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CAS-01_MINNETONKA MIDDLE SCHOOL WEST INTERIM USE PERMITU, AU US12000 Se tefte, 20 W m T W T F M T W T F 1 11 2 3 5 .L.& K.fiLI 6 7 8 11 141$ 13 1415 1 0 11 12 ... -i! 3 4 Wyl 20 21111111111 22 24 26 26 Start t,,t Due b p Category Description 9/1/2015 9/1/2015 H Escrows Cash Escrow Minnetonka Middle School West IUP 2014-01 $5,000 Restoration and Erosion Control Paid 1/5/14 Check 407101 from Minnetonka School District No. 276 First Status Check on 10/1/14 Notify Bob Generous 10/2/14 - Notified Bob. Per Bob ok to reduce to $500 (10%). Check status 9/1/15. Kim 8/20/15 - Finance was never notified to process refund. Notified Bob/Jill to check status. Kim 826/15 - Jill Sinclair inspected the site and authorized release of entire escrow ($5,000). Notified Finance to return estarow. Activity closed. Kim Of or,wn cv 91B'1015 e13.62 M S=SWm P-Pfla* Se"ED pwi 3100U 2 A� u t 2000 tember 2000 T W T F M T T F M T W T F V6 4 . ... ....................... 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Kim .................................................................. .................................................... ........................................................................................................................ ........................................................................................................................ ... ....................................................... .. ..... .. .. .. ................ 1�14MOWS=Slmus P-P�iwily �, ul 200 MCI t 2000 S lemIter 2000 M T W T F T S M T W T F 2 3 4 5 1 2 �...3 ..4...5 ..6...� ..8 .9 ..10 �11 �12.3 ..4...S...fi .. _...8 ..99 10 11 iT 13'14'15 16 1] 18 1F1 i0 11 12 1J 14 15 1618 9] 114 19 20 21 27 23 24 25' 5 17 19 i9 20�2i 2Q�2425252729. :1031.. 24252621282930...................... ................ ............................. Securities istart Due S F category Description.: - - 10/1/2014 10/1/2014 O Escrows ® Cash Escrow Minnetonka Middle School West IUP 2014-01 $5,000 Restoration and Erosion Control Paid 1/5/14 Check 407101 from Minnetonka School District No. 276 First Status Check on 10/1/14 Nu* Bob G®aous 10/2/14 -Notified Bob.) ................................ 0 to � com 1M 14 a 331 PM s=sreLa F=Prc Fye 1 CITY OF CHANHASSEN P'O BOX 147 CHANHASSEN MN 55317 02/05/2014 4:01 PM Receipt No. 00242550 CLERK: bethanya PAYEE: Minnetonka School Dist. #276 5621 County Rd 101 Minnetonka MN 55345 - Minnetonka Middle School West IUP 2014-01 Restoration/Erosion Control ------------------------------------------------------- Security Escrow 5,000.00 Total Cash Check 407101 Change 5,000.00 0.00 5,000.00 0.00 MINNETONKA SCHOOL DISTRICT NO. 276 CITOD 001 CITY OF CRANRASSEN Check Date: 02/04/2014 Check Number: Invoice Nbr Description P.O. Nbr FEES EXCROW ACCOUNT FOR 0 RESTORATION AND EROSION CONTROL 2014 06 E 210 850 911 386 309 5,000.00 Vendor Total 40T101 40701 Gress P.mt _. 0 5,000.00 ITEM 5110 DETACH AND RETAIN THIS PORTION FOR YOUR RECORDS NR.LCO ■ To Onln CA: 800-266-4669 Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin David H. Schultz 1380 Corporate Center Curve Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com 14' of CAMPBELL KNUTSON Professional Association April 9, 2014 Ms. Kim Meuwissen City of Chanhassen CITYofCHANHASSEN 7700 Market Boulevard RECEIVED P.O. Box 147 APR ; 2014 Chanhassen, Minnesota 55317 �{plPLA1QIVMd� Re: Chanhassen — Miscellaneous Recording Dear Kim: Enclosed herewith for your file is the original, recorded Interim Use Permit #2014-01. Please note that this Interim Use Permit was recorded with the County Recorder on February 12, 2014, as Document No. A 590709. If you have any questions regarding the above, please give me a call. Very truly yours, CAMPBELL KNUTSON Professional Association By: Carole J. Hoeft cjh Legal Assistant Enclosure 175692v1 Document No. OFFICE OF THE TY RECORDER A590709 coUN CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on February 12, 2014 12:53 PM Fee: $46 00 Mark Lundgren County Recorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT #2014-01 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: Interim Use Permit to allow site grading in excess of 1,000 cubic yards to allow a parking lot expansion and stormwater improvements for Minnetonka Middle School West, ISD 276, located 6421 Hazeltine Boulevard. 2. 1 . The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: LEGAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed bY dead recorded In the office of the Register of Deeds of Carver County, Minnesota, in Book 33 of Deeds, page 25. Also that part of Lot E, Bordweil Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32- 3. Conditions. The permit is issued subject to plans dated November 27, 2013 prepared by Inspec, Inc. and the following conditions: a. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. b. "No Parking Fire Lane" signage and yellow painted curbing will be required. Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. c. The applicant shall install a minimum of six deciduous trees. d. The interior width of the landscape islands or peninsulas shall be 10 feet. e. All parking stalls shall be marked with painted lines not less than four inches wide in accordance with the approved plan. f Staff recommends the applicant installs forebays at each curb cut. g. All seed mixes shall be from the MN State Seed Mix list. h. Seed mix 25-141 shall be replaced within the filtration swale with 33-262 or its equivalent. i. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise limit the clay content to less than 5% of the topsoil portion. j. The applicant must develop an operations and maintenance manual addressing the anticipate inspection and maintenance schedule for the filtration swale as well as measures to assure that the swale functions according to design. This must be provided to the city and provisions must be included to allow for City staff to inspect as is required under the Municipal Separate Storm Sewer System permit issued in August of 2013. k. Inlet protection shall be called out and installed at all catch basins and catch basin manholes. 1. Inlet protection shall be called out and installed at all curb cuts into the filtration swale until the swale is fully stabilized. m. Remove all references to a filter sock around the underdrain as is shown in detail 11 on page C5. n. The applicant must apply for and receive coverage under the NPDES permit. Proof of this must be provided to the City. o. The plans shall be revised to note the style of the existing grated manhole covers and, if they are to be upgraded, note the new style. p. A $5,000 escrow for restoration and erosion control will be required with the permit. q. The applicant must provide a proposed haul route for review and approval. 2 -.♦ r. An as -built grading plan is required once site grading is complete. s. The applicant shall show the retaining wall on the grading plan. t. The plan must follow all applicable state and federal guidelines 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: January27, 2014 CITY OF CHANHASSEN By: I h� Thomas A. F long Ma or By: odd Gerhardt, City Manager STATE OF MINNESOTA ) (sS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 3-1A day of 2014, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhass a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Nota Public W" KAREN I ENGELHAROT Notary Public -Minnesota •K ` �My Commission Expires Jan 31-2015 Recreation Center 4. The interior width of the landscape islands or peninsulas shall be 10 feet. 2310 Coulter Boulevard Phone: 952.227.1400 5. All parking stalls shall be marked with painted lines not less than four inches wide Fax: 952.227.1404 in accordance with the approved plan. Naturial Resources 6. Staff recommends the applicant installs forebays at each curb cut. Phone: 952.227.1130 Fax: 952.2271110 7. All seed mixes shall be from the MN State Seed Mix list. Public works 14-Ol 7901 Park Place January 28, 2014 CITY OF Fax: 952.227.1310 Mr. Paul Bourgeois CH0119SEN Minnetonka Public Schools, ISD #276 Phone: 952.227.1125 5621 County Road 101 7700 Market Boulevard Minnetonka, MN 55345 PO Box 147 the anticipate inspection and maintenance schedule for the filtration swale as well Chanhassen, MN 55317 Re: Minnetonka Middle School West Interim Use Permit www.ci.chanhassen.mn.us Planning Case #2014-01 Administration inspect as is required under the Municipal Separate Storm Sewer System permit Phone: 952.227.1100 Dear Mr. Bourgeois: Fax:952.2271110 Building inspections This letter is to confirm that on January 27, 2014, the Chanhassen City Council Phone: 952.227.1180 approved an Interim Use Permit for site grading in excess of 1,000 cubic yards to Fax: 952.2271190 allow a parking lot expansion and stormwater improvements subject to the following conditions: Engineering Phone: 952.227.1160 Fax: 952.227.1170 1. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. Finance Phone: 952.227.1140 2. "No Parking Fire Lane" signage and yellow painted curbing will be required. Fax: 952.227.1110 Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. Park 8 Recreation PFax:952.2227110 Fax: 952.227.1110 3. The applicant shall install a minimum of six deciduous trees. Recreation Center 4. The interior width of the landscape islands or peninsulas shall be 10 feet. 2310 Coulter Boulevard Phone: 952.227.1400 5. All parking stalls shall be marked with painted lines not less than four inches wide Fax: 952.227.1404 in accordance with the approved plan. Naturial Resources 6. Staff recommends the applicant installs forebays at each curb cut. Phone: 952.227.1130 Fax: 952.2271110 7. All seed mixes shall be from the MN State Seed Mix list. Public works 8. Seed mix 25-141 shall be replaced within the filtration swale with 33-262 or its 7901 Park Place equivalent. Phone: 952.227.1300 Fax: 952.227.1310 9. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise Senior Center limit the clay content to less than 5% of the topsoil portion. Phone: 952.227.1125 Fax: 952.2271110 10. The applicant must develop an operations and maintenance manual addressing the anticipate inspection and maintenance schedule for the filtration swale as well Web site as measures to assure that the swale functions according to design. This must be www.ci.chanhassen.mn.us provided to the city and provisions must be included to allow for City staff to inspect as is required under the Municipal Separate Storm Sewer System permit issued in August of 2013. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Paul Bourgeois January 28, 2014 Page 2 11. Inlet protection shall be called out and installed at all catch basins and catch basin manholes. 12. Inlet protection shall be called out and installed at all curb cuts into the filtration swale until the swale is fully stabilized. 13. Remove all references to a filter sock around the underdrain as is shown in detail 11 on page C5. 14. The applicant must apply for and receive coverage under the NPDES permit. Proof of this must be provided to the City. 15. The plans shall be revised to note the style of the existing grated manhole covers and, if they are to be upgraded, note the new style. 16. A $5,000 escrow for restoration and erosion control will be required with the permit. 17. The applicant must provide a proposed haul route for review and approval. 18. An as -built grading plan is required once site grading is complete. 19. The applicant shall show the retaining wall on the grading plan. 20. The plan must follow all applicable state and federal guidelines. Prior to beginning construction, please contact Stephanie Bartels, (952) 227-1165 or sbartelsa,,ci.chanhassen.mn.us to coordinate the preconstruction meeting. A $5,000 escrow for restoration and erosion control will be required prior to construction. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen mn.us Sin , Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Stephanie Bartels, Project Engineer Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official c: Cliff Buhman, Inspec g:\plan\2014 planning cases\2014-01 mimtetonka middle school west iup\appmval letter.doc i r CITY OF CMSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.2271110 Web site www ci.chanhassen.mn.us January 10, 2014 Paul Bourgeois Minnetonka Public Schools, ISD #276 5621 County Road 101 Minnetonka, MN 55345 Re: Minnetonka Middle School West Interim Use Permit — Planning Case 2014-01 Dear Mr. Bourgeois: Enclosed please find Minnetonka School District No. 276 Check No. 406509 in the amount of $195.00 for payment of property owners list invoice (copy enclosed). Since the invoice was previously paid by credit card, I am returning your check. If you have any questions or need additional information, please contact me at 952- 227-1107 or by email at kmeuwissen(a,ci.chanhassen.mn.us. Sincerely, Kim T. Meuwissen Sr. Communications Administrative Support Specialist KTM:ms Enclosures (2) Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Paul Bourgeois Minnetonka Public Schools, ISD 276 5621 County Road 101 Minnetonka, MN 66345 Invoice RE: Minnetonka Middle School West Interim Use Permit Planning Case 2014-01 SALESPERSON DATE TERMS KTM Dec. 26, 2013 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 65 Property Owners List within 500of PID 25-0033000 (65 labels) $3.00 $195.00 TOTAL DUE $195.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for January 7, 2014. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2014-01. If you have any questions concerning this invoice, call Kim at (952)-227-1107. THANK YOU FOR YOUR BUSINESS! MINNETONKA SCHOOL DISTRICT NO. 276 CITOD 001 CITY OF CHANHASSEN Check Date: 01/10/2014 Check Number: 406509 406509 Invoice Nbr Description P.O. Nor Gross Amt Net Amt 1204-01 PLANNING CASE 2014-01 0 195.00 195.00 06 E 210 650 901 386 309 195.00 TEM 5110 Vendor Total DETACH AND RETAIN THIS PORTION FOR YOUR RECORDS 195.00 NELCO ■ To Onler Call: 800-266-10e,') COLORED • ON CHEMICAL REACTIVE PAPER • • BEACON BANK 406509 a� MINNETONKA SCHOOL DISTRICT NO. 276 19765 HIGHWAY SEVEN CHECK NO. 5621 COUNTY RD. 101 SHOREWOOD, MINNESOTA 55331 MINNETONKA, MINNESOTA 55345 (952)474-7309 406509 75-870/919 VOID AFTER 90 DAYS *** One Hundred Ninety -Five Dollar(s) & No Cents* PAY TO THE ORDER OF: CITY OF CHANHASSEN 7700 MARKET BLVD PO BOX 147 CHANHASSEN, MN 55317 01/10/2014 I"405509,13 1:0 9 1 908 7001: LOS 843le $195.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/08/2014 8:31 AM Receipt No. 00240295 CLERK: AshleyM PAYEE: Paul Bourgeois 5621 County Road 101 Minnetonka MN 55345 - Planning Case 2014-01 ------------------------------------------------------- GIS List 195.00 Total 195.00 Cash 0.00 Credit Cd 195.00 Change 0.00 A-01 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Paul Bourgeois Minnetonka Public Schools, ISD 276 5621 County Road 101 Minnetonka, MN 66345 Invoice RE: Minnetonka Middle School West Interim Use Permit Planning Case 2014-01 SALESPERSON DATE TERMS KTM Dec. 26, 2013 upon receipt NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for January 7. 2014. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2014-01. If you have any questions concerning this invoice, call Kim at (952)-227-1107. THANK YOU FOR YOUR BUSINESS! 1'+—o I CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 811193 Application of Minnetonka Public Schools District 276 for an Interim Use Permit to permit grading in excess of 1,000 cubic yards (Planning Case #2014-01). On January 7, 2014 the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Minnetonka Public Schools District 276 for an interim use permit for the property located at 6421 Hazeltine Boulevard. The Planning Commission conducted a public hearing on the proposed interim use which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned OI, Office Institutional District. 2. The property is guided by the Land Use Plan for Public/Semi-Public use. 3. The legal description of the property is: LEGAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 33 of Deeds, page 25. Also that part of Lot E, Bardweil Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The grading operation will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The site work will result in the creation of a water filtration swale which will improve water quality. b. The grading operation will be consistent with the objectives of the city's comprehensive plan and the zoning code providing additional storm water treatment. The earthwork will be maintaining the site in a form suitable for institutional use which is compatible with the Comprehensive Plan and the zoning code. c. The grading operation will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area because the site improvements will improve the use of the site as well as improve water treatment. . d. The grading operation will not be hazardous or disturbing to existing or planned neighboring uses because the grading and drainage will be contained within the site perimeters. Hours of operation are limited and specific conditions of approval will be in place and enforced by the city. e. The grading operation will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The grading is temporary which does not need to be served by public facilities and services. The proposed grading will improve storm water management in this area. f. The grading operation will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community since this site already contains a school. g. The grading operation will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The conditions of the approval wil l provide standards by which the activities should be minimized. h. The grading operation will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Through the use of signage, limits on the hours of operation, and the limited nature of the operation, traffic impacts will be limited. i. The grading operation will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The grading operation is limited. j. The grading operation will be aesthetically compatible with the area since the grading and re -vegetation of the site will improve the site storm water management. k. The grading operation will not depreciate surrounding property values since the plan will improve the site and its impacts on the surrounding properties. 1. The grading operation will meet standards prescribed for certain uses as provided in Chapter 7, Article III of the Chanhassen City Code. 5. The planning report #2014-01 dated January 7, 2014, prepared by Stephanie Bartels, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use permit to permit grading in excess of 1,000 cubic yards. ADOPTED by the Chanhassen Planning Commission this 7a' day of January, 2014. CHANHASSEN PLANNING COMMISSION BY: Its Chairman CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2014-01 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, January 7, 2014, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an Interim Use Permit to grade property for construction of a parking lot addition and stormwater drainage improvements on property zoned Office and Institutional District (OI) and located at 6421 Hazeltine Boulevard (Minnetonka Middle School West). Applicant: Minnetonka School District 276. A plan showing the location of the proposal is available for public review on the City's web site at www ci.chanhassen.mn.us/2014-01 or at City Hall during regular business hours. ALL interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, AICP, Senior Planner Email: bgenerous@ ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, January 2, 2014: No. 4897) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated m follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. V 1$ 912 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publiration of the Notice: abcdefghijkhnnopgrstuuwxyz Laurie A. Harhnann Subscribed and sworn before me on this 'day o 2014 N lis RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. 512.59 per column inch I iA-6k Chanhassen City Council — January 27, 2014 PUBLIC ANNOUNCEMENTS: Mayor Furlong: First item on our agenda this evening, I'd like to make a public announcement for our upcoming February Festival. The City of Chanhassen is pleased to announce the fust community event for 2014 which is our 21" Annual February Festival. This is the fust in a year long series of special events sponsored by the City of Chanhassen, our local service organizations and businesses. February Festival will be held this coming Saturday, February 1" and I'm pleased to invite all area residents, their families and friends to come and join us at Lake Ann for a day full of events. Everything kicks off at noon with ice skating, sledding, sleigh rides, bonfires, medallion hunt, the ice fishing contest, hot food and concessions will be sold on the ice by the Chanhassen Rotary Club and by Culver's. Boy Scout Troop 330 will be selling live bait and s'mores kits. The ice fishing contest will run from 1:00 to 3:00 p.m. and includes over $6,000 in prizes donated from local businesses and other organizations. Each Feb Fest attendee will receive one free door prize for the event and a chance to win over $3,000 in door prizes. Ice fishing tickets are $10 a piece, per person and are available at City Hall and some local businesses. For more information please look in the Chanhassen Villager or visit the city's website. We look forward to seeing a great crew out there and this year we don't have to worry about the thickness of the ice I don't think, Mr. Hoffman. So unlike years past, one less concern. Maybe there's a different one but there should be a lot of fun. It always is and I hope that a lot of people their families get out there and enjoy Feb Fest this coming Saturday. CONSENT AGENDA: Councilman Laufenburger moved, Councilwoman Ernst seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of City Council Minutes dated January 13, 2014 2. Receive Planning Commission Minutes dated January 7, 2014. 3. Resolution #2014-05: Approve Resolution in Support of Carver County's Application for TAP Funds, Minnesota River Bluffs Trail. 4. Approval of Interim Use Permit for Construction of a Parking Lot and Stormwater Improvements, Minnetonka Middle School West, 6241 Hazeltine Boulevard. 5. Approval of 2014 Key Financial Strategies. 