",,,=r_,be"",Ioott<l"''''''''_enUoualf;n~l>!' \I~.<hrWcs. TIhblccltirll.....,loan,..c!u:Iir.gIl..Vnnochnicak>go.ndll>oV""odII::Il,,~T..DI.....I:;I.loman;li"'_nnd""'onI......,bor,no:y~do~led~haU......, R...,tlon>"'.....p><I.IIhI.CAllD"'...iIItooAP""'<.noran:rlcn"""V:>t\~<It:&lI"..="~IItI:W1I"""Oll""..,.."""alllylr.bma"n Vottf,hok" STANDARD DETAIL T""-- STORMWATER TREATMENT SYSTEM ~:'ou VORTECHSfJ MODEL 16000 U.S F^Te.tiTNa 5,)"$;,';15 Fp:201.$as.iB25 FROFRlETA!WUIFOl\lUTlOfI.tIOT TOilE USED FQRc.ooSTl1ucnoU f'unPOSES SCALE; FILEttAAlE: aTOI6K DRAWNIIY, REC CHECKED BY: HOG ~1 b '" :fig S. i[ ~ .,'" ~ ~il ~ I J!~ 1 2~ 11 "I! '" ~ i ; ill ~ ~ ! ~Jil ~o< u~ ~ . !... -- @ VORTECHS MODEL 16000 DETAIL o 0 sc BYPASS MANHOLE JUNCTION MANHOLE TO OUTFALL Z :::2: ~ :I: C) W :I: <( Di :2 => ...J o U VORTECHS SYSTEM :~ -'~;..:-... :-'.-. ".7..~',"","","'''':~'''''''.' ." :. ;'. ",_ ..:. :;.., '~.,<"=-#..' :....... ':'.< :::t:: c: <( a.. tu en => :I: ~ <= en -l <( liJ c ...J :> o ACTUAL ORIENTATION AND LAYOUT MAY VARY DUE TO SITE SPECIFIC CONSIDERATlor~s n.. ClII)D 1Il.1> "" lh';>J'poo~~ opodl"',,!!."""""'''' ~""j,,,,.,, ..p;:man,,,,bo Iuo"..halll)' V<m"doti::o, lro: ~ndm'r""'r i>ou.""""orllaor"'_"""''''''/OIIr".ptMt:odll)' V""""nacs.. TillobltxJ&;"""m;l"=...dL<lI"llIIleVor._~I"IJ""",,~v""'<ln:'Sl:>rtnw,''''''''Irn~ISv''''''':lHi~ardl''t-''''''''...ma'll>odd'''cdlIn""""...!. ;>.0.;"""1<>""1' lI..,al1l1i.CACDtu.\'I'lll'o:IIIl"lat<lCl'''lUIil",wi:hVotl~<Il'''',~iho~lI:krod""""~indd<ltclp1l!lrio!aryh",,,m.lictt- ~ IE :;! F !:i 1li VorteclutiCs" TYPICAL BYPASS LAYOUT V ~rr'"' VORTECHS" STORMWATER TREATMENT SYSTEM SHEET NO. FlLENAME:Tl'PBPlD DRAWN BV;CMC C9.4 BYPASS LAYOUT DETAIL NOT TO SCALE