6. Approval of 2014 Legislative Priorities. 7. Approval of Lease Agreement with AT&T, Minnetonka Middle School West Water Tower. 8. Resolution #2014-06: Approval of Moving Precinct 5 Polling Location from St. Hubert's Church to Living Christ Lutheran Church. 9. Approval of Quote for Disk Storage Array, CIP Item EQ -13. 10. Approval of Temporary On -Sale Liquor Licenses, February Festival and Fourth of July Celebration, Chanhassen Rotary Club. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS. None. SC"EC CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 2/5/14 2014-01 ATTENTION Carole Hoeft RE: Document Recording M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 1/27/14 14-01 Interim Use Permit 2014-01 6421 Hazeltine Boulevard-MMSW ❑ FORBIDS DUE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Paul Bourgeois, Minnetonka Public Schools, ISD #276 copies for approval copies for distribution corrected prints SIGNED: Cim Meuwissen, 52) 227-1107 f ;vNhIFr If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT #2014-01 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: Interim Use Permit to allow site grading in excess of 1,000 cubic yards to allow a parking lot expansion and stormwater improvements for Minnetonka Middle School West, ISD 276, located 6421 Hazeltine Boulevard. 2. Pte. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: LEOAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, In Book B of Deeds, page 400, and that port thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded In the office of the Register of Deeds of Carver County, Minnesota, in Book 33 of Deeds, page 25. Also that part of Lot E. Berdweil Acres, not conveyed by saki deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Vtot to a permanent easement for roadway purposes as recorded in the office Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 3. Conditions. The permit is issued subject to plans dated November 27, 2013 prepared by Inspec, Inc. and the following conditions: a. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. b. "No Parking Fire Lane" signage and yellow painted curbing will be required. Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. C. The applicant shall install a minimum of six deciduous trees. d. The interior width of the landscape islands or peninsulas shall be 10 feet. e. All parking stalls shall be marked with painted lines not less than four inches wide in accordance with the approved plan. f. Staff recommends the applicant installs forebays at each curb cut. g. All seed mixes shall be from the MN State Seed Mix list. h. Seed mix 25-141 shall be replaced within the filtration swale with 33-262 or its equivalent. i. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise limit the clay content to less than 5% of the topsoil portion. j. The applicant must develop an operations and maintenance manual addressing the anticipate inspection and maintenance schedule for the filtration swale as well as measures to assure that the swale functions according to design. This must be provided to the city and provisions must be included to allow for City staff to inspect as is required under the Municipal Separate Storm Sewer System permit issued in August of 2013. k. hilet protection shall be called out and installed at all catch basins and catch basin manholes. 1. Inlet protection shall be called out and installed at all curb cuts into the filtration swale until the swale is fully stabilized. in. Remove all references to a filter sock around the underdrain as is shown in detail 11 on page C5. n. The applicant must apply for and receive coverage under the NPDES permit. Proof of this must be provided to the City. o. The plans shall be revised to note the style of the existing grated manhole covers and, if they are to be upgraded, note the new style. p. A $5,000 escrow for restoration and erosion control will be required with the permit. q. The applicant must provide a proposed haul route for review and approval. r. An as -built grading plan is required once site grading is complete. s. The applicant shall show the retaining wall on the grading plan. t. The plan must follow all applicable state and federal guidelines 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lause. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use pennit is a criminal misdemeanor. Dated: January27, 2014 CITY OF CHANHASSEN By: i ThoAmaas A. Furl Ma or By: odd Gerhardt, City Manager STATE OF MINNESOTA ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this 51A day of 2014, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhass a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. No Public DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 KAREN J, ENGEIHARpT Chanhassen, MN 55317 Notary Publieminnesota (952) 227-1100 +:-,: My COMMISSW ExO,e Jan 31, 2015 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.2271170 Finance Phone: 952.227.1140 Fax: 9522271110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.2271130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 9522271310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site www.ei.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior .Planner DATE: January 27, 2014 V' SUBJ: Minnetonka Middle School West — Interim Use Permit Planning Case #2014-01 PROPOSED MOTION "The Chanhassen City Council approves an Interim Use Permit for site grading in excess of 1,000 cubic yards to allow a parking lot expansion and stormwater improvements subject to the conditions of approval and adopts the Findings of Fact." City Council approval requires a majority vote of the entire City Council. EXECUTIVE SUMMARY The applicant is expanding the parking lot to add 51 parking stalls and install a storm water filtration swale. Grading in excess of 1,000 cubic yards requires an interim use permit. PLANNING COMMISSION SUMMARY The Planning Commission held a Public Hearing on January 7, 2014 to review the proposed development. The Commission voted seven to zero on a motion recommending approval of the Interim Use Permit. There were no issues or concerns with the proposed plan. The January 7, 2014 Planning Commission minutes are a consent agenda item in the January 27, 2014 City Council packet. RECOMMENDATION Staff recommends approving the interim use permit. ATTACHMENTS Planning Commission Staff Report Dated January 7, 2014. g:\plan\2014 planning cases\2014-01 minnetonka middle school west iup\executive summary.doc Chanhassen is a Community for Life - Providing for Todayand Planning for Tomorrow py"IM,1;1 fCITY OF CHANHASSEN o � PROPOSED MOTION: PC DATE: January 7, 2014 -L) —` CC DATE: January 27, 2014 REVIEW DEADLINE: February 4, 2014 CASE #: 2014-01 BY: AF, RG, TJ, ML, JM, JS "The Chanhassen Planning Commission recommends approval of an Interim Use Permit for site grading in excess of 1,000 cubic yards to allow a parking lot expansion and stormwater improvements subject to the conditions of approval, and adopts the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The developer is requesting an Interim Use Permit to grade property for construction of a parking lot expanison and stormwater drainage improvements. LOCATION: 6421 Hazeltine Boulevard (Minnetonka Middle School West) O r (PID 25-0030000) APPLICANT: Minnetonka Public Schools District 276 5621 County Road 101 Minnetonka, MN 55345 PRESENT ZONING: 2020 LAND USE PLAN: ACREAGE: 30.3 acres Office Institutional (OI) Public/Semi-Public DENSITY: 0.1 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying interim use permits, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance and city code. If the City finds that all the applicable standards are met, the permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting an interim use permit to grade in excess of 1,000 cubic yards for the construction of additional parking spaces and the installation of stone water drainage improvements on the site. The proposed parking expansion will permit more convenient access and greater utilization of the pool. Parking is at a premium for the pool area. 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGEIMPROVEMENTS MIN N:TONKA MIDDLE SCHOOL WEST 6421 HAZELTINE BOULEVARD EXCELSIOR, MINNESOTA 5M1 Planning Commission Minnetonka Middle School West IUP — Planning Case 2014-01 January 7, 2014 Page 2 of 6 The plans submitted by Inpsec on behalf of Minnetonka Public Schools — ISD 276 included a title sheet, sheets C -I through C-5 and a drainage plan. hi addition, Inspec provided a Surface Water Pollution Prevention Plan and a HydroCAD summary report. Inspec and ISD 276 made efforts to communicate with the city early on and that has made for a clean, accurate plan with few additional changes necessary. APPLICABLE REGULATIONS Chapter 7, Article II, Excavating, Mining, Filling and Grading Chapter 20, Article IV, Division 5, Interim Use Permits Chapter 20, Article XXI, w, Office and Institutional District BACKGROUND The school is completing an addition and upgrade to the swimming pool area (located on the south end of the building) and an alteration and upgrade to the physical heating plant. On January 24, 2011, the Chanhassen City Council approved the interim use permit to permit site grading for the tennis courts at Minnetonka Middle School West, Planning Case #2011-01. On February 27, 2006, the Chanhassen City Council approved Interim Use Permit #2006-03 to permit the grading of approximately 3,400 cubic yards for an infiltration basin and drainage swales to reduce downstream erosion and sedimentation along Highway 41 (Planning Case #2006-03). On June 9, 2003, the Chanhassen City Council approved Interim Use Permit #2003-02 to permit grading in excess of 1,000 cubic yards to install a storm water pond and reconfigure the bus circulation route and parking area on the north side of the school. ANALYSIS The applicant is expanding the parking lot to add 51 parking stalls and install a storm water filtration swale. The entire parking area will then be restriped. STORM WATER MANAGEMENT The project proposes to disturb 2.42 acres and add 0.61 acres of new impervious. In order to provide treatment and rate control for the new impervious area, the applicant is proposing a filtration feature located southwesterly on the property. Water will discharge from the filtration swale through an underdrain into the existing storm sewer system before being discharged into the pond which was constructed with the water tower. The pond has yet to have an as -built survey performed: however, the proposed pond design will have adequate storage to accommodate the increased storm water load. The design calls for water to enter the filtration swale via six curb cuts. The applicant is proposing to use a field stone rip rap to dissipate energy into the filtration swale. Staff would recommend that a pre-treatment forebay is installed at the location of the curb cut instead. These will allow for easy maintenance and will prevent failure of the system as a result of Planning Commission Minnetonka Middle School West NP — Planning Case 2014-01 January 7, 2014 Page 3 of 6 sedimentation causing a reduction in the permittivity of the soils. Anoka County and others have developed relatively simple forebays that would be suitable. The detail for the drainage swale calls for the use of MNDOT 25-141. MNDOT and BWSR have compiled their seed mixes to develop state seed mixes. State seed mix 25-141 is not appropriate for the intended use as it a mesic general roadside ditch mix with limited deep rooting plants as would be needed in a filtration swale. State seed mix 33-260 (Dry Swale/Pond mix) or equivalent shall be used instead. The design calls for up to 35% pulverized top soil. Under MNDOT specifications, topsoil can have up to 40% clay content. This is unacceptable for a filtration feature. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise limit the clay content to less than 5% of the topsoil portion. Most references to perforated pipe with a sock have been removed with the exception of detail 11 — "Drain Tile Cleanout" on page C5. Remove the reference to sock. As this filtration swale will be privately owned and maintained, an operations and maintenance manual must be developed and provided to the City for review, comment and approval. This O&M should address annual inspections as well as anticipated maintenance requirements. GRADING, DRAINAGE AND EROSION CONTROL The existing parking area directs water from east to west, where manholes with grated covers receive the stormwater runoff. The manholes are located on the west side of the parking area and the south side of the school. This storm sewer system carries runoff to a stormwater pond on the southwest side of the school. The proposed design will move an estimated 2,400 cubic yards of material, including reclaimed pavement from the parking area. It will expand the parking area by lowering a hill southeast of the parking lot and paving it for new parking spaces. The parking area will have curb and gutter to direct water flow. It will be graded to ensure runoff will flow from east to west across the parking area and toward the manholes with grated covers near the school. This grading will mimic the existing drainage pattern. In the plans, the applicant shall note the current and proposed style of the grated manhole covers. The proposed design also includes construction of new bio -filtration cells on the south side of the school. The bio -filtration cells will collect and divert runoff to the existing stormwater pond. The driveway south of the school will have curb with drainage cutouts that will direct runoff to the new bio -filtration cells. The hill south of the school will also be altered to direct water to the bio -filtration cells for entry into the stormwater system. A $5,000 escrow to guarantee restoration and erosion control measures will be required with the permit. Planning Commission Minnetonka Middle School West NP — Planning Case 2014-01 January 7, 2014 Page 4 of 6 Staff will require that the applicant provide a proposed haul route for review and approval. This site will cross the minimum threshold for a National Pollution Discharge Elimination System permit. The applicant must apply for and receive authorization under this permit prior to any earth -disturbing activities. Inlet protection shall be shown on all catch basin and catch basin manholes with the potential to receive sediment -laden water as a result of this project. Inlet protection shall also be placed at all curb cuts until the filtration swale is stabilized. The applicant is strongly encouraged to provide inlet forebays at the curb cuts. This will reduce long-term maintenance costs and increase the effectiveness and lifespan of the filtration swale. At a minimum, the O&M manual must indicate how sediment deposition within the swale will be addressed and how the effectiveness of the practice will be measured. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. RETAINING WALL A retaining wall is proposed south of the school, in the side of a small hill near the bio -filtration cells. The face of the wall is toward the south side of the school. The proposed wall is a maximum of 5.5 feet tall. The wall design shall be a concrete segmental wall with a chiseled finished face. The grading plan shall be revised to show the retaining wall. PARKING LOT The parking lot meets the Chanhassen City Code requirements of 9'x18' minimum stall dimensions, as well as the 26' wide driving aisles for 901 parking spaces. There are 5 dead-end parking aisles, all of which have a 26'x10' vehicle turnaround area. The plan must follow all applicable state and federal guidelines, including ADA standards for the sidewalk reconstruction. LANDSCAPING The applicant is adding approximately 17,185 square feet of vehicular use area. The minimum requirements for landscaping for the Minnetonka Middle School West parking lot expansion include 1,375 square feet of landscaped area around the parking lot and six trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area Planning Commission Minnetonka Middle School West IUP — Planning Case 2014-01 January 7, 2014 Page 5 of 6 and parking lot trees is shown in the following table. Since the existing parking area does not have landscape islands, perimeter landscape plantings, rather than landscape islands, are appropriate. Required lProposed Vehicular use landscape area 1 1,375 sq. ft. >1,375 sq. ft. Trees/parking lot 16 trees 0 trees Applicant does not meet minimum requirements for trees in the parking lot area. A minimum of six trees are required to be planted in and around the parking area. RECOMMENDATION Staff recommends that the Planning Commission approve the Interim Use Permit subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. 2. "No Parking Fire Lane" signage and yellow painted curbing will be required. Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. 3. The applicant shall install a minimum of six deciduous trees. 4. The interior width of the landscape islands or peninsulas shall be 10 feet. 5. All parking stalls shall be marked with painted lines not less than four inches wide in accordance with the approved plan. 6. Staff recommends the applicant installs forebays at each curb cut. 7. All seed mixes shall be from the MN State Seed Mix list. 8. Seed mix 25-141 shall be replaced within the filtration swale with 33-262 or its equivalent. 9. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise limit the clay content to less than 5% of the topsoil portion. 10. The applicant must develop an operations and maintenance manual addressing the anticipate inspection and maintenance schedule for the filtration Swale as well as measures to assure that the swale functions according to design. This must be provided to the city and provisions must be included to allow for City staff to inspect as is required under the Municipal Separate Storm Sewer System permit issued in August of 2013. 11. Inlet protection shall be called out and installed at all catch basins and catch basin manholes. Planning Commission Minnetonka Middle School West IUP — Planning Case 2014-01 January 7, 2014 Page 6 of 6 12. Inlet protection shall be called out and installed at all curb cuts into the filtration swale until the swale is fully stabilized. 13. Remove all references to a filter sock around the underdrain as is shown in detail 11 on page C5. 14. The applicant must apply for and receive coverage under the NPDES permit. Proof of this must be provided to the City. 15. The plans shall be revised to note the style of the existing grated manhole covers and, if they are to be upgraded, note the new style. 16. A $5,000 escrow for restoration and erosion control will be required with the permit. 17. The applicant must provide a proposed haul route for review and approval. 18. An as -built grading plan is required once site grading is complete. 19. The applicant shall show the retaining wall on the grading plan. 20. The plan must follow all applicable state and federal guidelines. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Cover Sheet 4. Reduced Copy Demolition Plan C 1 5. Reduced Copy Grading and Drainage Plan C2 6. Reduced Copy Layout Plan C3 7. Reduced Copy Wall Elevations C4 8. Reduced Copy Detail Sheet C5 9. Public Hearing Notice and Mailing List. g:\plan\2014 phmning cases\2014-01 minnetonka middle school west iup\staff report mmsw pkglocdoc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION 11�i' m Application of Minnetonka Public Schools District 276 for an Interim Use Permit to permit grading in excess of 1,000 cubic yards (Planning Case #2014-01). On January 7, 2014 the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Minnetonka Public Schools District 276 for an interim use permit for the property located at 6421 Hazeltine Boulevard. The Planning Commission conducted a public hearing on the proposed interim use which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned OI, Office Institutional District. 2. The property is guided by the Land Use Plan for Public/Senri-Public use. 3. The legal description of the property is: LEGAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, In Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, In Book 33 of Deeds, page 25. Also that part of Lot E, Bordweil Acres, not conveyed by salt deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The grading operation will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The site work will result in the creation of a water filtration swale which will improve water quality. b. The grading operation will be consistent with the objectives of the city's comprehensive plan and the zoning code providing additional storm water treatment. The earthwork will be maintaining the site in a form suitable for institutional use which is compatible with the Comprehensive Plan and the zoning code. C. The grading operation will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area because the site improvements will improve the use of the site as well as improve water treatment. . d. The grading operation will not be hazardous or disturbing to existing or planned neighboring uses because the grading and drainage will be contained within the site perimeters. Hours of operation are limited and specific conditions of approval will be in place and enforced by the city. c. The grading operation will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The grading is temporary which does not need to be served by public facilities and services. The proposed grading will improve storm water management in this area. f. The grading operation will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community since this site already contains a school. g. The grading operation will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The conditions of the approval will provide standards by which the activities should be minimized. h. The grading operation will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Through the use of signage, limits on the hours of operation, and the limited nature of the operation, traffic impacts will be limited. The grading operation will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The grading operation is 2 limited. j. The grading operation will be aesthetically compatible with the area since the grading and re -vegetation of the site will improve the site storm water management. k. The grading operation will not depreciate surrounding property values since the plan will improve the site and its impacts on the surrounding properties. 1. The grading operation will meet standards prescribed for certain uses as provided in Chapter 7, Article III of the Chanhassen City Code. 5. The planning report #2014-01 dated January 7, 2014, prepared by Stephanie Bartels, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use Permit to permit grading in excess of 1,000 cubic yards. ADOPTED by the Chanhassen Planning Commission this 7h day of January, 2014. CHANHASSEN PLANNING COMMISSION La Its Chairman 3 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Planning Case No. rAyl `r- o CITY OF CHANHASSEN RECEIVED DEC'06 2013 r.HAMHCCCCN OI enInIInir. nr PT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Non -conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development' Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan Review_ Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" Site Plan Review (SPR)' - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB �i- Subdivision• TOTAL FEE $ � 7� !/ � Abt An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 81/:" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT N LOCATION LEGAL DESCRIPTION AND PID: _'*� PD4�33" TOTAL ACREAGE: 3017/ WETLANDS PRESENT: YES X NO PRESENTZONINGffLLCK �9`6-'0AW-L REQUESTED ZONING: Ik /��' PRESENT LAND USE DESIGNATION: 50r/r ' REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the speck ordinance and procedural requirements applicable to your application A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etcwith an estimate prior to any autation to proceed with the study. The documents and information I have submitted are true and correct to the best of � � as aDl3 Date l \ 2,s 2-013 Date Paul Bourgeois Dea r of Finance & OperaLonS g.\plaforP%veoD<mw appliwlion.dm Minnetonka West Middle School LEGAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West. according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400. and that port thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 33 of Deeds, page 25. Also that part of Lot E. Bardwell Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS MINNETONKA MIDDLE SCHOOL WEST 6421 HAZELTINE BOULEVARD OWNER: EXCELSIOR, MINNESOTA 55331 MINNETONKA PUBLIC SCHOOLS 5621 CTY. RD. 101 MINNETONKA, MINNESOTA 55345 CIVIL ENGINEER: INSPEC, INC. 5801 DULUTH STREET MINNEAPOLIS, MINNESOTA 55422 SURVEYOR: CLARK ENGINEERING 621 LILAC DRIVE MINNEAPOLIS, MINNESOTA 55422 DRAWING SCHEDULE CITY OF CHANHASSE, RECEIVED DEC 0 b '1013 'HANHASSEN PLANNING DEPT O fz +�fell 0 0 0 9; 41, \\fig, o / VICINITY MAP CITY OF CHANHASSE, RECEIVED DEC 0 b '1013 'HANHASSEN PLANNING DEPT O fz +�fell 0 0 0 9; 41, \\fig, o / VICINITY MAP EXCERPTS FROM SWPPP NARRATW GENERAL NOTES: EROSION CONTROL NOTES: KEYED NOTES: �.,�..M we , T� ,a. ...aw..,�..,. �.w�.. m......_, 0p: .,1,.. .....oa.>.>,., .,1-1 .m. •axrsameasux•— 0. ..,....,�..e,..e y T � p: . ,w>.,....._...>.,ro..�.,......�� ..unw> EROSION CONTROL NOTES: KEYED NOTES: �.,�..M , T� ,a. ...aw..,�..,. �.w�.. m......_, 0p: .,1,.. .....oa.>.>,., .,1-1 .m. ,..�..,..>.,,..>.....,.. .. 0. ..,....,�..e,..e p: . ,w>.,....._...>.,ro..�.,......�� ..unw> p>,..�...,.T Om.. MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST KEYED NOTES: � EFwr xrE nmanLnonrE. uvw..�>. v.ELmEonon ioxEw awneN.eiev. xEro rFww�®.e ®urxa zrwrFoc.ERrn 0 �_ _wrenaeawLw rorEoiiwro Eueiw nrraxaE wrDmrwxauxFAe. eror�wr�FEree © �RorEEDx wEaoEeFcxo roexar. xNena _ Q. .eAN*NLewr.w»NLEe urFaewn © ,oPCEIFw Lao.aF Nn...LrrowmxinvEnn.Nr. ELEVAiwx NF Ewr.:»usew oE'miF�wrue� ® rn�ee`eiLaE'wo rvr."�E�avw0wu�nw mw�tlEowar 0 W:RIY[6M.inE]fP II RRIEO WAit DeTMID TIi NFA! YNLL Z 16LE0 NO IFErpEO nM fIFW 6EIfED1M1tlL NOtlOLNLENMiEDOIM[iwn.. EREIIYiGXeWNEEwN1 BE WWEWEM1FD r0I. e/EYY DEIM Di N' YO Y W l R Y V RDV ED n ENKER 6pE ANLL 01ngNJ N(I INOnIPM. exv¢ MINNETONKA PUBLIC SCHOOLS ISD -278 MINNETONKA MIDDLE SCHOOL WEST .11 ceRoxcrx.: owvwm ox FD n: C2 KEYED NOTES: O p � H......H.. Ml..DH—....D.. O= IS. EELSITE......MEMEMS-L'��EEEEE�ISMEES p , .,.... M... .,.H........H..D ..,. OO, ._.. ll....ro ..... w.ECE. Mil. Ill ..wi p EE. .11J—M.ux...I M— Ill ,..i p ..a.e..D' .. . .H p. W. D..rew....K.n...h...u. -.S O.. IS I—Ell... .. -. , u.D. - - - w M. --.u..O p .rvwuus ®. .—........... 0 IMEMI ME. 11. MESI TIS 1. El IM— SD.T.....M...1.1.1 t- w mne m. / p ' r �/� v¢�•' �:o 'a.ISESSMESSE.T.t1' y : u" / i• � °� a to � _' • / ! MINNETONKA PUBLIC •3I�. iSCHOOLS ISD -276 MIDDLE dfz' n ° .�l*" lr *r'ici4 lii'�> i•.hr its - c 1\ SCHOOL WEST ... t APY \MMMME� 2014 M.eE.4Hi nEHA....v.. A.. e.unvv..Enwu.r... w o \ 4i• .. V. MM 1. a ,p.. • �,.. .. `� ♦ ��e i iV, _________ mxn Ml __ ___'�� wwner: acaEoa. 1. / LAYOUT PLAN�� -- S87.72'20'E 73N : C3 KEYED NOTES: �..AT O -.-A., LANDSCAPE PLAN NOTE W l f► =A=- lxeesc MINNETONKA PUBLIC - S97`12'20 "E 171SCHOOLS ISD -276 MINNETONKA MIDDLE SCHOOL WEST caxreerx C4 ;&j5MENTIRECLAIM DETAIL ^'ON DETAIL SURMOUNTABLE INPUT SURMOUNTABLE OUTPUT CONCRETE CURB DETAIL /1 CONCR TE CURD DETAIL PwE eED.IN. DETAIL BITUMINOUS PAVEMENT DETAIL B CURD & OUTTER DETAUL - a' � �••• j.. — munmeou�n WN DETAIL .��.n (&ELM 069N6I68HOIE DETAIL =1111 IIII III IIII�IIII�I,III�II—IIIIRI �' III IIII IIII I III III ��II r t ll—ou�nn�no.i�9 1 � yggg l . TILE CLEANOUI m . w mw^ NEW BIOTILTRATION CELL DETAIL �Tnru RO IONCONTROL NN n umwn ACCESSIBLE RAMP ISO G NEW CONCRETE DETAIL to* f" INS,= MINNETONKA PUBLIC SCHOOLS ISD -276 MINNETONKA MIDDLE SCHOOL WEST ITS F.v.'aewxiwbm, .1-1 r Cp1Rx1] Cpl,Exl � D„�ANRC,x.. w.E.NME�,x, C5 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on December 26, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Minnetonka Middle School West Interim Use Permit — Planning Case 2014-01 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Karen J. Engelhardt, Deputy Clerk Subscribed and sworn to before me this _ day of 2013. Notary Public Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 7, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Interim Use Permit to grade property for Proposal: construction of a parking lot addition and stormwater drainage improvements on property zoned Office and Institutional District OI Applicant: Minnetonka School District 276 Property 6421 Hazeltine Boulevard (Minnetonka Middle School West) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2014-01. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at baenerous(a)ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, please contact the Planning Staff person named on the nofificatlon. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 7, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Interim Use Permit to grade property for Proposal: construction of a parking lot addition and stormwater drainage improvements on property zoned Office and Institutional District OI Applicant: Minnetonka School District 276 Property 6421 Hazeltine Boulevard (Minnetonka Middle School West) Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2014-01. If you wish to talk to someone about this project, please contact Robert Generous by email at baenerous fti.chanhassen.mmus or by phone at Questions & 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be Included in the report, please contact the Planning Staff Person named on the notification. ADAM CUNNINGHAM BEN & MARGARET LIAO BENJAMIN H & HIDEKO GOWEN 2221 SOMMERGATE 3645 FORESTVIEW LN 6440 HAZELTINE BLVD EXCELSIOR, MN 55331-8800 PLYMOUTH, MN 55441-1336 EXCELSIOR, MN 55331-8049 BRADLEY J STRATTON 6628 ASTER TRL EXCELSIOR, MN 55331-8845 CARLOS PARDO 2181 PINEHURST DR CHANHASSEN, MN 55317-4579 CHARLES G GOERS SR REV TRUST 2160 MURRAY HILL CT EXCELSIOR, MN 55331-8882 CINDY TELLINGHUISEN 6370 MURRAY HILL RD EXCELSIOR, MN 55331-8834 DALEJOHANSEN 2240 MELODY HILL RD EXCELSIOR, MN 55331-8891 DANIEL C & JANE A MCKOWN 2171 PINEHURST DR CHANHASSEN, MN 55317-4579 DAVID L & MARY JO WILLADSEN 2325 MELODY HILL RD EXCELSIOR, MN 55331-8894 DOUGLAS E & MARY K JOHNSON REV 6474 MURRAY HILL RD EXCELSIOR, MN 55331-8994 BRIAN D & KRISTINE V MCMENAMIN 6393 MELODY LN EXCELSIOR, MN 55331-6405 CAROL ASLESEN CHILD 6482 MURRAY HILL RD EXCELSIOR, MN 55331-8994 CHARLES R & JOANNE F LEWELLEN 6340 MURRAY HILL RD EXCELSIOR, MN 55331-8834 CLAUDE W & KAYE L BENSON 2211 SOMMERGATE EXCELSIOR, MN 55331-8800 DAMON MJOHNSON 6366 MELODY LN EXCELSIOR, MN 55331-6402 DANIEL REICH 6378 MELODY LN EXCELSIOR, MN 55331-6402 DENNIS M & JOAN E CLARK 6651 HAZELTINE BLVD EXCELSIOR, MN 55331-8039 GREGORY I & JULIE M NELSON 2165 MURRAY HILL CT EXCELSIOR, MN 55331-8882 BRYAN P & ELIZABETH WUTZKE 14128 S 50TH EAST AVE BIXBY, OK 74008-3727 CARVER COUNTY 602 4TH ST E CHASKA, MN 55318-2102 CHRISTOPHER NOVOGRATZ 6624 ALDER WAY CHANHASSEN, MN 55317-4581 CURTIS W & NOELLE W SWENSON 6614 ALDER WAY CHANHASSEN, MN 55317-4581 DAN V & CYNTHIA M SEEMAN 6673 BRENDEN CT CHANHASSEN, MN 55317-7560 DAVID L & HOLLY J JESSEN 6618 BRENDEN CT CHANHASSEN, MN 55317-7560 DONNA SAJADY 6610 BRENDEN CT CHANHASSEN, MN 55317-7560 PAUL BOURGEOIS IND SCHOOL DIST 276 5621 COUNTY ROAD 101 MINNETONKA, MN 55345-4214 JAMES A PEDERSON JAMES R FERRIN JANE QUILLING REVSBECH 6654 BRENDEN CT 6444 MURRAY HILL RD 2155 MURRAY HILL CT CHANHASSEN, MN 55317-7560 EXCELSIOR, MN 55331-8994 EXCELSIOR, MN 55331-8882 JEFFREY A & CHRISTINA M WUNROW JOHN D & KATHRYN D DESMET JOHN J & LYNNETTE J DELUCA 6361 MELODY LN 6454 MURRAY HILL RD 6484 MURRAY HILL RD EXCELSIOR, MN 55331-6405 EXCELSIOR, MN 55331-8994 EXCELSIOR, MN 55331-8994 JOHN R BORRELL JUNIE M HOFF-GOLMEN KEITH K & CHRISTINE M CLARK 2160 PINEHURST DR 2220 MELODY HILL RD 6620 CHESTNUT LN CHANHASSEN, MN 55317-4579 EXCELSIOR, MN 55331-8891 CHANHASSEN, MN 55317-4580 KEVIN J DEGEL KUAN-CHENG SU LEIF W OLSEN 6610 CHESTNUT LN 2180 CRESTVIEW DR 2150 PINEHURST DR CHANHASSEN, MN 55317-4580 EXCELSIOR, MN 55331-8009 CHANHASSEN, MN 55317-4579 LESLIE A POLTRACK LYNDA M KUZMA MARK S & LORENA M FLANNERY 164 DOUD DR 2241 SOMMERGATE 2350 MELODY HILL RD LOS ALTOS, CA 94022-2369 EXCELSIOR, MN 55331-8800 EXCELSIOR, MN 55331-8893 MATTHEW ALLAN KLOSKOWSKI MATTHEW M QUINN MICHAEL C &MARGARET L 6287 CHASKA RD 6604 ALDER WAY 2191 SO R EXCELSIOR, MN 55331-8824 CHANHASSEN, MN 55317-4581 2191 SOMMERGATE MN 53 EXCELSIOR, MN 55331-8917 MICHAEL C TOBIN MICHAEL D & DEBRA H ANDERSON MICHAEL D & KARA S TILDEN 6377 MELODY LN 6681 AMBERWOOD LN 6390 MELODY LN EXCELSIOR, MN 55331-6405 CHANHASSEN, MN 55317-4582 EXCELSIOR, MN 55331-6402 MYKE L & LYNN S MILLER PAUL J & JUDITH A POITEVENT PAUL J & KRISTI L BORCHERT 6405 MELODY LN 2300 MELODY HILL RD 6636 BRENDEN CT EXCELSIOR, MN 55331-6404 EXCELSIOR, MN 55331-8893 CHANHASSEN, MN 55317-7560 RICHARD D BLISS ROBERT & JERI LOU PRCHAL ROBERT A JR & BRENDA K NESS 6400 MELODY LN 2150 MURRAY HILL CT 2121 CRESTVIEW DR EXCELSIOR, MN 55331-6403 EXCELSIOR, MN 55331-8882 EXCELSIOR, MN 55331-8010 ROBERT E LEE III RYAN J SCHAFER SPENCER L GOLDSMITH 4655 HERITAGE HILLS CIR 6464 MURRAY HILL RD 2231 SOMMERGATE MINNEAPOLIS, MN 55437-2855 EXCELSIOR, MN 55331-8994 EXCELSIOR, MN 55331-8800 STEVEN P & KIMBERLY A LATTU STEVENS INVESTMENTS LLC TAMARA M PETERSON -CAMPBELL 2181 CRESTVIEW DR 6505 FOX HOLLOW CT 6613 BRENDEN CT EXCELSIOR, MN 55331-8010 CHANHASSEN, MN 55317-9265 CHANHASSEN, MN 55317-7560 THOMAS G & NEYSA L WINTERER THOMAS J & REBECCA J HAGEN TIMOTHY P & HEIDI S LARKIN 2210 MELODY HILL RD 6633 BRENDEN CT 2150 CRESTVIEW DR EXCELSIOR, MN 55331-8891 CHANHASSEN, MN 55317-7560 EXCELSIOR, MN 55331-8009 WILLIAM DOUGLAS HILE 2151 CRESTVIEW DR EXCELSIOR, MN 55331-8010 CLIFF BUHMAN INSPEC 5801 DULUTH ST MINNEAPOLIS, MN 55402 WILLIAM O & KRISTEN K FLANAGAN 6653 BRENDEN CT CHANHASSEN, MN 55317-7560 WILLIAM R GUPTAIL 2180 PINEHURST DR CHANHASSEN, MN 55317-4579 I CHANHASSEN PLANNING COMMISSION REGULAR MEETING JANUARY 7, 2014 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Mark Undestad, Kim Tennyson, Lisa Hokkanen, Maryam Yusuf, Stephen Withrow, and Steven Weick STAFF PRESENT: Kate Aanenson, Community Development Director; and Alyson Fauske, Assistant City Engineer PUBLIC HEARING: 6421 HAZELTINE BOULEVARD, PLANNING CASE 2014-01: REQUEST FOR AN INTERIM USE PERMIT TO GRADE PROPERTY FOR CONSTRUCTION OF A PARKING LOT ADDITION AND STORMWATER DRAINAGE IMPROVEMENTS ON PROPERTY ZONED OFFICE AND INSTITUTIONAL DISTRICT (01) AND LOCATED AT 6421 HAZELTINE BOULVARD (MINNETONKA MIDDLE SCHOOL WEST). APPLICANT: MINNETONKA SCHOOL DISTRICT 276. Aanenson: Thank you Chairman, members of the Planning Commission. This item again is being, the request is from Minnetonka Public Schools. It is property zoned Office Institutional, public, semi-public and it's 30 acres in size. The reason why it needs an interim use permit is that it's in excess of 1,000 cubic yards. So again the subject site is located just south of Highway 7, off of 41. The Minnetonka Middle School. And it's a large piece of property but with the improvements that they've made, including the swimming pool, additional parking is required. There's just kind of congestion in this comer of the site itself. So the parking improvements in and of itself will be to add 51 additional parking stalls, so you can see that shown in this area here will be the additional parking stalls. So what is being disturbed is about 2 1/2 acres and want to add about 1 acre of new impervious to the hard cover being treated. So part of what needs to be accommodated here, as we looked at with the last permit is to manage the rate and control of the water that's being, additional water that's being created. It needs to be treated so with this project we're actually looking at a filtration swale via 6 curb cuts and if you have questions and more specific about that I'll let engineering or Alyson answer those questions but the filtration site would really be privately owned and managed by the school district so we'll put together a manual and how they'll maintain that and inspections and the like so the City will have that so if there's concerns about that we can manage that as we do all of our other stormwater ponds to make sure that's being accommodated. So the actual cubic yards being graded would be about 2,400 cubic yards so that's the excess over the requirement. We also are taking security in place to make sure that that happens. That everything gets put back. Because of the drainage swale in this retention area, it will be here. Then we also a retaining wall will go around the site and as a normal practice we like to state how that retaining wall will look so it's actually about 5 1/2 feet tall and it would be concrete segment wall with a chiseled finish. Kind of a split face rock so that will be on the, this side of the property as I indicated here. So the stalls meet all the City standards. We are requiring landscaping that will be on the perimeter of the site. Additional landscaping there to buffer that so with that we are recommending approval. It does meet all the requirements of the City. There are conditions of approval. More specifics here a little bit on the grading plan. If you had questions on that I'd then defer to Alyson on that but we are recommending approval. There are Findings of Fact in the staff report supporting the conditions of approval. Again the security that we're putting in place and then operational manual that we'll review or have on staff to make sure that it's, the filtration pond is functioning as it should so we are recommending approval and I'd be happy to answer any questions that you may have. SCP,NNED Chanhassen Planning Commission — January 7, 2014 Aller: In my reading of the report, and review of the conditions, it appears as though this could have been handled administratively. Is the only reason that it's before us the square footage requirements? Aanenson: That's correct, yeah. Because it's over 1,000 square feet, yeah. Cubic yards, sorry. Yeah, and then to look at the, to attach those conditions that would go with it yeah. Aller: Does anybody have any other questions at this point other than? Withrow: I guess one question. Will the soil actually be removed or will it stay on site? Aller: I was going to turn to Alyson in a second. Fauske: They've indicated that they have excess soil for the site so they will be trucking some of the soil off the site and we've requested that they provide us with a haul route just so that if we get telephone calls about truck traffic that we're able to answer where that traffic is coming from and going to. And also to make sure that it's going to a site outside of Chanhassen so that we can ensure that it's not a site that's getting the excess material and need of a grading permit or an interim use permit. Withrow: Okay, thank you. Aanenson: And it's correct too Alyson that some of the removal also will be some of the reclaimed pavement material too so again that's part of the condition is to make sure that we know where it's going and. Aller: And for those of you that aren't here we get a complete report which includes the recommendations and the Findings of Fact but just to go through a little bit of that, with regard to the retaining wall and the drainage systems. Alyson if you'd just kind of give an overview of what that is. Fauske: Certainly. In the back of the staff report there's some of the plans that, which one's the clearest one is probably number G4. It indicates where the retaining wall is. It shows you the wall elevation through there. The reason being they just need to hold back some of that dirt and provide an area for that filtration area and that's what they're proposing to provide some stormwater treatment and rate attenuation through the project. So that's the genesis for the retaining wall in the site. Aller. Thank you. Aanenson: Yeah and I was just going to add. I know we did have someone come into the office today and we went through the staff report with them. I think we may have only received one other call. Just explained what was going on and didn't, nobody had concerns that they felt like they needed to be here for that. Felt comfortable with what we were recommending. Aller: Alright, thank you. Does anybody else have any questions or comments at this point? Okay. If the applicant wishes to do so he can come forward. Okay. And we'll go ahead and open the public hearing portion of tonight's meeting. Again if you wish to speak for or against an item you can come forward at this point in time. Public hearing is open. Seeing no one come forward I will close the public hearing. Comments. Discussion. I think we have a good working relationship with the school district. I think they've proven themselves to be sound fiscally and management wise and they've worked with us before so I see no reason why I wouldn't. Hokkanen: They need the parking spaces 2 ,' Chanhassen Planning Commission — January 7, 2014 Aller: Everybody needs parking. So entertain a motion at this time. Hokkanen: I'll move. I will propose that the Chanhassen Planning Conunission recommends approval of an Interim Use Permit for the site grading in excess of 1,000 cubic yards to allow a parking lot expansion and stormwater improvements subject to the conditions of approval and adopts the attached Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Tennyson: I'll second. Aller: Having a motion and a second. Any further discussion? Hokkanen moved, Tennyson seconded that the Chanhassen Planning Commission recommends that the City Council approve the Interim Use Permit subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. 2. "No Parking Fire Lane" signage and yellow painted curbing will be required. Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. 3. The applicant shall install a minimum of six deciduous trees. 4. The interior width of the landscape islands or peninsulas shall be 10 feet. 5. All parking stalls shall be marked with painted lines not less than four inches wide in accordance with the approved plan. 6. Staff recommends the applicant installs forebays at each curb cut. 7. All seed mixes shall be from the MN State Seed Mix list. 8. Seed mix 25-141 shall be replaced within the filtration swale with 33-262 or its equivalent. 9. The plan shall call out MNDOT 3877 Filter Topsoil Borrow or shall otherwise limit the clay content to less than 5% of the topsoil portion. 10. The applicant must develop an operations and maintenance manual addressing the anticipate inspection and maintenance schedule for the filtration swale as well as measures to assure that the Swale functions according to design. This must be provided to the city and provisions must be included to allow for City staff to inspect as is required under the Municipal Separate Storm Sewer System permit issued in August of 2013. 11. Inlet protection shall be called out and installed at all catch basins and catch basin manholes. Chanhassen Planning Commission — January 7, 2014 12. Inlet protection shall be called out and installed at all curb cuts into the filtration swale until the Swale is fully stabilized. 13. Remove all references to a filter sock around the underdrain as is shown in detail 11 on page C5. 14. The applicant must apply for and receive coverage under the NPDES permit. Proof of this must be provided to the City. 15. The plans shall be revised to note the style of the existing grated manhole covers and, if they are to be upgraded, note the new style. 16. A $5,000 escrow for restoration and erosion control will be required with the permit. 17. The applicant must provide a proposed haul route for review and approval. 18. An as -built grading plan is required once site grading is complete. 19. The applicant shall show the retaining wall on the grading plan. 20. The plan must follow all applicable state and federal guidelines. All voted in favor and the motion carried unanimously with a vote of 7 to 0. COMMISSION PRESENTATIONS. None. APPROVAL OF MINUTES: Commissioner Undestad noted the verbatim and summary Minutes of the Planning Commission meeting dated November 19, 2013 as presented. CITY COUNCIL ACTION UPDATE. Aanenson: I'll give you the City Council update. Aller: Please. Aanenson: Okay. So the City Council approved on their November 24th the Pioneer Cemetery so they put together a process so we're working on that right now. The goal right now is to get it surveyed and then once we get the survey and have a better understanding of that, we actually chose a day before it snowed and got cold to go out there and walk it so we've kind of looked at some of the issues out there and then we're out with getting a couple bids right now from surveying crews. It's pretty cold right now to get that all staked. We want to look at all the information. Then we'll have another neighborhood meeting and come back to the City Council with what we believe should be a good transition for the buffering between the neighborhood and so that meeting we were hoping might take place in January but we'll see what the weather is like because we'd like everybody to be able to see the stakes and feel comfortable with kind of that information and disbursing all that so that neighborhood meeting is coming forth. They also approved the Great Plains Center at 7905. The British Petroleum site. Sharmeen Al-Jaff and myself have met with the developer. Alyson, kind of reviewing their plans. They finalized their tenants. That's still a little bit proprietary. I think you'll be very pleased with what they're coming back for the mix so that project should be underway. Again weather is determining some of the projects. Kind 4 Minnetonka Middle School West Planning Case #2014-01 IUP for Grading in Excess of 1,000 yd3 PLANNING COMMISSION JANUARY 7, JANUARY 27, Par ang Expansion P anan Stormwater Improvements ax >• ` _ _ w Recommendation The Chanhassen I?ning Commissionl recommends approval of an Interim Use Permit for site grading in excess of 1,000 cubic yards to allow a parldng lot expansion and stormwater improvements subject to the conditions of approval, and adopts the attached Findings of Fact and Recommendation. Location: 6421 Hazeltine Boulevard o r y� Grading Plan 1/7/2014 1 Property Card Taxpayer Information Taxpayer Name IND SCHOOL DIST 276 Mailing Address 5621 COUNTY ROAD 101 MINNETONKA, MN 553454214 Property address Address 6421 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel ID Number 250033000 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK N N N Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale (Payable 2013) (Payable 2014) Land $3,348,000.00 $3,348,000.00 Date of Sale Building $10,310,900.00 $12,683,100.00 Sale Value Total $13,658,900.00 $16,031,100.00 Qualified/ Unqualified Disdalme, This information is to be used for reference W rppses only. Carver County does not gua antse accuray of thin: materal oonamed harem and is not responsible for misuse or misinterpretation. The preceding 4,sdamer is pronbad pufsuam to Mmnasow Statutes 466 03. Subd. 21 (2000), wd the user of this service atlrnowledges that the County shat no, be haale for any bernages and �..� e.pressly waives all dams. and agrees to defend. indemnify, and! hold harrnless the County from any and at dams brought by User CARVER its empinyees or agerm or third barites wh¢n. apse nor of the owes access or use of data provided. COUNTY Tuesday, November 26, 2013 Carver County, MN Page 1 of 1 SCA.NNr-i) Parcel Information Uses Schools -Public GIS Acres 30.62 Tax Acres 30.71 Plat Lot Block Tax Description INSW1/4NW1/4ASSURVEYED Building Information Building Style Finished Sq Ft Bedrooms Year Built Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK N N N Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale (Payable 2013) (Payable 2014) Land $3,348,000.00 $3,348,000.00 Date of Sale Building $10,310,900.00 $12,683,100.00 Sale Value Total $13,658,900.00 $16,031,100.00 Qualified/ Unqualified Disdalme, This information is to be used for reference W rppses only. Carver County does not gua antse accuray of thin: materal oonamed harem and is not responsible for misuse or misinterpretation. The preceding 4,sdamer is pronbad pufsuam to Mmnasow Statutes 466 03. Subd. 21 (2000), wd the user of this service atlrnowledges that the County shat no, be haale for any bernages and �..� e.pressly waives all dams. and agrees to defend. indemnify, and! hold harrnless the County from any and at dams brought by User CARVER its empinyees or agerm or third barites wh¢n. apse nor of the owes access or use of data provided. COUNTY Tuesday, November 26, 2013 Carver County, MN Page 1 of 1 SCA.NNr-i) Cliff Buhman From: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Sent: Tuesday, November 26, 2013 9:50 AM To: Cliff Buhman Subject: RE: Minnetonka Schools - MMW Cliff: That was the correct form. You actually have until Dec. 6, 2013 to submit. Getting it in this week doesn't add anything to your review time. The following fees apply: Application - $425 Development Sign $200 Recording Escrow $50 Total: $675 Plus the city will bill you for the mailing list at $3 per property. From: Cliff Buhman fmailto•cbuhman@jns tnm] Sent: Monday, November 25, 2013 12:18 PM To: Generous, Bob; Bartels, Stephanie Cc: Bourgeois, Paul Subject: Minnetonka Schools - MMW Bob & Stephanie, Is the attached the application form that must be submitted? Are there others as well? Lastly, will there be a fee or fees associated with this? Thanks, Cliff Buhman P.E. Sr. Project Manager INSPEC 5801 Duluth Street, Minneapolis, MN 55422 0.763-546.3434 F. 763-546-8669 C. 952-239-2591 cbuhman@insoe^ &grh . www.Insoee can Smart Engineering of Roofs, Walls, Windows, Pavements, Waterproofing CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/06/2013 1:09 PM Receipt No. 00237958 CLERK: AshleyM PAYEE: Minnetonka School District No 276 5621 Country Road Minnetonka MN 55345 - Planning Case 2014-01 ------------------------------------------------------- Use & Variance 425.00 Sign Rent 200.00 Recording Fees 50.00 Total Cash Check 405857 Change 675.00 0.00 675.00 0.00 MINNETON" SCHOOL DISTRICT NO. 276 ' CITOD001 CITY OF CHANHASSEN Check Date: 11/27/2013 Check Number: 405857 invoice Nbr Descripticn P.O. Nbr----- FEES F114W PARKING LOT REPAIRING 0 615.00 PROJECT 06 E 210 850 901 386 309 675.00 ary OF RECEIVED SSEry DEC u u 2013 CHANHASSEN PUNNING DEPT Vendor Total 405857 675.00 ITEM 5110 DETACH AND RETAIN THIS PORTION FOR YOUR RECORDS NELCO 0 To Order Call: 800-266-4669 MINNETONKA MIDDLE SCHOOL WEST IUP - PLANNING CASE 2014-01 $425.00 Interim Use Permit $200.00 Notification Sign $50.00 Escrow for filing fees $675.00 TOTAL $675.00 Less Check 405857 from Minnetonka School District No. 276 MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: December 6, 2013 SUBJ: Review of request for an Interim Use Permit to grade property for construction of a parking lot and improved storm -water drainage at 6421 Hazeltine Blvd. Planning Case: 2014-01 I have reviewed the plans for the above project and offer the following comments. These comments should be included in the conditions of approval. 1. New retaining wall(s) exceeding 48 inches in height will require a professional design and building permit. GAPLAN\2014 Planning Cases12014-01 Minnetonka Middle School West N%buildingofficialco=ctns.doc Date: December 6, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: December 27.2013 By: Robert Generous, Senior Planner Subject: Request for Interim Use Permit to grade property for construction of a parking lot addition and stormwater drainage improvements on property zoned Office Institutional (OI) and located at 6421 Hazeltine Boulevard (Minnetonka Middle School West). Applicant: Minnetonka School District 276 Planning Case: 2014-01 PID: 25-0030000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 6, 2013. The 60 -day review period ends February 4, 2014. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 7, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City hall. We would appreciate receiving your comments by no later than December 27, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney e. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Property Card Taxpayer Information Taxpayer Name IND SCHOOL DIST 276 Mailing Address 5621 COUNTY ROAD 101 MINNETONKA, MN 55345-4214 Property Address Address 6421 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel ID Number 250033000 Parcel Information Uses Schools -Public GIS Acres 30.62 Tax Acres 30.71 Plat Lot Block Tax Description IN SW -1/4 NWt/4 AS SURVEYED Building Information Building Style Finished Sq Ft Year Built Other Garage N Miscellaneous Information School District Watershed District Homestead 0276 WS 062 MINNEHAHA CREEK N Bedrooms Bathrooms Green Acres Ag Preserve N N Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale (Payable 2013) (Payable 2014) Land $3,348,000.00 $3,348,000.00 Date of Sale Building $10,310,900.00 $12,88;1,100.00 Sale Value -- Total $13,858,900.00 $18,031,100.00 Unqualified - Cluallilliedif I.--- --- -- - - - J,sdaimef. This information is b be used for reference purposes only. Carver County does not guarantee accuracy of the malarial contained herein and is not responsible for misuse m misinteryret bon The preceding disclaimer is provided pursuant to Minnesota statutes 466.03. Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages. and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User, CARVER its employees or agents. or third parties which arise out of the owes access or use of data provided. COUNTY Friday, December 06, 2013 Carver1 of 1 Cuur(y, MN Page SCANNED Generous, Bob From: Littfin, Mark Sent: Monday, December 09, 2013 3:31 PM To: Generous, Bob Subject: planning case 2012-01 PID: 25-0030000. Minnetonka Middle School parking lot addition Bob, I have reviewed the request for the parking lot addition for the above project and have the following requirements. 1. "No Parking Fire Lane" signage and yellow painted curbing will be required. Contact Chanhassen Fire Marshal for exact location of signs and curb to be painted yellow. 9larkGittfln Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1190 Date: December 6, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: December 27, 2013 By: Robert Generous, Senior Planner Subject: Request for Interim Use Permit to grade property for construction of a parking lot addition and storrnwater drainage improvements on property zoned Office htstitutional (OI) and located at 6421 Hazeltine Boulevard (Minnetonka Middle School West). Applicant: Minnetonka School District 276 Planning Case: 2014-01 PID: 25-0030000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 6, 2013. The 60 -day review period ends February 4, 2014. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 7, 2014 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 27, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegascw Property Card Taxpayer Information Taxpayer Name IND SCHOOL DIST 276 Mailing Address 5621 COUNTY ROAD 101 MINNETONKA, MN 55345-4214 Property Address Address 6421 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel ID Number 250033000 Parcel Information Uses Schools -Public GIS Acres 30.62 Tax Acres 30.71 Plat Lot Block Tax Description IN SW1/4 NW1/4 AS SURVEYED Building Information Building Style Finished Sq Ft Year Built Other Garage N Miscellaneous Information School District Watershed District Homestead 0276 WS 062 MIN NEHARA CREEK I N Bedrooms Bathrooms Green Acres Ag Preserve N N Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale _ (Payable 2013) (Payable 2014) Land $3,348,000.00 $3,348,000.00 Date of Sale -- Building $10,310,900-00 $12,883,100.01 Sale Value Total $13,858,90D.00 $18,031,100.00' Qualified/ Unqualified i sclaimef. This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466.03. Sued. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and +�. expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents, or third parties which arise out of the usets access or use of data provided. COUNTY Friday, December 06, 2013 Carver County, MN Page 1 of 1 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Planning Case No. CITY OF CHANHASSEN RECEIVED DEC* 06 2013 /`N.AILInCCcni DI ♦nlnu Ail] nvoT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attorney Cost" - $50 CUP/SPR/VACAtAR/WAP/Metes & Bounds - $450 Minor SUB {.� TOTAL FEE S & 7� l� hr&**r c An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 8Yz" X 11" reduced copy for each plan sheet along with a digital cony in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. 1 PROJECT N LOCATION: LEGAL DESCRIPTION AND PID: � (f`�Q aEb /,ffi�dcJ TOTAL ACREAGE: 30,7/ WETLANDS PRESENT: YES X NO PRESENTZONING``[[�n,�'',lwm� REQUESTED ZONING: Ab PRESENT LAND USE DESIGNATION: 61 REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees and new employees This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. 1 will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc, with an estimate prior to any auth Ttion to proceed with the study. The documents and information I have submitted are true and correct to the best of my n i.,.,�_ f li, � Date �ee Owner Date Paul yBourgeois B�Dian\r-kivelopmem miew�appli tiondw et operations Cliff From: Generous, Bob <bgenerous@ci.chanhassen.mn.us> Sent: Tuesday, November 26, 2013 9:50 AM To: Cliff Buhman Subject: RE: Minnetonka Schools - MMW Cliff. That was the correct form. You actually have until Dec. 6, 2013 to submit. Getting it in this week doesn't add anything to your review time. The following fees apply: Application - $425 Development Sign $200 Recording Escrow $50 Total: $675 Plus the city will bill you for the mailing list at $3 per property. From: Cliff Buhman [mailta•cbuhman(&insoec com] Sent: Monday, November 25, 2013 12:18 PM To: Generous, Bob; Bartels, Stephanie Cr Bourgeois, Paul Subject: Minnetonka Schools - MMW Bob & Stephanie, Is the attached the application form that must be submitted? Are there others as well? Lastly, will there be a fee or fees associated with this? Thanks, Cliff Buhman PE. Sr. Project Manager INSPEC 5801 Duluth Street, Minneapolis, MN 55422 0.763-546-3434 F. 763-546-8669 C-952-239-2591 cbuhman— Qinsneccom - M"w I,soeccom Smart Engineering of Roofs, Walls, Windows, Pavements, Waterproofing Minnetonka West Middle School LEGAL DESCRIPTION The Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) of Section Three (3), Township One Hundred Sixteen (116), Range Twenty Three (23) West, according to the U. S. Government Survey thereof, excepting therefrom the 35/100ths acres conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 8 of Deeds, page 400, and that part thereof conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322, and subject to the right, title and interest of the State of Minnesota in that strip of land conveyed by deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 33 of Deeds, page 25. Also that part of Lot E, Bardwell Acres, not conveyed by said deed recorded in the office of the Register of Deeds of Carver County, Minnesota, in Book 41 of Deeds, page 322. Subject to a permanent easement for roadway purposes as recorded In the office of the Register of Deeds of Carver County, Minnesota, in Book 64 of Deeds, page 32. Property Card Taxpayer Information Taxpayer Name IND SCHOOL DIST 276 Mailing Address 5621 COUNTY ROAD 101 MINNETONKA, MN 55345-4214 Property Address Address 6421 HAZELTINE BLVD City EXCELSIOR, MN 55331 Parcel ID Number 250033000 Parcel Information Uses Schools -Public GIS Acres 30.62 Tax Acres 30.71 Plat Lot Block Tax Description IN SWI/4 NW1/4 AS SURVEYED Building Information Building Style Finished Sq Ft Bedrooms Year Built Other Garage N Bathrooms Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0276 WS 062 MINNEHAHA CREEK N N N Assessor Information Estimated Market Value 2012 Values 2013 Values (Payable 2013) (Payable 2014) Last Sale Land $3,348,000.00 $3,348,000.00 Date of Sale Building $10,310,900.00 $12,683,100.00 Sale Value Total $13,658,900.00 $16,031,100.00 Qualified/ Unqualified Disclaimer: This information is to he used for reference purposes only. Carver County, does not guarantee accuracy of the material contained retain and Is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Mherissota statutes 466.03. Surd. 21 (2000), and the user of this service acknowledges that the County char not be liatde for any damages and S expressly waives all claims, and agrees to defend. incemnify, and hold ha"fess the County from any and air Gaims brought by User CARVER As employees or agentsor third parties which arise out of the users access Or use of data provided. COUNTY Tuesday, November 26, 2013 Carver County, MN Page 1 of 1 M 200 Au ust Se tembe, T F S M T W M T W F1 2 4 5 1...6...?...8.6 ..?...8...9...10.,11._12j...?...B...fi...7..8...9.2 13 19 % 13 14 15 % 17 18 19 10 11 12 13 14 15 i6'20 2121 20 21 32 43 24 . *% 7718 �182d21 2225. .Y8.2d 2728 29w,3U�31 .. 2<252G 2] 28 P9 3d.............. ............................. ............................. Securities 4/27/2015 4 27 1015 B Escrows 8821 Sunset Trail IUP 2013-25 Paid 3/4/14 Check 2507 from Mark Undestad Notify Bob Generous/Stephanie Bartels 11/14/14 -Notified Bob/Stephanie. Kim 11/18/14 - Per Stephanie, check status 427/15. Kim 5/15/15 -Notified Bob/Stephanie. Kim 6/1/15-Notifed Bob/Stephanie. Kim 10/l/15 -Notified Stephanie. Kim 102/15 - Per Stephanie, ok to release escrow. Notified Finance to issue check. Activity closed. Kim ....................................................................................._.__._..._..._.._._____________...._.__._. _. .................................................................................................................................................................................................... .... . .............................................................................................................................. .. ......e......................................................................................................................................................................................... I Vt Dwvb�cp ............................................ ............................................ 1N 15 Y231 PM 5=5tM. P=Pmi SCANNED Pyet ul St t��r 2 M T W T M T W T F M T W T F 1 2 3 1 2 8..x..8. 9 10 11 Y� 3 4 5 6 7 8 9 T 3 - 4...5.. 6 �i . 9 1314/516 0 '§' 16 'if 4'i� 13 14 15 16 17 1 19 0*11 )�*�j *i;� i�'i6 17 18 26 211� �b 2i j!i ff j;f ff 16 19 N 21 22 il a n ao �i f4 n :�� 0 n 31 ** ** AlSecurities Due S p Category Description 4/27/2015 4127/2015 O Escrows W Cash Escrow $1.500 Erosion Control 8821 Sunset Trail [UP 2013-25 Paid 3/4/14 Check 2507 from Mark Undestad Notify Bob Generous/Stephanie Bartels Il/14/l4-Notified Bob/Stephanie. Kim 11/18/14 -Per Stephanie- check status 4/27/15. Kim 5/15/15 - Notified Bob/Stephanie. 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Securities iStart Due S P Category Description I 4272015 4 ^-7'2'015 F Escrolcs Q Cash Escrow S1.500 Erosion Control 8821 Sunset Trail IUP 2013-25 Paid 3/4/14 Check 2507 from Mark Undestad Notify Bob Generous/Stephanie Bartels 11/14/14- Notified Bob,Stephanie. Kim 11/18/14 - Per Stephanie, check status 427/15. Kim ........................................................................................................................................................... ........................................................................................................................................... ........................................................................................................................................... ........................................................................................................................................... ........................................................................................................................................... ........................................................................................................................................... 00 Luria CevebgneN CM IWIM149307pM s=sW�F-fipMy PW1 M 20,0 Au ust 000 Se (ember 2000 3 M T W T F M T W T E S M T W T F 5 1 2 3 1 5 1 2 ... ib' Yi —f� 4 ..... 6 .... 7 .... 6 8 2 OEM 5 WE WV6 ?6' �U HW n N 5-9 iY �6 i� �d ;51 2Z'j� S'YP' �d �§ �Tn 9'SF�i .. ..... �4'Y� m 2cd 031- ... .. . Securities law Due s p Category Descnpfion 11/10/2014 12/9/2014 F Escrows U Cash Escrow $1.500 Erosion Control Paid 3/414 Check 2507 from Mark Undestad Notify Bob Generous/Stephanie Bartels ............................................................... 0 L payWopnr4 Cw x 4 18 M u s -Sr �-Prwlty PP 1 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 03/05/2014 11:22 AM Receipt No. 00245127 CLERK: bethanya PAYEE: Mark / Tracy Undestad 8800 Sunset Trail Chanhassen MN 55317 - Planning Case 2013-25 8821 Sunset Trail ------------------------------------------------------- Erosion Escrow 1,500.00 Total Cash Check 2507 Change 1,500.00 0.00 1,500.00 0.00 SCANNEL Thomas]. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell PoehI Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin David H. Schultz 1380 Corporate Center Cu"c Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com 0 0 CAMPBELL KNUTSON Professional Association February 18, 2014 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Miscellaneous Recording Dear Kim: Enclosed herewith for your file is the original, recorded Interim Use Permit #2013-25. Please note that this Interim Use Permit was recorded with the County Recorder on December 23, 2013, as Document No. A 588838. If you have any questions regarding the above, please give me a call. Very truly yours, CAMPBELL KNUTSON Professional Association By: Carole J. Hoe cjh Legal Assistant Enclosure 173428vl D=ment NO. OFFICE OF THE i4 588838 COUNTYRECORDER CARVER COUNTY, MINNESOTA Receipt # Certified Recorded on December 23, 2013 3:45 PM Fee$46.00 588838 Mark III �I II I II II I II III' County Rdecorder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT #2013-25 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: To permit site grading in excess of 1,000 cubic yards in conjunction with the construction of a single-family home at 8821 Sunset Trail on property zoned Agricultural Estate District, A-2. 2. Prouertv. The permit is for the following property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the Northeast corner of the Southwest Quarter of the Northwest Quarter of said Section 23, Township 116, Range 23, thence south along the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet to the point of beginning, thence continuing south along said East line 272.25 feet; thence west and parallel with the North line of said Southwest Quarter of the Northwest Quarter 410.00 feet; thence north and parallel with the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet; thence east 410.00 feet to the point of beginning. Subject to Sunset Trail 1 �1 SCANNED 0 3. Conditions. The permit is issued to import fill and construct a driveway, subject to the following conditions: a. The applicant must submit a revised grading plan which shows the contours from the land survey conducted before construction started and showing the proposed contours. b. The applicant's engineer must submit an earthwork estimate based on the existing contours from the land survey. C. The ditch along the northern property line must be revised to prevent water pooling on the adjacent property. d. The applicant must coordinate with City staff to find an acceptable alternative secondary septic site. e. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. f. Non -paved surface grades shall not be less than 2% to promote proper drainage. g. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. It. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. The applicant must provide a proposed haul route for review and approval. j. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. k. The applicant must comply with any applicable local, state or federal permit requirements. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 9, 2013 CITY OF CHANHASSEN By: 9"s A✓� n or Jlo By: Todd Gerhardt, City Manager STATE OF MINNESOTA ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this13th day of 2013, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. Not ry ublic DRAFTED BY a•u�•d,,' KAREN J. ENGN City or Chanhassen `s public -Minnesota 7700 Mwke[ Blvd. \ _ NO m1 � �� Jam, 31. Za15 P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANH•SEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter i LETTER OF TRANSMITTAL DATE JOB NO. 12/17/13 2013-25 ATTENTION Carole Hoeft RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 12/9/13 13-25 Interim Use Permit 2013-25 8821 Sunset Trail - Undestad ❑ FORBIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS COPY TO: Mark Undestad ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US If enclosures are not as noted, kindly notify us at once. copies for approval copies for distribution corrected prints (952)227-1107 c"p.NNFD CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT 112013-25 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: To permit site grading in excess of 1,000 cubic yards in conjunction with the construction of a single-family home at 8821 Sunset Trail on property zoned Agricultural Estate District, A-2. 2. The permit is for the following property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the Northeast comer of the Southwest Quarter of the Northwest Quarter of said Section 23, Township 116, Range 23, thence south along the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet to the point of beginning, thence continuing south along said East line 272.25 feet; thence west and parallel with the North line of said Southwest Quarter of the Northwest Quarter 410.00 feet; thence north and parallel with the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet; thence east 410.00 feet to the point of beginning. Subject to Sunset Trail 0 0 3. Conditions. The pennit is issued to import fill and construct a driveway, subject to the following conditions: a. The applicant must submit a revised grading plan which shows the contours from the land survey conducted before construction started and showing the proposed contours. b. The applicant's engineer must submit an earthwork estimate based on the existing contours from the land survey. C. The ditch along the northem property line must be revised to prevent water pooling on the adjacent property. d. The applicant must coordinate with City staff to find an acceptable alternative secondary septic site. e. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. f Non -paved surface grades shall not be less than 2% to promote proper drainage. g. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. h. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. The applicant must provide a proposed haul route for review and approval. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. k. The applicant must comply with any applicable local, state or federal permit requirements. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: December 9. 2013 2 0 0 CITY OF CHANHASSEN{. By: "I�� . Fyrlon or By: Todd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this l3 day of &Iu ^-� 2013, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Markel Blvd. P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Notary public " 0-11(4,N(yAoRtaEryN PJ.uEbNlicG-MELl HJeAeR3 D°pT 15 Gomm^ ExMres December 13, 2013 CITY OF LWONEM Mr. Mark Undestad Phone: 952.227.1180 8750 Sunset Trail 7700 Market Boulevard Chanhassen, MN 55317 PO Box 147 1, The applicant must submit a revised grading plan which shows the Chanhassen, MN 55317 contours from the land survey conducted before construction started and Y 5. Re: Planning Case #2013-25 Finance Interim Use Permit for Grading Administration 2. The applicant's engineer must submit an earthwork estimate based on the Phare: 952.2271100 Dear Mr. Undestad: Fax:952.227.1110 3. The ditch along the northern property line must be revised to prevent Building Inspections This letter is to conSrm that on December 9, 2013, the Chanhassen City Phone: 952.227.1180 Council approved the Interim Use Permit to permit site grading at 8821 Sunset Fax: 952.227.1190 Trail subject to the following conditions: Engineering PFax:952.227.1170 1, The applicant must submit a revised grading plan which shows the Fax: 952.2271170 contours from the land survey conducted before construction started and Y 5. showing the proposed contours. Finance Phone: 952.227.1140 2. The applicant's engineer must submit an earthwork estimate based on the Fax: 952.2271110 existing contours from the land survey. Park Recreation Phone::952.2271120 3. The ditch along the northern property line must be revised to prevent Fax: 952.227.1110 water pooling on the adjacent property. Recreation Center 4. The applicant must coordinate with City staff to find an acceptable 2310 Coulter Boulevard Fax: 952.227.1110 alterative secondary septic site. Phone: 952.227.1400 9. The applicant must provide a proposed haul route for review and approval. Web Site Fax: 952.227.1404 5. The grading plan must be modified so that slopes are not steeper than 3:1. Planning & The current plan shows a steeper slope on the southern berm. Natural Resources Phone: 952.227.1130 6. Non -paved surface grades shall not be less than 2% to promote proper Fax: 952.2271110 drainage. Public works 7. The grading plan must show contours or elevation points nearby structures 7901 Park Place Phone: 952.227.1300 to confirm that water will drain away from existing and proposed Fax: 952.227.1310 strictures. Senior Center 8. A $1,500 escrow to guarantee restoration and erosion control measures Phone: 952.227.1125 will be required with the permit. Fax: 952.227.1110 9. The applicant must provide a proposed haul route for review and approval. Web Site www.ci.chanhassen.mn.us scmNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow ^ • Mr. Mark testad December 13, 2013 Page 2 10. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. 11. The applicant must comply with any applicable local, state or federal permit requirements. A revised grading plan for the Interim Use Permit must be submitted to the City for review and approval. A security in the amount of $1,500 for erosion control must be submitted. If you have additional questions or need more information, please contact me at (952) 227-1131 or bgenerousna,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Stephanie Bartels, Project Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official \\cfs5\cfs5\sharod_data\plan\2013 planning cases\2013-25 mdestad iup-8821 sunset traihapproval letter.doc Chanhassen City Council — December 9, 2013 Councilman Laufenburger moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of City Council Minutes dated November 25, 2013 and December 2, 2013. 2. Receive Planning Commission Minutes dated November 19, 2013. 3. Receive Park and Recreation Commission Minutes dated November 26, 2013. 4. Resolution #2013-61: 2014 Street Reconstruction Projects: Accept Feasibility Report; Call Public Hearings. 5. TH 101 Improvements: Approve Stipulation of Settlement for Parcel #4. 6. Approve Summary Ordinance 584 for Publication Purposes for Massage Business Licensing. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. CONSENT AGENDA: 7. 8821 SUNSET TRAH.: REOUEST FOR AN INTERIM USE PERMIT TO GRADE PROPERTY FOR CONSTRUCTION OF A SINGLE FAMH Y HOME ON PROPERTY ZONED AGRICULTURAL ESTATE DISTRICT W) AND LOCATED AT 8821 SUNSET TRAIL. APPLICANT: MARK UNDESTAD, PLANNING CASE 2013-25. Mayor Furlong: Councilwoman Ernst, do you have questions on it or just some background? Councilwoman Ernst: Yeah. As I was going through this, I mean one of the statements in here was that if the City finds that all applicable standards are met, the permit must be approved. So can you define for me Kate what those standards are? I mean I saw some recommendations in here but does everyone know what those standards are and would it pertain the same to everyone? Kate Aanenson: Yes it would. The conditions for the Interim Use Permit. Mayor Furlong: Can you check, is your mic on? Kate Aanenson: Yes it is. Mayor Furlong: Thank you. Kate Aanenson: So if you go to the staff report the conditions were regarding how they're managing storm water and revegetation. Managing the erosion. Re-establishment of seed, disruption of that. So those conditions would apply to like minded, any grading permits so if they would come in, anyone else would come in for a grading permit in a similar situation, the same conditions would apply. Councilwoman Ernst: So I also saw in here where there was something, was it grading that was done in 2005? There was something else that was done in here just quickly. 2012, the City granted an earthwork permit. Kate Aanenson: Correct. 2 SCANNED 0 Chanhassen City Council — December 9, 2013 Councilwoman Ernst: So is that, how does that compare to what's being done? Kate Aanenson: Well typically a grading permit goes with a single family home in general so it's anticipated when you pull a permit for a single family home that you, a grading permit's established with it but when it exceeds an amount that is normally associated with that. In this case they exceeded the cubic yards so then it required an interim use permit because they required more than what standard with a single family home permit. Councilwoman Ernst: Okay. Kate Aanenson: So then that's what, typically when you do, put a single family home you don't need to get a grading permit. That's just implied with the permit itself but when you use, when you do exceed the amount, 1,000 cubic yards, then you would need to get an interim use permit so therefore this went through that process. In reviewing the conditions then we look at, again as I stated, how we manage where it was being trucked to or how it was being applied on the site. Erosion control. Stormwater management and the like. Councilwoman Ernst: So the stormwater management, I saw that they're putting a stormwater pond. Kate Aanenson: That's correct. Councilwoman Ernst: Is that potential or is that something that. Kate Aanenson: These are the conditions of approval because the house will not be done until next spring and so this is typical. Again it's the same thing that's happening on Powers Pointe. They're out there grading right now. There's some things that can't be established until next spring so there's security put in place and then we'll go back out and do an as -built survey. That's required of the applicant to show that they've met those conditions so it will be inspected again before it can be released and it's approved. Councilwoman Ernst: Okay. And again this would pertain to any applicant that is applying for a permit of a comparable situation? Kate Aanenson: That's correct. Councilwoman Ernst: Okay. Thank you. Mayor Furlong: Okay. Any other questions? Is there a motion to approve? Councilwoman Ernst? Councilwoman Ernst: I make a motion, whoops. I'm on the Planning Commission. Was that the same one? Kate Aanenson: You can put the conditions on there, sorry. Councilwoman Ernst: I'm song. Mayor Furlong: Do you have a recommended motion? Kate Aanenson: Yeah we have a motion on there. r 0 Chanhassen City Council — December 9, 2013 Councilwoman Ernst: I make a motion that City Council approves the Interim Use Permit to permit site grading at 8821 Sunset Trail subject to the conditions of the staff report and adopts the Findings of Fact. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: Second. Mayor Furlong: Motion's been made and seconded. Is there any discussion on the motion? Hearing none we'll proceed with the vote. Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approves an Interim Use Permit to grade property for construction of a single family home on property zoned Agricultural Estate (A2) and located at 8821 Sunset Trail subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. The applicant must submit a revised grading plan which shows the contours from the land survey conducted before construction started and showing the proposed contours. 2. The applicant's engineer must submit an earthwork estimate based on the existing contours from the land survey. 3. The ditch along the northern property line must be revised to prevent water pooling on the adjacent property. 4. The applicant must coordinate with City staff to find an acceptable alternative secondary septic site. 5. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. 6. Non -paved surface grades shall not be less than 2% to promote proper drainage. 7. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. 8. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. 9. The applicant must provide a proposed haul route for review and approval. 10. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. 11. The applicant must comply with any applicable local, state or federal permit requirements. All voted in favor and the motion carried unanimously with a vote of 5 to 0. CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: December 9, 2013 SUBJ: Interim Use Permit to Permit Site Grading Planning Case #2013-25 PROPOSED MOTION "The City Council approves the Interim Use Permit to permit site grading at 8821 Sunset Trail subject to the conditions of the staff report and adopts the Findings of Fact." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The applicant is requesting an Interim Use Permit to grade property in conjunction with the construction of a single-family home at 8821 Sunset Trail because total site grading exceeds 1,000 cubic yards. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on November 19, 2013. The Planning Commission voted 4 — 0 to recommend approval of the Interim Use Permit. There were no issues or concerns expressed regarding the request. Planning Commission minutes are included in the consent agenda of the December 9, 2013 City Council packet. RECOMMENDATION Staff recommends approval of the Interim Use Permit to permit the site grading. ATTACHMENTS Planning Commission Staff Report Dated November 19, 2013. g:\plan\2013 planning cos 2013-25 undestad iup4821 sunset trathexecutive summsry.doc Chanhassen is a Community for Life - Providing forTodayand Planning for Tomorrow SCANNED PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve the Interim Use Permit to permit site grading at 8821 Sunset Trail subject to the conditions of the staff report and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting an Interim Use Permit to grade property in conjunction with the construction of a single-family home. LOCATION: 8821 Sunset Trail (PID 25-0231100) APPLICANT: Mark Undestad 8750 Sunset Trail Chanhassen, MN 55317 (612)803-6970 markt7a edentrace.com PRESENT ZONING: Agricultural Estate District (A-2) 2020 LAND USE PLAN: Residential Low Density ACREAGE: 2.35 acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION- MAKING: The City has limited discretion in approving or denying interim use permits, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance and city code. If the City finds that all the applicable standards are met, the permit must be approved. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting an interim use permit for grading in excess of 1,000 cubic yards. APPLICABLE REGULATIONS Chapter 7, Article II, Excavating, Mining, Filling and Grading Chapter 20, Article IV, Division 5, Interim Use Permits Chapter 20, Article X, "A-2" Agricultural Estate District SCANNED Planning Commission Undestad Interim Use Permit 2013-25 November 19, 2013 Page 2 of 6 The applicant is currently building a new home on the property. In addition, they are proposing constructing a storm water pond (south-central portion) and berms (northeast and south-central portion) on the property. Since they are moving more than 1,000 cubic yards of dirt, city code requires approval of an interim use permit for the grading. The site slopes from the northeast to the southwest comer of the property with a high point of 980 in the northeast corner of the site to a low point of 846 in the southwest comer of the property. Along the north, west and southern properties lines are extensive rows of mature evergreen trees. ANALYSIS Grading, Drainage And Erosion Control In October of 2012, the City granted an earthwork permit for 990 cubic yards of fill to be brought to 8821 Sunset Trail. The amount of earth moved on the property is currently estimated at 1,400 cubic yards. Any amount over 1,000 cubic yards requires an Interim Use Permit (IUP). Planning Commission Undestad Interim Use Permit 2013-25 November 19, 2013 Page 3 of 6 The grading plan submitted with the IUP application does not show the existing contours from before grading started. The engineering department has used the land survey submitted with Grading Permit No. 12-04 as the existing contours for the basis of this review. The applicant must submit a revised grading plan which shows the contours from the land survey before grading began and showing the proposed contours. The applicant's engineer must submit an earthwork estimate based on the existing contours. Before the grading began on this site, water would flow from north to south along a drainage path 40 feet inside the easter property line. Storm water flow that originated on center and west side of the property would flow overland to the southwest corer of the property. (See Figure 1) --o At the time the IIJP was submitted, the drainage followed a different pattern. At this point, an estimated 1400 cubic yards were moved onsite. The central drainage area flows into a partially constructed retention pond. (See Figure 2) Figure 2: Drainage patterns when the IUP was submitted Planning Commission • • Undestad Interim Use Permit 2013-25 November 19, 2013 Page 4 of 6 Approximately 400 cubic yards of fill have been placed on the northeast corner of the property to create a berm. At its highest point, the berm is 7 feet taller than the existing elevation. It has redirected water that originally flowed north to south over this location. (See Figure 2) Two ditches carry water displaced by this berm. A ditch along the eastern property line will carry some of the displaced storm water southward. A ditch along the northern property line will cant' some of the displaced storm water westward. The ditch along the northern property line must be revised to prevent water pooling on adjacent property. The applicant submitted a proposed grading plan. This plan channels water into ditches near property lines and retains water onsite. The retention pond will be completed and will collect run-off in the central drainage area. It will discharge overflow southwest to a ditch along the southern property line. (See Figure 3) Figure 3: Proposed Drainage Patterns A berm along the southern property line is proposed that is a maximum of four feet higher than the existing elevation. This berm will redirect water, originally flowing south across the property line, north toward the pond. When the proposed contours are compared with the original land survey, the area proposed for the secondary septic system appears to have been disturbed. The applicant must coordinate with City staff to find an acceptable alternative. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. Non -paved surface grades shall not be less than 2% to promote proper drainage. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. Planning Commission • Undestad Interim Use Permit 2013-25 November 19, 2013 Page 5 of 6 Three retaining walls will be constructed in conjunction with the proposed single-family home near the center of the property. These retaining walls will need to be constructed under a zoning permit if they are less than or equal to four feet tall. If the retaining walls are higher than four feet, a building permit will need to be obtained. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. Staff will require that the applicant provide a proposed haul route for review and approval. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. Staff recommends that the Planning Commission approve the grading plan subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: 1. The applicant must submit a revised grading plan which shows the contours from the land survey conducted before construction started and showing the proposed contours. 2. The applicant's engineer must submit an earthwork estimate based on the existing contours from the land survey. 3. The ditch along the norther property line must be revised to prevent water pooling on the adjacent property. 4. The applicant must coordinate with City staff to find an acceptable alterative secondary septic site. 5. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. 6. Non -paved surface grades shall not be less than 2% to promote proper drainage. 7. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. 8. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. 9. The applicant must provide a proposed haul route for review and approval. a 0 Planning Commission Undestad Interim Use Permit 2013-25 November 19, 2013 Page 6 of 6 10. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. 11. The applicant must comply with any applicable local, state or federal permit requirements. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Grading Plan. 4. Public Hearing Notice and Mailing List. gAplan\2013 planning cases12013-25 undestad iup-8821 sunset traillstaff report undeslad iup.dm • 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IMIR A Application of Mark Undestad for an Interim Use Permit to permit grading in excess of 1,000 cubic yards. On November 19, 2013 the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Mark Undestad for an interim use permit for the property located at 8821 Sunset Trail. The Planning Commission conducted a public hearing on the proposed interim use which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned A-2, Agricultural Estate District. 2. The property is guided by the Land Use Plan for Residential Low Density. 3. The legal description of the property is: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the Northeast comer of the Southwest Quarter of the Northwest Quarter of said Section 23, Township 116, Range 23, thence south along the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet to the point of beginning, thence continuing south along said East line 272.25 feet; thence west and parallel with the North line of said Southwest Quarter of the Northwest Quarter 410.00 feet; thence north and parallel with the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet; thence east 410.00 feet to the point of beginning. Subject to Sunset Trail 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The grading operation will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The site work will result in the creation of a storm water pond which will improve water quality. • 0 b. The grading operation will be consistent with the objectives of the city's comprehensive plan and the zoning code by creating a storm water pond and site benning. The earthwork will be maintaining the site in a form suitable for residential use which is compatible with the Comprehensive Plan and this chapter. c. The grading operation will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area because the site will remain a residential property. d. The grading operation will not be hazardous or disturbing to existing or planned neighboring uses because the grading and drainage will be contained within the site perimeters. Additionally, hours of operation are limited and specific conditions of approval will be in place and enforced by the city. e. The grading operation will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use since development of the site will be delayed until urban services are available. The grading is temporary which does not need to be served by public facilities and services. The proposed grading will improve storm water management in this area. f. The grading operation will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community since this site already contains a single-family home. . g. The grading operation will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The conditions of the approval will provide standards by which the activities should be minimized. h. The grading operation will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Through the use of signage, limits on the hours of operation, and the limited nature of the operation, traffic impacts will be limited. i. The grading operation will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The grading operation is limited. j. The grading operation will be aesthetically compatible with the area since the grading and re -vegetation of the site will improve the site storm water management. k. The grading operation will not depreciate surrounding property values since the plan will • E improve the site and its impacts on the surrounding properties. 1. The grading operation will meet standards prescribed for certain uses as provided in Chapter 7, Article III of the Chanhassen City Code. 5. The planning report #2013-25 dated November 19, 2013, prepared by Stephanie Bartels, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use permit to permit grading in excess of 1,000 cubic yards. ADOPTED by the Chanhassen Planning Commission this 19'h day of November, 2013. CHANHASSEN PLANNING COMMISSION M Its Chairman roc ac 0 0 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: MA" U.(bEsfA 6 W750 SWSer -tP 4w C.4 A#J14/letJql11I3.r aw S53t^7 Contact:_ f4Af k. Phone: 6119036470 Fax: Email: MaLeL& edeAf"Matt. mM Planning Case No. eq013 Owner Name and Address: Contact: Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) 3Z� Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment VNotification Sign — $200 (City to install and remove) Xow for Filing Fees/Attomey Cost" $4550�CUP/SPRNAC/VAR/WAP/Metes & Bounds - $450 Minor SgB TOTAL FEE An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8'/i" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. z PROJECT NAME: WJ bEYCAro Vkahy- X10 P LOCATION: 80? -t sut4r='r niuiL LEGAL DESCRIPTION AND PID: TOTAL ACREAGE: Z • s WETLANDS PRESENT: YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: 1-Z REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: %', 1'-/tji A c 16 FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complving with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. vv /4-x-13 Signature of Applicant Date /O-zL-/� Signature of Fee Owner Date �.PNNn g:\plan\forms\development review appliwtion.doc I ------------- oil t Simko. 10 t7 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 7, 2013, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for the Undestad Interim Use Permit — Planning Case 2013-25 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. �� Ir �i��✓. � S Ed Subscribed and sworn to before me this day of NOildnh�r , 2013. �m.0 �EK.MEUWIS:20,,j a. Public- ,on Minne Expires Jan Notary Pub Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 19, 2013 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Interim Use Permit to grade property for Proposal: construction of a single-family home on property zoned Agricultural Estate District A2 Applicant: Mark Undestad Property 8821 Sunset Trail Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-25. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at boenerous cDci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any Correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included In the report, please contact the Plannina Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, November 19, 2013 at 7:00 p.m. This hearing may not start until later in the evening, dependinc on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for an Interim Use Permit to grade property for Proposal: construction of a single-family home on property zoned Agricultural Estate District A2 Applicant: Mark Undestad Property 8821 Sunset Trail Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: S What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2013-25. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bclenerous(d)ci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Plannin Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses. Wetland Alterat Rezonings, Comprehensive Plan Amendments and Code Amendments require a public heartng before the Planning Commission. City ordinances require all property within 500 feel of the subject site to be notified of the application In writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the headng process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative Is encouraged to provide a Contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included In the report to the City Council. If you wish to have something to be included in thereort, please contact the Planning Staff person named on the notification. • ANDREW R TOLLEFSON 8800 SUNSET TRL CHANHASSEN, MN 55317-9137 DAVID L MAYER 8726 FLAMINGO DR CHANHASSEN, MN 55317-8543 MARK K UNDESTAD 8750 SUNSET TRL CHANHASSEN, MN 55317-9137 TUOI VAN TRAN 8900 SUNSET TRL CHANHASSEN, MN 55317-9100 CRAIG J PETERSON 1340 OAKSIDE CIR CHANHASSEN, MN 55317-9005 JOHN E & BRENDA L HILL 1360 OAKSIDE CIR CHANHASSEN, MN 55317-9005 ROSEANNE M BOYUM 8805 SUNSET TRL CHANHASSEN, MN 55317-9404 DANA W & SUSAN M MULLER 8850 SUNSET TRL CHANHASSEN, MN 55317-9137 MARK A & PAULA WILHELM 8720 FLAMINGO DR CHANHASSEN, MN 55317-8543 STUART B BAKER 8955 SUNSET TRL CHANHASSEN, MN 55317-9126 w 0 • CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 11/20/2013 12:27 PM Receipt No. 00236623 CLERK: AshleyM PAYEE: Tracy or Mark Undestad 8800 Sunset Trail Chanhassen MN 55317 - Planning Case 2013-25 ------------------------------------------------------- GIS ---------------------------------- GIS List 27.00 Total Cash Check 2503 Change 27.00 0.00 27.00 0.00 0 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Mark Undestad RE: Undestad Interim Use Permit 8750 Sunset Trail Planning Case 2013-25 Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS !CTM 11/7/13 upon receipt NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above and must be paid prior to the public hearing scheduled for November 19. 2013. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2013-25. If you have any questions concerning this invoice, call Kim at (952) 227-1107. THANK YOU FOR YOUR BUSINESS! CHANHASSEN PLANNING COMMISSION REGULAR MEETING NOVEMBER 19, 2013 Chairman Aller called the meeting to order at 7:00 p.m. • i 3 -as MEMBERS PRESENT: Andrew Aller, Mark Undestad, Kim Tennyson, Lisa Hokkanen, and Maryam Yusuf MEMBERS ABSENT: Stephen Withrow, and Steven Weick STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Terry Jeffery, Water Resources Coordinator Mark Undestad excused himself from this item. PUBLIC HEARING: 8821 SUNSET TRAIL: REQUEST FOR AN INTERIM USE PERMIT TO GRADE PROPERTY FOR CONSTRUCTION OF A SINGLE FAMILY HOME ON PROPERTY ZONED AGRICULTURAL ESTATE DISTRICT (A2) AND LOCATED AT 8821 SUNSET TRAIL. APPLICANT: MARK UNDESTAD, PLANNING CASE 2013-25. Generous: Thank you Chairman and commissioners. As you stated this is Planning Case 2013-25, an Interim Use Permit to permit grading in excess of 1,000 cubic yards. The applicant is Mark Undestad. The public hearing is tonight. This is scheduled for City Council on December 9'". This property is located at 8821 Sunset Trail, which is just north of Lyman Boulevard. A little bit west of Powers Boulevard. It's a single family home site. The property is zoned A2 which is Agricultural Estate District and it permits a single family home. It's about 2.35 acres in size. The grading plan. City code permits, doesn't require any approvals for grading of less than 50 cubic yards on their property. From 50 to 1,000 cubic yards there's an administrative approval. A grading permit and in excess of 1,000 cubic yards you need an Interim Use Permit. The applicant came in for the administrative permit and had 990 cubic yards of grading, or earth moving on the property and then they decided to build some berms and stormwater pond so that put him over the top so if you've been out there they have, the grading's already underway and so we're in the process of reviewing it and approving it. There's a berm located in the northeast corner of the property and then another one along the south property line. The pond is located in the south central portion of the property and it picks up the drainage from the middle of the property. These are all being done in conjunction with the construction of the single family home on this site. Previous to any development these were the drainage patterns. There were 3 drainage areas. With the development of this site there would be multiple drainage areas. Staff review of the grading plans came up with two issues that we are making recommendations that they resolve. This northerly berm and grading area, you want to make sure that the water is directed to the west rather than to the north so that it doesn't pool on that north side of there so we're looking at making sure that's a continuous drainage path and then this berm on the south side of the property has slopes in excess of 3 to 1 and we want to make sure that they reduce that degree of slope there either by lowering the height of the berm or extending the slope out on it. Those were the only two real issues that we have. Staff is recommending approval of the Interim Use Permit to permit site grading subject to the conditions of the staff report and adoption of the Findings of Fact and Recommendation. With that we'd be happy to answer any questions. Aller: Well I'd like to know how the water obviously, the two conditions that were concerned with or water is staff's concern with at this time but also I'd like to know how the, that system is going to be either enhancing or detracting from the property. SCANNED W • 0 Chanhassen Planning Commission — November 19, 2013 Jeffery: Chairman, if I may, the pond that's being proposed on site will actually provide water treatment, stormwater treatment in an area where there has never been historically stormwater treatment so in that essence it will be an improvement. In addition there is no stormwater conveyance along Sunset Trail. There isn't even a pronounced ditch to speak of so it will also achieve rate control within that area that we would otherwise not have had. In review of it there was nothing about that pond that gave me cause for alarm or anything to question whether or not it would function properly. Aller: And then the grading operation itself doesn't appear to have an impact on the overall site or hasn't changed it much from the way it was before. It's not a detrimental impact? Jeffery: No, it's not a drastic effect. We do have some concerns about not having impoundment occurring to the northern property but nothing that some fine tuning with the grading can't accomplish. There's no reason that final condition of this property cannot be equal to or greater than what it was prior. Aller: Is there a need for additional public facilities as a result of the grading? Jeffery: There is not. Aller: Or modifications. And then do you feel that the appropriate conditions for the operation and traffic impacts are in the improvements? Jeffery: Yeah. I don't believe there will be any traffic impacts associated with this. Aller: Anyone else? I have no further questions. Great. If the applicant wishes to make a statement. Okay we're going to open the public hearing. Anyone wishing to speak either for or against an item can come forward at this time. So if you have a comment to make you can do so, either for or against. Seeing no one come forward, we're closing the public hearing and we'll open for discussion of the commissioners. Any questions? Comments? Entertain a motion. Hokkanen: I'll make a motion. The Chanhassen Planning Commission recommends that the City Council approve the Interim Use Permit to permit site grading at 8821 Sunset Trail subject to the conditions of the staff report and adopts the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Yusu£ I'll second. Aller: Any discussion or questions as a result of the motion and the second? Hokkanen moved, Yusuf seconded that the Chanhassen Planning Commission recommends that the City Council approve the Interim Use Permit to permit site grading at 8821 Sunset Trail subject to the following conditions and adopts the Findings of Fact and Recommendation: 1 • The applicant must submit a revised grading plan which shows the contours from the land survey conducted before construction started and showing the proposed contours. 2. The applicant's engineer must submit an earthwork estimate based on the existing contours from the land survey. Y • 1 • Chanhassen Planning Commission — November 19, 2013 3. The ditch along the northern property line must be revised to prevent water pooling on the adjacent property. 4. The applicant must coordinate with City staff to find an acceptable alternative secondary septic site. 5. The grading plan must be modified so that slopes are not steeper than 3:1. The current plan shows a steeper slope on the southern berm. 6. Non -paved surface grades shall not be less than 2% to promote proper drainage. The grading plan must show contours or elevation points nearby structures to confirm that water will drain away from existing and proposed structures. 8. A $1,500 escrow to guarantee restoration and erosion control measures will be required with the permit. 9. The applicant must provide a proposed haul route for review and approval. 10. An as -built grading plan is needed at the completion of site grading to ensure compliance with the approved grading plan. 11. The applicant must comply with any applicable local, state or federal permit requirements. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Aller: Those wishing to do so should follow this matter again before the City Council on December 9, 2013. Mark Undestad returned to the Planning Commission as a voting member. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated November 5, 2013 as presented. ADMINISTRATIVE PRESENTATIONS. Aanenson: Yes, thank you. On the Tuesday, November 12'", it was after Veteran's Day the City Council did hear the Powers Pointe. We originally intended that to be 2 weeks earlier but as they explained to you that they were working through some of the stormwater issues trying to get that, and just it was a really complex site. A lot of moving parts to that so, but they did get it approved. Still working on getting everything resolved to get it recorded and they want to start working on that site right away. I think he also indicated to the City Council, the applicant that there's an opportunity, I think now that they've got their sign up, they'll be, they've got some good interest in leasing the property so that's good news so. Aller: Great. Aanenson: And the other item that was on there is the concurrent detachment and annexation of land in Victoria. So that was approved and you didn't see that but there's some property up in Pipewood Curve that was actually all being serviced by the City of Chanhassen sewer and water and so there's property lines that split that site so the city boundaries, the property was created, the subdivision was created in 1958 and 1959. The church across the street and when Victoria annexed that property they ran a property 0 0 Chanhassen Planning Commission—November 19, 2013 line straight up the part of the section line there and actually split right through the middle of two houses so half of your house is in Victoria, half is in Chanhassen and this has been going on for a while so we had an open house. Myself and the Community Development Director in Victoria and so there's 5 properties that are now being resolved and they're going to all come into the city of Chanhassen so one of those properties could with a variance move forward with another lot split in the back. They were looking at that piece so, so we'll see but anyway that has to go to a hearing board but I think it just makes it easier for those property owners, whether it's stormwater issues. There's a creek runs through there or our utilities or getting a structure in their back yard, where do they go for permitting so that was resolved and so, soon probably another 90 days they'll be part of the city of Chanhassen. Aller: Great. And it looks like this will be our last meeting in the year. Aanenson: Yes it will. I was going to tell you, your fust meeting of the year for 2014 will be January 7`" and I think we already have a grading permit. We already have a grading permit for Minnetonka Middle School. They're going to put in a new parking lot and they thought they could do their's administratively too but it looks like there'll be a little bit more grading on that one too so we know that one will be on for sure. There are some subdivisions being worked on right now. Some of them have to do with, I think most of them have to do with stormwater issues or size of wetlands and that sort of thing so those are trying to come to fruition so we believe we'll be seeing those January -February. Trying to get in the works on those so we will have some applications coming in the fust of the year. So with that, that's kind of a, unless you have something be our regular. Then we'd adjourn and just go into work session. Aller: Yep, we'll adjourn and go into work session for the surface water and the city code amendments. Aanenson: So you can adjourn the meeting. Aller: Anybody make a motion to adjourn? Undestad moved, Yusuf seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:11 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 4 Wo 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Mark Undestad for an Interim Use Permit to permit grading in excess of 1,000 cubic yards. On November 19, 2013 the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Mark Undestad for an interim use permit for the property located at 8821 Sunset Trail. The Planning Commission conducted a public hearing on the proposed interim use which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned A-2, Agricultural Estate District. 2. The property is guided by the Land Use Plan for Residential Low Density. 3. The legal description of the property is: That part of the Southwest Quarter of the Northwest Quarter of Section 23, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the Northeast corner of the Southwest Quarter of the Northwest Quarter of said Section 23, Township 116, Range 23, thence south along the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet to the point of beginning, thence continuing south along said East line 272.25 feet; thence west and parallel with the North line of said Southwest Quarter of the Northwest Quarter 410.00 feet; thence north and parallel with the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet; thence east 410.00 feet to the point of beginning. Subject to Sunset Trail 4. When approving a conditional use permit, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a. The grading operation will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The site work will result in the creation of a storm water pond which will improve water quality. SCANNcD b. The grading operation will be consistent with the objectives of the city s comprehensive plan and the zoning code by creating a storm water pond and site berming. The earthwork will be maintaining the site in a form suitable for residential use which is compatible with the Comprehensive Plan and this chapter. c. The grading operation will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area because the site will remain a residential property. d. The grading operation will not be hazardous or disturbing to existing or planned neighboring uses because the grading and drainage will be contained within the site perimeters. Additionally, hours of operation are limited and specific conditions of approval will be in place and enforced by the city. e. The grading operation will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use since development of the site will be delayed until urban services are available. The grading is temporary which does not need to be served by public facilities and services. The proposed grading will improve storm water management in this area. f. The grading operation will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community since this site already contains a single-family home. . g. The grading operation will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare due to excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. The conditions of the approval will provide standards by which the activities should be minimized. h. The grading operation will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Through the use of signage, limits on the hours of operation, and the limited nature of the operation, traffic impacts will be limited. L The grading operation will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. The grading operation is limited. j. The grading operation will be aesthetically compatible with the area since the grading and re -vegetation of the site will improve the site storm water management. k. The grading operation will not depreciate surrounding property values since the plan will `A 0 0 improve the site and its impacts on the surrounding properties. 1. The grading operation will meet standards prescribed for certain uses as provided in Chapter 7, Article III of the Chanhassen City Code. 5. The planning report #2013-25 dated November 19, 2013, prepared by Stephanie Bartels, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use Permit to permit grading in excess of 1,000 cubic yards. ADOPTED by the Chanhassen Planning Commission this 19`" day of November, 2013. CHANHASSEN PLANNING COMMISSION BY: — Its Chairman 0 0 13 a5 Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vd- CITY OF CHANHASSEN lager and has full knowledge of the facts herein stated as follows: CARVER & HENNEPIN COUNTIES (A) These newspapers have complied with the requirements constituting qualification as a legal � NOTICE OF PUBLIC HEARINGP newspaper, as provided b Minnesota Statute 331A.02, 331A.07, and other applicable law as Y aPP � PLANNING CASE NO. 2013-25 amended. NOTICE IS HEREBY GIVEN �? that the Chanhassen Planning (B) The printed public notice that is attached to this Affidavit and identified as No. D Commission will hold a public was published on the date or dates and in the newspaper stated in the attached Notice and said bearing on Tuesday, November 19, in the Council Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Cha at 7:00 P.M. Chambers the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Thesen a purpose 7700 Market Blvd. The purpose et Blvd. inclusive, and is hereby acknowledged as beim the kind and size of used in the composition Y g g TyPe Po of this hearing is to consider a and publication of the Notice: request for an Interim Use Permit to grade property for construction abcdefghijklmnopgrstuvwxyz of a single-family home on property zoned Agricultural Estate District Sunset (A2) and located at 8821 Sunset " Trail. Applicant: Mark Undestad. // c t'S r"' IA • I"W„�, A plan showing the location of `Y Laurie A. Hartmann the proposal is available for public review on the City's web site at www ci.chanhassen.mmus/2013-25 or at City Hall during regular business Subscribed and sworn before me on hours. All interested persons are invited to attend this public hearing and express their opinions with to this respect proposal. this day of 2013 Robert Generous, Senior Planner Email: bgenerous&i.chanhassen. mn.us Phone: 952-227-1131 JYMME JEANNE17E BARK (Published in the Chanhassen.� NO-ARYPLBl1C-WNNESCTA Villager on Thursday, November 7, MY 00VMSSION EPRES 01131r8 2013, No 4879) N a �h it ✓ RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch 0 0 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2013-25 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 19, 2013, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for an Interim Use Permit to grade property for construction of a single-family home on property zoned Agricultural Estate District (A2) and located at 8821 Sunset Trail. Applicant: Mark Undestad. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/2013-25 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous(&ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 7, 2013) 13-a5 SCANNED `� R Y 0� i y � 9 r ASS Date: October 24, 2013 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Ll Review Response Deadline: November 7.2013 By: Robert Generous, Senior Planner 952-227-1131 bgenerous@ci.chanhassen.mn.us Subject: Request for an Interim Use Permit to grade property for construction of a single-family home on property zoned Agricultural Estate District (A2) and located at 8821 Sunset Trail. Applicant: Mark Undestad Planning Case: 2013-25 PID: 25-0231100 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on October 18, 2013. The 60 -day review period ends December 17, 2013. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on November 19, 2013 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than November 7, 2013. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (CenturyLink) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED r That part of the Southwest Quarter of the Northwest Quarter of Section 23. Township 116, Range 23,Carver County. Minnesota described as follows: Commencing at the Northeast corner of the Southwest Quarter of the Northwest Quarter of said Section 23, Township 116. Range 23. thence south along the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet to the point of beginning, thence continuing south along said East line 272.25 feet; thence west and parallel with the North line of said Southwest Quarter of the Northwest Quarter 410.00 feet; thence north and parallel with the East line of said Southwest Quarter of the Northwest Quarter 272.25 feet; thence east 410.00 feet to the point of beginning. Subject to Sunset Trail Subject to easments and restrictions of record, if any. Hardcover Lot Area_ 1O2, 337 sq ft House = -- ---- - ---- 3, l 15 sq ft - Porch 322 sq ft - Patios = 1, 236 sq ft - Garage = 1,276 sq ft - 5idewalk 82 sq ft- Onveway = 3,965 sq ft - Wing Retaining Walls = .31 sq ft - Total New = l 0, 049 sq ft Eiastdng = 10,337 sq ft - Total = 20,366 sq ft`V/ Percentage = 19.92% I I I I i I I I I I I I I I I II I i SCANNED I Property Card Parcel ID Number 250231100 Taxpayer Information Taxpayer Name MARK K UNDESTAD TRACY A UNDESTAD Mailing Address 8750 SUNSET TRL CHANHASSEN, MN 55317-9137 Property Address Address 8821 SUNSET TRL City CHANHASSEN, MN 55317 Parcel Information Uses Res 1 unit GIS Acres 2.35 Tax Acres 2.45 Plat Lot Block P/O SW1/4 NW1/4 DESC AS: COMM AT NE CORN SWIM NW1/4 TH S ON E LINE Tax Description SW1/4 NW1/4 272.25' TO PT OF BEG; TH CONT S ON E LINE 272.25; TH W PARALLEL WITH N LINE 410` TH N PARALLEL WITH E LINE 272.25'; TH E 410' TO PT OF BEG EXC THEREFROM THAT PART LYING EAS Building Information Building Style CONDO Finished Sq Ft 3137 Bedrooms 4 Year Built 2013 Other Garage Y Bathrooms 3.50 Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N CREEK Assessor Information Estimated Market Value 2012 Values 2013 Values Last Sale (Payable 2013) (Payable 2014) Land $126,400.00 $120,500.00 Date of Sale 06/18/2012 Building $174,500.00 $22,900.00 Sale Value $285,000.00 Total �$300,900.00 $143,400.00 Qualified/ O _ Unqualified Disdaimer: Th's'sdomaltion is to be used far reference purposes only. Carver county does not guarantee accuracy of the material contained herein and is not responsible for mrsuse or misinterpretation. The preceding disdaimer is provided pursuant to Minnesota Stahrtes 466.03, Subd. 21 (2000), and Me user of this service acknowledges that the County shall not be liable for any damages. and expressly, waives al claims, and agrees to defend, indemnity, and hold harmless the County from any and all dawns brought by User. CARVER its employees m agemft or thid parties which arse out of the user's access or use of data provided. COUNTY Tuesday, October 22, 2013 Carver County, MN Page 1 of t SCANNED CITY OF CHANHASSEN • P O BOX 147 CHANHASSEN MN 55317 10/23/2013 12:49 PM Receipt No. 00234123 CLERK: AshleyM PAYEE: Tracy and Mark Undestad 8800 Sunset Trail Chanhassen MN 55317- Undestad IUP Planning Case 2013-25 ------------------------------------------------------- Use Permit 325.00 Notification Sign 200.00 Filing Fees 50.00 Total Cash Check 2500 Change 575.00 0.00 575.00 0.00 UNDESTAD IUP - PLANNING CASE 2013-25 $325.00 Interim Use Permit $200.00 Notification Sign $50.00 Escrow for filing fees $575.00 TOTAL $575.00 Less Check 2500 from Mark Undestad T SCP.NNED 2014 PAVEMENT REHABILITATION AND °n<< SN STORMWATER DRAINAGE IMPROVEMENTS �NN�'� MINNETONKA MIDDLE SCHOOL WEST OWNER: MINNETONKA PUBLIC SCHOOLS 5621 CTY. RD. 101 MINNETONKA, MINNESOTA 55345 CIVIL ENGINEER: INSPEC, INC. 5801 DULUTH STREET MINNEAPOLIS, MINNESOTA 55422 SURVEYOR: CLARK ENGINEERING 621 LILAC DRIVE MINNEAPOLIS, MINNESOTA 55422 INDICATES APPROX. CONSTRUCTION AREAS DRAWING SCHEDULE SHEET NO. DRAWING NAME - COVER SHEET Cl DEMOLITION & EROSION CONTROL PLAN C2 GRADING & DRAINAGE PLAN C3 LAYOUT PLAN C4 LANDSCAPE AND RETAINING WALL PLAN C5 DETAILS 6421 HAZELTINE BOULEVARD EXCELSIOR, MINNESOTA 55331 I � �� J6• RN I/ Z � V m iu� /V6966 14' I / I I / / I � / / 06' Y / 9• zZu'N r. I / VICINITY MAP / NO SCALE 34969 ITJ C / I --- S87'12'20'E 1341.24 --- BRENDON POND PINEHURS % l 2ND\ ADDITION � NORTH I / SHIVEL Y ADDITION I N n w N z' 92' w / I --- S87'12'20'E 1341.24 --- BRENDON POND PINEHURS % l 2ND\ ADDITION � NORTH I / SHIVEL Y ADDITION EXCERPTS FROM SWPPP NARRATIVE: GENERAL NOTES: EROSION CONTROL NOTES: CONTRACTOR SHALL INITIATE, PAY FOR, AND ASSIST THE OWNER IN OBTAINING THE NPDES GENERAL 1. SITE DATA OBTAINED FROM PARTIAL TOPOGRAPHIC SURVEY PERFORMED BY CLARK ENGINEERING. 1. CONTRACTOR SHALL INITIATE, PAY FOR, AND ASSIST THE OWNER IN OBTAINING THE NPDES GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL s. , . .... .ti'... BB STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL AGENCY WITHIN 24 HOURS OF CONTRACT AWARD. CONTRACTOR SHALL RETAIN THE PERMIT AT THE 2. LOCATIONS AND SIZES OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY. 0 AGENCY WITHIN 24 HOURS OF CONTRACT AWARD. CONTRACTOR SHALL RETAIN THE PERMIT AT THE PROJECT SITE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED AND A NOTICE OF TERMINATION HAS REVISED: 1-10 CONTRACTOR RESPONSIBLE FOR VERIFYING ALL UTILITIES AND RESTORATION TO ANY DAMAGED DO PROJECT SITE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED AND A NOTICE OF TERMINATION HAS BEEN EXECUTED. UNDERGROUND UTILITIES. •: BEEN EXECUTED. GENERAL CONSTRUCTION PROJECT INFORMATION 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL PUBLIC AND PRIVATE SITE UTILITIES. 2. INSTALL SILT FENCE PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH DETAIL 4/2 SHEET 2. CONSTRUCTION ACTIVITIES: CO CONTACT GOPHER STATE ONE CALL AND PRIVATE LOCATOR PRIOR TO EXCAVATION. MAINTAIN SILT FENCE THROUGHOUT DURATION OF PROJECT. REMOVE SILT FENCE AND RESTORE 1. INSTALLATION OF EROSION CONTROL DEVICES. AFFECTED AREAS SUBSEQUENT TO TURF ESTABLISHMENT AND FINAL STABILIZATION. 4. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES. O n cv 2.3 _ 6 A. SILT FENCE 0' _ \� B. ROCK CONSTRUCTION ENTRANCE 1.2 /� p ' � 6 3. INSTALL ROCK CONSTRUCTION ENTRANCES AT ALL CONSTRUCTION VEHICLE ACCESS POINTS PRIOR C. SEDIMENT FILTERS AT STORM SEWER INLETS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. � TO EXCAVATION TO PREVENT TRACKING OF SEDIMENT ONTO PAVEMENTS. D. TEMPORARY AND PERMANENT VEGETATION 2. ARRANGE FOR INSPECTIONS AND OBTAIN APPROVAL OF EROSION CONTROL DEVICES AS REQUIRED 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS. 4. PROTECT EXISTING STORM SEWER INLETS AND SYSTEMS AGAINST SEDIMENTATION AS A RESULT OF BY LOCAL AUTHORITIES.CONSTRUCTION z 2.4 ` RELATED DIRT AND DEBRIS. Ln O 7. PROTECT EXISTING FACILITIES, UTILITIES, TREES, AND VEGETATION WHICH ARE TO REMAIN. 17g� .4 < = 3. INSTALL LANDSCAPING AND PERFORM TURF RESTORATION AND FINAL STABILIZATION. • :12:..v 1055.50 5. PLACE A MINIMUM OF 4"NEW TOPSOIL AND SOD IN ALL DISTURBED LAWN AREAS FOLLOWING FINISH Ln 8. SWEEP SITE PAVEMENTS AND ADJACENT STREETS AT CONSTRUCTION VEHICLE ACCESS POINTS EACH 1052.21 GRADING. GENERAL SITE INFORMATION WORK DAY. o Cn LOCATION AND TYPE OF TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL N 1' 6. MAINTAIN ADJACENT PROPERTY AND STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS BMP's: 9. PROTECT EXISTING TREES FROM DAMAGE BY THE WORK, UNLESS NOTED TO BE REMOVED AS PART OF .. n ON A DAILY BASIS. STREETS AND SITE PAVEMENTS MUST BE SWEPT A MINIMUM OF ONCE PER WEEK 1. SILT FENCE TO BE PLACED DOWN GRADIENT OF AREAS TO BE GRADED PRIOR TO EXCAVATION. 0) THE PROJECT. CONSTRUCT TEMPORARY FENCING SYSTEM AT PERIMETER OF TREES IN WORK AND SITE 'ti a AND ON AN AS NEEDED BASIS AND AS DIRECTED BY THE CITY. 2. CONTRACTOR SHALL VERIFY CONSTRUCTION ACCESS LOCATIONS AND PROVIDE ROCK ENTRANCE AT ACCESS AREAS. PLACE FENCING AT DRIP LINE OF OUTERMOST TREE BRANCH AREAS AND REMOVE 1 THESE LOCATIONS. 16.8 u UPON COMPLETION OF THE WORK. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING SWPPP INSPECTIONS AND 3. SEDIMENT FILTERED TO BE INSTALLED AT ALL STORM SEWER INLETS WITHIN PROJECT AREA PRIOR MAINTAINING INSPECTION LOGS. TO EXCAVATION. 10. LIMIT AND CONTROL VEHICLE AND EQUIPMENT ACCESS ON EXISTING BITUMINOUS PAVEMENT SYSTEMS. x 1053.07 �» BACKSTOP 4. FINAL PLANTINGS AND SODDING IN ALL DISTURBED LAWN AREAS. CONTRACTOR IS REQUIRED TO RESTORE ALL PAVEMENT SYSTEMS DAMAGED DURING THE PROJECT. 8. ALL EXPOSED SOILS MUST BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS 4 F/F=1055.66 AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. EROSION PREVENTION PRACTICES 11. ALL ELEVATIONS SHOWN/NOTED ARE EXISTING UNLESS NOTED OTHERWISE. e: .'. ..•q ... 1. CONTRACTOR SHALL DELINEATE AREAS NOT TO BE DISTURBED (E.G. WITH FLAGS, STAKES, SIGNS, 9. PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF SUITABLE, FAST-GROWING DENSE SILT FENCE, ETC.) BEFORE WORK BEGINS. 'y DS GRASS -SEED MIX SPREAD AT 1.5 TIMES THE USUAL RATE PER ACRE. IF TEMPORARY COVER IS TO 2. CONTRACTOR SHALL PROVIDE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR ALL REMAIN IN PLACE PAST THE GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED EXPOSED SOIL AREAS WITHIN 200 LINEAL FEET OF SURFACE WATER IN ACCORDANCE WITH THE w � 1 I 1052.66 p OF PERENNIAL GRASSES_ FOLLOWING FRAMES: A. WITHIN 7 DAYS FOR SLOPE STEEPER THAN 3:1 B. WITHIN 14 DAYS FOR SLOPES STEEPER BETWEEN 10:1 AND 3:1 C. WITHIN 21 DAYS FOR SLOPES LESS THAN 10:1 3. STOCKPILED TOPSOIL AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL TEMPORARILY CEASE FOR AT LEAST 14 DAYS, AND WHERE THE SOILS ARE EXPOSED TO POSSIBLE EROSION, WILL BE ESTABLISHED WITH TEMPORARY SEED AND MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. A. TEMPORARY SEEDING SHALL CONSIST OF PERENNIAL RYEGRASS AND ANNUAL WHEAT APPLIED / AT A RATE OF 10 LBS PER ACRE AND 20 LBS PER ACRE RESPECTIVELY. / G fto cc B. DISC ANCHORED STRAW MULCH SHALL BE APPLIED AT A RATE OF 4,000 LBS PER ACRE. 4. ALL TEMPORARY SOIL STOCKPILES ARE LEFT INACTIVE FOR PERIODS LONGER THAN 7 DAYS. 1"-2' CLEAN CRUSHED ROCK r � SEDIMENT CONTROL PRACTICES F 1. ESTABLISH SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS BEFORE UPGRADIENT DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL41/ STABILIZATION HAS BEEN ESTABLISHED. ro 2. ALL STORM SEWER INLETS WITHIN THE PROJECT AREA MUST BE PROTECTED WITH APPROVED e4C'yFtic SEDIMENT FILTER DEVICES. 6"MIN.DEFTH FOR ROCK 3. TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AND 10"Mw DEPTH FOR WOODCHIPS 006,0 CANNOT BE PLACED IN STORMWATER CONVEYANCE LOCATIONS SUCH AS CURB AND GUTTER cti%°r SYSTEMS, SWALES, OR DITCHES. mlos" 4. CONTRACTOR SHALL PROVIDE ROCK CONSTRUCTION ENTRANCES AT EACH CONSTRUCTION ACCESS / ac M1N1M�M LOCATION. 18" MINIMUM CUT OFF BERM MUST BE SWEPT A MINIMUM TO MINIMIZE RUNOFF FROM SITE ADJACENT TO THE PROJECT AREA 5. PAVED SURFACES AND CITY STREETS C/ OF ONCE PER WEEK TO CLEAN UP TRACKED SEDIMENT FROM CONSTRUCTION VEHICLES. 6. INSPECT AND CLEAN STORM SEWER SYSTEMS WITHIN THE PROJECT AREA. REMOVE ANY ER FABRIC ACCUMULATED SEDIMENT FROM STORM SEWER STRUCTURES, PIPING, STORMWATER BASINS, ETC. INSPECTIONS AND MAINTENANCE 1. INSPECT EROSION CONTROL DEVICES AND STABILIZED AREAS A MINIMUM OF ONCE PER WEEK AND NOTE FILTER FABRIC SHAT i HE 'LACED UNDER ROCK AFTER EACH RAIN EVENT. To sn c AIc ' ON THROUGH RocK. A. RECORD INSPECTIONS AND KEEP AN ONSITE LOGIN AN ACCESSIBLE AND SUITABLE LOCATION. 2. INSPECT SILT FENCE, SEDIMENT FILTERS, AT STORM SEWER INLETS, AND OTHER EROSION CONTROL DEVICES FOR TEARS, VERIFICATION THAT FABRIC IS SECURED AND SUPPORT POSTS ARE SOUND, AND TO MONITOR DEPTH OF SEDIMENT. ROCK A. CLEAN EROSION CONTROL DEVICES WITHIN 24 HOURS ONCE SEDIMENT REACHES 1/3 THE HEIGHT Cfffot�f�q e CONSTRUCTION OF THE DEVICE. 4DMDNLIfdl C1 ENTRANCE 3. ROCK CONSTRUCTION ENTRANCES SHALL BE INSPECTED FOR CLOGGING. REMOVE AND REPLACE ROCK THAT HAS BECOME CLOGGED WITH SEDIMENT. REVISED: 1-10 Pu E Wo: 4. INSPECT DAYLIGHTED PIPE OUTLETS AND RIP -RAP FOR SIGNS OF EROSION OR RILLS. REPAIR ERODED FRE NAMEG:\ENG SPECS 5301 ENGINEERING DEPARTMENT 5301 SOILS AND FACILITIES WITHIN 24 HOURS OF DISCOVERY. 5. PAVED SURFACES AND CITY STREETS NEAR THE PROJECT AREA SHALL BE MONITORED DAILY TO IDENTIFY ANY ACCUMULATION OF TRACKED SEDIMENT FROM CONSTRUCTION VEHICLES. A. PAVED SURFACES AND CITY STREETS MUST BE SWEPT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS IF TRACKED SEDIMENT IS DISCOVERED DURING THE DAILY INSPECTIONS. F/F=1056.26 FINAL STABILIZATION 1. CONTRACTOR SHALL PROVIDE MAINTENANCE OF ALL SODDED AREAS UNTIL FULLY ESTABLISHED. 2. CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE IN ACCORDANCE WITH THE PROJECT RIM -1052.01 SPECIFICATIONS AND CONSTRUCTION DRAWINGS. X56.20 INV=1046.8 N) 3. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES ONCE FINAL INV -1046.0 NE) STABILIZATION HAS BEEN ESTABLISHED AND PERFORM FINAL MAINTENANCE AND FINAL SITE I N V-1045.9 S) CLEANUP. N 4. CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION TO THE MINNESOTA POLLUTION CONTROL AGENCY WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE RIM =1050.14 \ INV=1045.5(Sf�\ -KIM=IW5.15 � 12 0 13.4 �"'�""'.JG WALL W HANDRAIL INV=1045.0 INV=1032.7 NW) \�2" v / „ INV=1041.1(NW) INV=1033.4' 10 � 0, F/F=1041.78 SUMP=1040.9 „ rj 046 `!� x1o4o.s6 12 ��`0� 12 RIM=1041.54 z CABINET 4• ,3 1035.78 x 17.1 INV=1038.8 S) O 12 CLAY INV=1038.2�NE) z x1039.41..�� 2 SUMP=1037.3 0 C1 14 0 � RIM -1048.82 - DO x1040.o INV=1039.6 N) dr RIM=1041.84 x1034.59 �� RIM=1040.83 � < z RIP `' EN INV=1036.8 NW) 0 INV=1039.4 SW) O INV=1039.1 N , FES cL.. S 0 U INV=1039.5((S� RAPT - NV=10 5 3 INV=1036.7 N) o z RIM=1048.34 (0 INV=1037.0 SE) II o LL, Of INV=1038.9 E) ;� `.� cv' INV=1038.9�W) 3 v ,:" 41.34 V- o Sx, m74.7 1041.66 \ .1 8"CP \ l 4/0 .1 44.9 N , 1a x'i045 42` y )WER ' �p�� 2» x -� N o OCG x �' 2 2„ 2„ 2 73 vs, C, 1042.01 1. _ \,,.. 5• �� Q_03 3 - <c 1042:73 .4 22 ^EIV >Oi_2" e< 14 V -2.09 CE - a/N/NG WALL BITUMINOUS 16 0 x1042. c DH N GATE x � 1052.75 x x APPROXIMATE t 056.18 x 1057.92 1057.04 t5 CONSTRUCTION LIMITS N p APPROX. AREA OF EXIST. o BASE AGGREGATE TO BE 0 BITUMINOUS PAVEMENT REGRADED AND NEW BASE 1- TO BE RECLAIMED AGGREGATE AS REQUIRED CONTRACTOR RESPONSIBLE zE FOR VERIFYING < 4) & m m o• AREA WHERE SHRUBS, a AREA TO BE VEGETATION, AND SOILS ii REMOVED/COMPLETELY TO BE REMOVED/REGRADED. p DEMOLISHED I ALL ROOTS TO BE QCOMPLETELY REMOVED 0 11-27-13 RIM=1054.27 MGH -FLOW FABRIC 1052.60 N 2 0 PROJECT MGR: 10.8 O �- s. , . .... .ti'... BB 1.04 < / 0 � aCATCH C1 SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT DO CNN 4 •: x 05 .79x 1 8` CO 1051.78 o _J 1051.47 x 1051.5 O n cv 2.3 _ 6 k�P•F 0' _ \� 1.2 /� p ' � 6 � rn w I- � � Ln� N ..4 �0 1051.65 z 2.4 ` 65 GR Ln O .• :.'_ S� 17g� .4 < = L� • :12:..v 1055.50 II < O� Ln Cif d 00� LUCN 1052.21 _ .., 20.0 v o Cn N 1' -. :- II EL t • .. n <1Q�.¢� ." a s 1052.8 0) 35.0 ,, 'ti a 40.7.�,1p53,21.1 os 00 6' 8 1 16.8 u ° x 1053.07 �» BACKSTOP 4 F/F=1055.66 35.9 e: .'. ..•q ... 1053, 'y DS , 1.,D \ � w � 1 I 1052.66 p 0 11-27-13 RIM=1054.27 MGH -FLOW FABRIC 1052.60 N 2 0 PROJECT MGR: 10.8 O ACH RAIN EVENT AND REP'_ACE IF FILTER `, 29.8 NV=1048.8.4 BB 1.04 < / 0 � aCATCH C1 SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT DO CNN 4 05 .79x CO o _J O n cv 2.3 _ 6 k�P•F 0' \� 1.2 /� p ' � 6 � rn w I- � � Ln� N O O O N � z 2.4 ` 65 GR Ln O L� Cf) ()fZ 0' Y < = L� • :12:..v 1055.50 II < O� Ln Cif d 00� LUCN O D 8 8.4 _ .., 20.0 v o Cn N 1' ~ II 0 O 24.3 j:-� 0) ci L� os 00 6' 8 x 1055.30 x 1052.70 DEMOLITION PLAN 0 15' 30' 60' NORTH SCALE: 1" = 30'-0" a 1052.68 x o a < AP0.hOX. END OF- EXI$T. CURB AND W'o GU'ftER REMOVAL 1052.23 x 1 GAS ---- GAS m. - 5h GP' G 1053.2 KEYED NOTES: O1 INSTALL SILT FENCE PRIOIR TO CONSTRUCTION START. O2 REMOVE EXIST. CURB AND GUTTER. O REMOVE EXIST. VEGETATION. SOILS, AND PAVEMENT AS NECESSARY. ® REMOVE EXIST. SHRUBS,ROOTS, VEGETATION, SOILS, AND DEBRIS AS REQUIRED. O5 RECLAIM EXIST. BITUMINOUS PAVEMENT. © REMOVE EXIST. BITUMINOUS PAVEMENT AND BASE AGGREGATE TO EXIST. PIT. O REMOVE EXIST. CONCRETE BLOCK BUILDING AND PAD. ® REMOVE EXIST. BITUMINOUS PAD. O REMOVE EXIST CONCRETE SIDEWALK AND ACCESSIBLE RAMP (APPROX 10 SQ. YDS). 10 REMOVE EXIST. METAL POST 11 SALVAGE EXIST. PIT. 1© CONSTRUCT ROCK CONSTRUCTION ENTRANCE THIS LOCATION. 13 REMOVE BOLLARDS AND RELOCATE EXIST. FIRE HYDRANT (SEE LAYOUT PLAN). 14 PROVIDE INLET PROTECTION FOR ALL STORM CATCH BASINS. 15 REMOVE AND REINSTSLL EXIST. FENCE AS REQUIRED. 16 SAWCUT EXISTING BITUMINOUS PAVEMENT AND REMOVE. 1© CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS. I ovZO ill 47 1053.31 �GQ/� I x RIM=1053.77 INV=1047.4(NE) /IINN��V-1049.1(S),-,' Y \ :-I , a x 1052.36 x 1052.39 x APPROXIMATE CONSTRUCTION LIMITS x 1050.34 MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., EES BROS., CORCORAN. MN. OR EQUAL SPECIFIAT10NS ANO STANDARDS DESIGN ICADS uu,uuu aEMsm x,T ss. crs s ,f xU0 M0DEL#CG-23 OEFLECrOR EYRIE OVERFLOW I - CENTER OF nLWR WiWWY r O✓CRHOW 2 - rOP OF CURB BOX 10• FILTER ASSELBLY 11-27-13 � `-CG-23 HIGC MGH -FLOW FABRIC 1052.60 N 2 0 PROJECT MGR: J 0 ACH RAIN EVENT AND REP'_ACE IF FILTER `, a pJy x BB 1.04 < BASIN 0 � aCATCH C1 SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT DO GAS ---- GAS m. - 5h GP' G 1053.2 KEYED NOTES: O1 INSTALL SILT FENCE PRIOIR TO CONSTRUCTION START. O2 REMOVE EXIST. CURB AND GUTTER. O REMOVE EXIST. VEGETATION. SOILS, AND PAVEMENT AS NECESSARY. ® REMOVE EXIST. SHRUBS,ROOTS, VEGETATION, SOILS, AND DEBRIS AS REQUIRED. O5 RECLAIM EXIST. BITUMINOUS PAVEMENT. © REMOVE EXIST. BITUMINOUS PAVEMENT AND BASE AGGREGATE TO EXIST. PIT. O REMOVE EXIST. CONCRETE BLOCK BUILDING AND PAD. ® REMOVE EXIST. BITUMINOUS PAD. O REMOVE EXIST CONCRETE SIDEWALK AND ACCESSIBLE RAMP (APPROX 10 SQ. YDS). 10 REMOVE EXIST. METAL POST 11 SALVAGE EXIST. PIT. 1© CONSTRUCT ROCK CONSTRUCTION ENTRANCE THIS LOCATION. 13 REMOVE BOLLARDS AND RELOCATE EXIST. FIRE HYDRANT (SEE LAYOUT PLAN). 14 PROVIDE INLET PROTECTION FOR ALL STORM CATCH BASINS. 15 REMOVE AND REINSTSLL EXIST. FENCE AS REQUIRED. 16 SAWCUT EXISTING BITUMINOUS PAVEMENT AND REMOVE. 1© CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS. I ovZO ill 47 1053.31 �GQ/� I x RIM=1053.77 INV=1047.4(NE) /IINN��V-1049.1(S),-,' Y \ :-I , a x 1052.36 x 1052.39 x APPROXIMATE CONSTRUCTION LIMITS x 1050.34 MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., EES BROS., CORCORAN. MN. OR EQUAL SPECIFIAT10NS ANO STANDARDS DESIGN ICADS uu,uuu aEMsm x,T ss. crs s ,f xU0 M0DEL#CG-23 OEFLECrOR EYRIE OVERFLOW I - CENTER OF nLWR WiWWY r O✓CRHOW 2 - rOP OF CURB BOX 10• FILTER ASSELBLY +'"" x is6. NE (TYP. x 1049.74 x 1058.80 x 1059.19 1058.39 APPROXIMATE x CONSTRUCTION LIMITS x 1058.37 1058.46 O SE) 5.9 W) x 1057.60 NK FENCE rc x v PO v 1055.42 \ 1050,98 -•x I -------- S87012'20"E 1341.24 --- x 105 roloo5801 Duluth Street Minneapolis, MN 55422 . Ph.7 Ph.763-546-3434 INSPEC © 2013 Consultants: Signature: I HEREBY CERTIFY THAT THIS PLAY, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND MAY I AM A DULY LICENSED ENGINEER ORDER THE WNS OF THE STATE OF MINNESOTA. sIDNATORE: TYPED OR PRI CLIFFORD W. BUMMERS DATE 21 A2 In .. . REGISTRATION N0. Iiosa ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 � `-CG-23 HIGC MGH -FLOW FABRIC INSPEC PROJECT No.: NOTES: PROJECT MGR: CLEAN F - ACH RAIN EVENT AND REP'_ACE IF FILTER `, CLOGGED FIF 1- BB ,.. '!' 'ECEPTACLE AFTER EACH RAIN EVENT OF BASIN aCATCH C1 SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PUTS "D.: 5302A NLE NAWE: G: ENG SPECS\5301A +'"" x is6. NE (TYP. x 1049.74 x 1058.80 x 1059.19 1058.39 APPROXIMATE x CONSTRUCTION LIMITS x 1058.37 1058.46 O SE) 5.9 W) x 1057.60 NK FENCE rc x v PO v 1055.42 \ 1050,98 -•x I -------- S87012'20"E 1341.24 --- x 105 roloo5801 Duluth Street Minneapolis, MN 55422 . Ph.7 Ph.763-546-3434 INSPEC © 2013 Consultants: Signature: I HEREBY CERTIFY THAT THIS PLAY, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND MAY I AM A DULY LICENSED ENGINEER ORDER THE WNS OF THE STATE OF MINNESOTA. sIDNATORE: TYPED OR PRI CLIFFORD W. BUMMERS DATE 21 A2 In .. . REGISTRATION N0. Iiosa ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C1 KEYED NOTES: O NEW 6" HDPE PERFORATED PIPE. APPROX. 123 L.F., SLOPED AT 0.5% TO NEW CB/MH #1 INV. ELEV. INTO NEW MH 1039.4 NEW CB/MH #1, TOP OF RIM = 1043.0 INV. ELEV. 12" PIPE OUT OF NEW CB/MH #1 = 1039.0 SLOPED AT 3% TO EXIST. MH, BOTTOM OF NEW CB/MH #1 = 1037.0 O3 NEW 12" HDPE DW PIPE CONNECTED TO EXIST. MANHOLE APPROX. 12 L.F. ® ADJUST ALL EXIST, MANHOLES AS NECESSARY.. O5 TOP OF NEW LONG JUMP RUNWAY TO MATCH TOP OF EXIST. PIT. © NEW LONG JUMP RUNWAY AND PAD TO BE UNIFORMLY CROSS -SLOPED AT 2% FOR POSITIVE DRAINAGE. 70 THE NEW BIO -FILTRATION CELL IS TO BE CONSTRUCTED AS THE LAST PHASE OF THE PROJECT. AFTER FINE GRADING ALL DISTURBED TURF AREAS SHALL BE TILLED AND RESTORED WITH 6" NEW BLENDED TOPSOIL AND SOD UNLESS NOTED OTHERWISE. BIO -FILTRATION SWALES SHALL BE RIPPED/AERATED TO A MINIMUM DEPTH OF 24" AND SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING. E1 3 r A N RIM=1035.1 W INV=1032.7 INV=1033.4 � \1035 W� Z� 311 o °40 o— --1041 3: INV= 39. 12- INV -10 'w CID m WER9, 0 U CL Gtr 0 ENCE lN/NG WALL 0 o� ° A CoCID �O N ts 0 N 5 8 U3 3 ~ < E (D > m m m a (? LL N (' N Q ® CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS.. • INDICATES NEW TOP OF PAVEMENT SPOT ELEVATIONS. "N" INDICATES NEW TOP OF PAVEMENT ELEVATION, ALL OTHER ELEVATIONS ARE EXIST. UNLESS NOTED OTHERWISE. GRADING AND DRAINAGE PLAN 0 15' 30' 60' SCALE: 1" = 30'-0" 5 SANDBOX INV=1056.0 SE) INV=1055.9 W) 5801 Duluth Street Minneapolis, MN I 55422 Ph. 763.546.3434 INSPEC © 2013 MIN NEAPOLIS i MILWAUKEE i CHICAGO I HEREBY CERTIFY TEAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR TINDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 SIGNATURE: TYPBD Oft PRI ZOE: CLIFFORD N. BURI49N ?TF. 04M REGISTRATION NO. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 __- DATE: 11-27-13 CLIENT PROJECT No.: ND I S87°12'20��E 1341.24 _____ INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST I CHECKED BY: BB QUARTER SEC 3, TWP. 116, R. 23 Sheet No.'. C2 KEYED NOTES: O1 CONSTRUCT NEW B6-18 CURB AND GUTTER (APPROX. 20 L.F.) O CONSTRUCT NEW SURMOUNTABLE CURB (APPROX. 905 L.F.) O3 CONSTRUCT NEW RIBBON CURB (APPROX. 12 L.F.) ® CONSTRUCT 6' WIDE CONCRETE CURB CUTS (5 TOTAL). SLOPE 1% MINIMUM TO DRAIN INTO NEW BIO -FILTRATION CELL, 8 CUBIC YARDS NEW FIELD RUN BOULDERS AT EACH CURB CUT. SO SAWCUT EXIST. PAVEMENT, NEW PAVEMENT TO MATCH EXIST. © CONSTRUCT NEW RETAINING WALL, APPROX. 956 SQ. FT. O7 RECLAIM EXISTING BITUMINOUS PAVEMENT (APPROX. 5885 SQ. YDS.) ® NEW BITUMINOUS PAVEMENT (APPROX. 1810 SQ. YDS.) 9O RELOCATED FIRE HYDRANT. (APPROX 6' BEHIND NEW CURB AND GUTTER) 10 NEW CONCRETE SIDEWALK AND ACCESSILBLE RAMP (APPROX 10 SQ. YDS.) j 4 O ' 2 1 1 1 l 0 A (2)18" A 2 2„ 2 11 NEW BITUMINOUS PAVED PAD (APPROX. 223 SQ. YDS.) 12 NEW BITUMINOUS PAVED RUNWAY (APPROX. 40 SQ. YDS.) 13 AREA TO BE GRADED AND INFILLED WITH NEW PORTLAND CEMENT CONCRETE 14 DASHED LINE INDICATES APPROX. EDGE OF RECLAIMED. BITUMINOUS PAVEMENT. 15 END OF 6/C5, TRANSITION TO 7/C5. 16 END OF 7/C5, TRANSITION TO NEW ACCESSIBLE RAMP. 17 TRANSITION NEW ACCESSIBLE RAMP AND SIDEWALK TO MATCH EXIST. SIDEWALK AND CURB AND GUTTER. 18 TRANSITION NEW CURB AND GUTTER TO MATCH EXISTING. INDICATES NEW PAVEMENT. 12" a q. 44' . ,q. tp 9, 4 !. f 4! A . 4.1q.�. ♦ At 5" ' {9. .q. 12 4. •5�i 4 q t,1 18" `' " i. 1 til' 10 q �� F— ec- f ..f 4 _ .f4 i q S4, t 4 TRANSITION TO MATCH EXIST. CURB AND GUTTER AND SIDEWALK 5 16 4, q 15' f 36' 8 � i AX 21' ~T / 18 16I g 10 _--- <, — — o' � 6 — — — i C5 7 \ tt ! 24' 1 C5 I : r / 6 2 .C5 6' '4 � clico o -- -------------- — —`\ I \ �� -� r --- ° 6 9 1 6 U ------ - - -- 15 50' a U)183.5' - ----- C5 z E LAYOUT PLAN 313' v m O I ------ S87° 12'20" 0 15' 30' 30' I E 1341.2' NORTH = SCALE: 1" = 30'-0" rolo5801 Duluth Street Minneapolis, MN 55422 - Ph.763-546-3434 INSPEC 2013 Consultants: Signature: i HERESY CERTIFY THAT THIS PLAN, SPFCIFICATTON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A BODY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:. TYPED OR PRIN -OF F� CLIFFORD W. RUDMAN DATE O REOIS'TRATION NO. 10099 ISSUE LEVEL / REVISION: DATE: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: No.: - 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 J Z J INSPEC PROJECT No.: 212988 " t.i 4: 9 . DRAWN BY: BT CHECKED BY: BB Z 4 J t� 17 C5 " _ GG 36' 8 � i AX 21' ~T / 18 16I g 10 _--- <, — — o' � 6 — — — i C5 7 \ tt ! 24' 1 C5 I : r / 6 2 .C5 6' '4 � clico o -- -------------- — —`\ I \ �� -� r --- ° 6 9 1 6 U ------ - - -- 15 50' a U)183.5' - ----- C5 z E LAYOUT PLAN 313' v m O I ------ S87° 12'20" 0 15' 30' 30' I E 1341.2' NORTH = SCALE: 1" = 30'-0" rolo5801 Duluth Street Minneapolis, MN 55422 - Ph.763-546-3434 INSPEC 2013 Consultants: Signature: i HERESY CERTIFY THAT THIS PLAN, SPFCIFICATTON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A BODY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:. TYPED OR PRIN -OF F� CLIFFORD W. RUDMAN DATE O REOIS'TRATION NO. 10099 ISSUE LEVEL / REVISION: DATE: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: No.: - 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C3 KEYED NOTES: \ O1 INSTALL NEW EROSION CONTROL BLANKET WITH SEED TO BE k MNDOT 25-121 AT 61# PER ACRE. --- HH EHEC 2O INSTALL NEW EROSION CONTROL BLANKET WITH SEED TO BE – MNDOT 260 AT 125# PER ACRE. �V – j Q3 THE NEW BIO -FILTRATION CELL IS TO BE CONSTRUCTED AS THE `" , f LAST PHASE OF THE PROJECT. AFTER FINE GRADING, ALLI DISTURBED TURF AREAS SHALL BE TILLED AND RESTORED WITH 6" -- " NEW BLENDED TOPSOIL AND SOD UNLESS NOTED OTHERWISE. \ BIO -FILTRATION SWALES SHALL BE RIPPED/AERATED TO A MINIMUM ice, DEPTH OF 24" AND SHALL BE APPROVED BY ENGINEER BEFORE – – FINAL GRADING AND LANDSCAPING. ® CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS. O5 NEW RETAINING WALL (SEE PLAN SHEETS 2.3. AND 5) \ �3 \ 2„ ' (9)3-5.. 7„ \ 12" \ \ 12" g„ 2„ \ z 12„ 2» 12 10" 12„ 12„ 1 \ \ `w a WATERTOWER` 2„77 2„ 2„ 2„ 2„ 3 3"NAL 1048. APPROXINN. . GRADE AT BASE OF WALL 15 —1043 N —� 5 3 1044 N- 3 N —7 047 N— -1046 N— LANDSCAPE PLAN 0 15' 30' 30' / NORTH / SCALE: 1" = 30'-0" / 2 I i mo X 11111111*m 13 — 05 --------- S87° 12'20"E 1341. 5801 Duluth Street I Minneapolis, MN 55422 Ph. 763-546-3434 INSPEC © 2013 Consultants: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR DEDER MY DIRECT SUPERVISION AND THAT i AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNANAE; ' TYPED OR PRIN A E: CLIFFORD N. EUNMAN DATE n� REGISTRATION NO. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS APPROXIMATE APPROXIMATE APPROXIMATE 6421 HAZELTINE BLVD. TOP OF WALL TOP OF WALL TOP OF WALL EXCELSIOR, MN 55331 1052.00 1052.50 1053.50 1053.50 1052.50 1052.25 1052.25 Sheet content: 048.00 1048.00 APPROXIMATE– GRADE AT BASE OF WALL NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. WALL ELEVATIONS 0 5' 10' 20' SCALE: 1" = 10'-0" NORTH 1049.50 1048.00 1048.00 1048.00 APPROXIMATES AF' r'KU MAit– GRADE AT BASE GRADE AT BASE OF WALL OF WALL CONTENT -1 11-27-13 CONTENT -2 CONTENT -3 212988 CONTENT -4 CB DRAWN BY: BT DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C4 NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE AND BACK FILL. 5. POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC, POSTS MAY BE SPACED UP TO 8 FEET APART. 6. REMOVE SILT FENCE AND RESTORE ALL AFFECTED AREAS AFTER TURF IS ESTABLISHED, BUT NOT BEFORE APPROVAL FROM ENGINEER. OtREGOFF F pW RUNof „ Z CV r METAL T- POST 1 SILT FENCE DETAIL EXISTING SOIL C5 NO SCALE BACKFILL WITH NEW TOPSOIL AND SEED (MNDOT 25-121 AT 61#/ACRE AT ALL DISTURBED AREAS 12" I/ LO 111�"i�l� Ilt ° I SLOPE 3� /�/OC SURMOUNTABLE INPUT s CONCRETE CURB DETAIL C5 NO SCALE OF �I Z 10 PIPE BEDDING DETAIL D C5 NO SCALE n GRADE SOILS BEHIND WALL a TO A MAXIMUM SLOPE OF 3:1. L PLACE EROSION CONTROL BLANKE AND SEED IN DISTURBED AREA. 'g IMPERVIOUS T • • • • • • NOTE: NEW RUN PEA GRAVEL. MINIMUM SEGMENTAL CAP UNIT PERFORATED RETAINING Y WALL UNIT • VN/ANV/. y AND LANDSCAPING NEW 12" FREE w DRAINING AGGREGATE J _ Q oaf �1y"nS�+e� i,��y.. • a HDPE SW DRAIN TILE v5l WITH SOCK yam} ��o .sd •r� Csf�y��>„~i O'1L�Sr�Di1ja51•Sifvj�'Y/Y....''o17r�..�ay/O/�� b�Sy��i•�'�jo1 8 CUBIC YDS. AT EACH CURB CUT r�p ..N al'"'N:F ^`j�jy • 15 CUBIC YDS. AT RIBBON CURB PLANNEW aY :,;�� Jv o vy�/o O1N %f..-,'+n��" SSS ��v.3v off:•._ BLANKET MATERIAL MUST— BOULDERS OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOULDERED '^� ��_.-.•§ #mks �= •. BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART NO SCALE CONTRACTOR TO TROWEL IN CONCRETE BETWEEN THE BOULDERS FOR THE FIRST 1.5' TO FIRMLY STABILIZE. 1 SILT FENCE DETAIL EXISTING SOIL C5 NO SCALE BACKFILL WITH NEW TOPSOIL AND SEED (MNDOT 25-121 AT 61#/ACRE AT ALL DISTURBED AREAS 12" I/ LO 111�"i�l� Ilt ° I SLOPE 3� /�/OC SURMOUNTABLE INPUT s CONCRETE CURB DETAIL C5 NO SCALE OF �I Z 10 PIPE BEDDING DETAIL D C5 NO SCALE n GRADE SOILS BEHIND WALL a TO A MAXIMUM SLOPE OF 3:1. L PLACE EROSION CONTROL BLANKE NOTE: r2 PAVEMENT/RECLAIM DETAIL C5 NO SCALE NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS BACKFILL WITH NEW TOPSOIL AND SOD AT ALL DISTURBED AREAS 12" a (SLOPE 3/4" PER ° ° FOOT LO n RAD:` �— SUBGRADE FINISH SURFACE LONG SWEEP RADIUS OR4WE EQUIVALANT RADIUSED FITTINGS SDR 26 OR HEAVIER COMPACTED BACKFILL EXISTING SUBGRADE SOIL COMPACTED SAND CONFORMING TO MN/DOT 3149 NEW STORM SEWER PIPE NOTE: 1) TRENCHING TO MEET O.S.H.A. REQUIREMENTS. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SOLID WALL PVC PIPE, AST 3034 SDR 26 OR HEAVIER, CONNECTED TO DRAIN TILE NEW 6" HDPE PERFORA SOCK NO SCALE SURMOUNTABLE OUTPUT CONCRETE CURB DETAIL C5 NO SCALE 11 DRAIN TILE CLEANOUT C5 NO SCALE NEW 4" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) RECLAIMED BITUMINOUS/AGGREGATE BASE RECLAIMED BITUMINOUS/BASE AGGREGATE AND NEW BASE AGGREGATE AS REQUIRED ADDITIONAL 12" SUBGRADE CORRECTION AS DETERMINED BY ENGINEER EXISTING SUBGRADE SOIL SUBGRADE CORRECTION DETAIL NO SCALE AS REQUIRED TO BE DETERMINED DURING CONSTRUCTION FINISHED SURFA PER LANDSCAPE PLAN NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS CAST IRON VALVE BOX ASSEMBLY WITH DROP LID SET TOP OF ASSEMBLY 1/2" BELOW FINISH GRADE NONWOVEN FABRIC AGGREGATE BACKFILL NEW NON -WOVEN GEOTEXTILE (MNDOT TYPE 1) r UNDERGROUND GRAVEL BLANKET CONSISTING OF V-1.5" DOUBLE CI WASHED STONE OR 1/4"-1/2" WASHED (0 RIVER RUN PEA GRAVEL NEW PLANT MEDIUM WITH A WELL BLENDED MIXTURE OF 30% WASHED SAND (AASHTO M-6 OR ASTM C-33), 35% PULVERIVED HYPNUM PEAT OR LEAF LITTER COMPOST (MNDOT GRADE 2), AND 35% PULVERIZED TOPSOIL TOP OF GRADE ELEVATIONS PER GRADING PLAN SEED TO BE MNDOT 25-141 NEW EROSION CONTROL AT 59# PER ACRE AT BOTTOM BLANKET AND SEED OF CELL (CONTOUR 1042.00). ALL OTHER AREAS TO BE SEEDED BOTTOM OF WITH MNDOT 25-121 AT 61# CELL ELEV. PER ACRE ANEW CLEANOUT 1042.00 1444 r AND SEED IN DISTURBED AREA. 'g IMPERVIOUS T FILL, 12" DEE NOTE: NEW RUN PEA GRAVEL. MINIMUM SEGMENTAL CAP UNIT PERFORATED RETAINING Y WALL UNIT NON -WOVEN GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING y AND LANDSCAPING NEW 12" FREE w DRAINING AGGREGATE J _ Q > NEW 4" PERFORATED a HDPE SW DRAIN TILE v5l WITH SOCK NOTE: r2 PAVEMENT/RECLAIM DETAIL C5 NO SCALE NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS BACKFILL WITH NEW TOPSOIL AND SOD AT ALL DISTURBED AREAS 12" a (SLOPE 3/4" PER ° ° FOOT LO n RAD:` �— SUBGRADE FINISH SURFACE LONG SWEEP RADIUS OR4WE EQUIVALANT RADIUSED FITTINGS SDR 26 OR HEAVIER COMPACTED BACKFILL EXISTING SUBGRADE SOIL COMPACTED SAND CONFORMING TO MN/DOT 3149 NEW STORM SEWER PIPE NOTE: 1) TRENCHING TO MEET O.S.H.A. REQUIREMENTS. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SOLID WALL PVC PIPE, AST 3034 SDR 26 OR HEAVIER, CONNECTED TO DRAIN TILE NEW 6" HDPE PERFORA SOCK NO SCALE SURMOUNTABLE OUTPUT CONCRETE CURB DETAIL C5 NO SCALE 11 DRAIN TILE CLEANOUT C5 NO SCALE NEW 4" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) RECLAIMED BITUMINOUS/AGGREGATE BASE RECLAIMED BITUMINOUS/BASE AGGREGATE AND NEW BASE AGGREGATE AS REQUIRED ADDITIONAL 12" SUBGRADE CORRECTION AS DETERMINED BY ENGINEER EXISTING SUBGRADE SOIL SUBGRADE CORRECTION DETAIL NO SCALE AS REQUIRED TO BE DETERMINED DURING CONSTRUCTION FINISHED SURFA PER LANDSCAPE PLAN NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS CAST IRON VALVE BOX ASSEMBLY WITH DROP LID SET TOP OF ASSEMBLY 1/2" BELOW FINISH GRADE NONWOVEN FABRIC AGGREGATE BACKFILL NEW NON -WOVEN GEOTEXTILE (MNDOT TYPE 1) r UNDERGROUND GRAVEL BLANKET CONSISTING OF V-1.5" DOUBLE CI WASHED STONE OR 1/4"-1/2" WASHED (0 RIVER RUN PEA GRAVEL NEW PLANT MEDIUM WITH A WELL BLENDED MIXTURE OF 30% WASHED SAND (AASHTO M-6 OR ASTM C-33), 35% PULVERIVED HYPNUM PEAT OR LEAF LITTER COMPOST (MNDOT GRADE 2), AND 35% PULVERIZED TOPSOIL TOP OF GRADE ELEVATIONS PER GRADING PLAN SEED TO BE MNDOT 25-141 NEW EROSION CONTROL AT 59# PER ACRE AT BOTTOM BLANKET AND SEED OF CELL (CONTOUR 1042.00). ALL OTHER AREAS TO BE SEEDED BOTTOM OF WITH MNDOT 25-121 AT 61# CELL ELEV. PER ACRE ANEW CLEANOUT 1042.00 1444 r NO SCALE 1 BITUMINOUS PAVEMENT DETAIL NO SCALE a RIBBON CURB DETAIL C5 NO SCALE SECTION A -A OF CONCRETE BILIZATION OF LDERS AS KEQUIKEU NEW CONCRETE SIDEWALK NEW 4" BITUMINOUS PAVEMENT PLACED IN 1/2" PREFORMED CLOSED CELL TWO LIFTS ISOLATION JOINT MATERIAL ITI2" NEW 8" CLASS V ° I SLOPE GUTTER 3/4" 1/2" RADIUS BASE AGGREGATE ,. PER FOOT AS a ` ° REQUIRED FOR NEW PORTLAND CEMENT N POSITIVE DRAINAGE CONCRETE r < � ° M ° REPAIR ALL DISTURBED T 7f ° BITUMINOUS PAVEMENT TO EXISTING SUBGRADE SOIL OR, n�n, Q MATCH EXISTING BACKFILL TO TO BE GRADED C�\J� O ° ° 3" RADIUS AND COMPACTED O a EXISTING BASE AGGREGATE ° NEW CLASS V BASE Opp J AGGREGATE I OnEXISTING SUBGRADE TO BE -' GRADED AND COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS B6-18 CURB & GUTTER DETAIL ADJUSTING RINGS AS NEEDED (4" MINIMU 12" MAXIMUM) STEPS 16" ON — CENTER ON DOWNSTREAM SIDE —NEW BITUMINOUS PAVEMENT —NEW PORTLAND CEMENT CONCRETE RIBBON CURB A _—NEW CLASS V BASE AGGREGATE —SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW BASE AGGREGATE BACKFILL AND COMPACTBIRT IN THE 6"X6" TRENCH AFTER INSERTING STAPLES THROUGH MATERIAL AS AN ALTERNATIVE TO TRENCHING WHEN TOP OF SLOPE IS RELATIVELY FLAT, EXTEND MATERIAL APPROXIMATELY 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL APPROXIMATELY 20" APART / 11-27-13 UNDERDRAIN GRAVEL BLANKET CONSISTING OF V-1.5" BLANKET MATERIAL MUST— DOUBLE WASHED STONE OR 1/4" TO 1/2" WASHED RIVER NOTE: NEW 6" RUN PEA GRAVEL. MINIMUM BOTTOM OF BIO -FILTRATION CELL (CONTOUR 1042.0 SHALL PERFORATED OF 3" ABOVE AND BELOW PIPE, WRAPPED IN BE RIPPED/AERATED TO A MINIMUM DEPTH OF 24" AND HDPE PIPE NON -WOVEN GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING BOTH FABRICS AT A MAXIMUM 15 NEW BIO -FILTRATION CELL DETAIL NO SCALE 1 BITUMINOUS PAVEMENT DETAIL NO SCALE a RIBBON CURB DETAIL C5 NO SCALE SECTION A -A OF CONCRETE BILIZATION OF LDERS AS KEQUIKEU NEW CONCRETE SIDEWALK NEW 4" BITUMINOUS PAVEMENT PLACED IN 1/2" PREFORMED CLOSED CELL TWO LIFTS ISOLATION JOINT MATERIAL ITI2" NEW 8" CLASS V ° I SLOPE GUTTER 3/4" 1/2" RADIUS BASE AGGREGATE ,. PER FOOT AS a ` ° REQUIRED FOR NEW PORTLAND CEMENT N POSITIVE DRAINAGE CONCRETE r < � ° M ° REPAIR ALL DISTURBED T 7f ° BITUMINOUS PAVEMENT TO EXISTING SUBGRADE SOIL OR, n�n, Q MATCH EXISTING BACKFILL TO TO BE GRADED C�\J� O ° ° 3" RADIUS AND COMPACTED O a EXISTING BASE AGGREGATE ° NEW CLASS V BASE Opp J AGGREGATE I OnEXISTING SUBGRADE TO BE -' GRADED AND COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS B6-18 CURB & GUTTER DETAIL ADJUSTING RINGS AS NEEDED (4" MINIMU 12" MAXIMUM) STEPS 16" ON — CENTER ON DOWNSTREAM SIDE —NEW BITUMINOUS PAVEMENT —NEW PORTLAND CEMENT CONCRETE RIBBON CURB A _—NEW CLASS V BASE AGGREGATE —SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW BASE AGGREGATE BACKFILL AND COMPACTBIRT IN THE 6"X6" TRENCH AFTER INSERTING STAPLES THROUGH MATERIAL AS AN ALTERNATIVE TO TRENCHING WHEN TOP OF SLOPE IS RELATIVELY FLAT, EXTEND MATERIAL APPROXIMATELY 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL APPROXIMATELY 20" APART / NO SGALE NEW NEENAH 2573-1 INLET FRAME, USE GRATE FROM EXISTING CATCH BASIN PRECAST REINFORCED CONE AND RISER SECTIONS CONFORMING TO ASTM C478. PROVIDE TOP SLAB WHERE TOTAL BUILD DEPTH DOES NOT ACCOMMODATE CONE SECTION 4$„ JOINTS BETWEEN PRECAST SECTIONS SHALL USE O-RING RUBBER GASKETS CONFORMING TO ASTM C443 w 0 NEW Ir PIPE ROW Pipe NEW 6" PRECAST CONCRETE - BASE SLAB °. AS REQUIRED CATCH BASIN /MANHOLE DETAIL NO SCALE NOTES: INSERT STAPLES THROUGH THE BLANKET IN A 6"X6" TRENCH WITH EACH PATTERN OF 3 STAPLES APPROX. 20" APART. MAXIMUM STAPLE SPACING. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL. EROSION CONTROL BLANKET NO SCALE CATEGORY3 EROSION CONTROL BLANKET AT END OF SLOPE, SECURE BLANKET MATERIAL BY INSERTING STAPLES APPROXIMATELY 20" APART THROUGH THE FABRIC 17 NEW CONCRETE DETAIL C5 NO SCALE NEW 5" PORTLAND CEMENT CONCRETE VEW 8" CLASS V 3ASE AGGREGATE EXISTING SUBGRADE SOIL OR BACKFILL TO TO BE GRADED AND COMPACTED 5801 Duluth Street Minneapolis, MN 55422 rovo. Ph.7 Ph. 763-546-3434 INSPEC © 2013 Consultants I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY NE OR OUTER MY DIRECT SUPERVISION AND THAT I AN A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ' TYPED OR PRI A E: CLIFFORD W. B@UAN DATE I R£G ISTRATION NO, 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT_1 CONTENT -2 CONTENT -3 CONTENT_4 DATE: 11-27-13 CLIENT PROJECT No.: BLANKET MATERIAL MUST— 212988 PROJECT MGR: CB DRAWN BY: OVERLAP AT LEAST 6" AND CHECKED BY: BB STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 40" FIELD RUN BOULDERS SCHEDULE 8 CUBIC YDS. AT EACH CURB CUT 15 CUBIC YDS. AT RIBBON CURB PLANNEW 6" - 12" FIELD RUN BLANKET MATERIAL MUST— BOULDERS OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOULDERED STORM DRAIN OUTLET DETAIL BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART NO SCALE CONTRACTOR TO TROWEL IN CONCRETE BETWEEN THE BOULDERS FOR THE FIRST 1.5' TO FIRMLY STABILIZE. NO SGALE NEW NEENAH 2573-1 INLET FRAME, USE GRATE FROM EXISTING CATCH BASIN PRECAST REINFORCED CONE AND RISER SECTIONS CONFORMING TO ASTM C478. PROVIDE TOP SLAB WHERE TOTAL BUILD DEPTH DOES NOT ACCOMMODATE CONE SECTION 4$„ JOINTS BETWEEN PRECAST SECTIONS SHALL USE O-RING RUBBER GASKETS CONFORMING TO ASTM C443 w 0 NEW Ir PIPE ROW Pipe NEW 6" PRECAST CONCRETE - BASE SLAB °. AS REQUIRED CATCH BASIN /MANHOLE DETAIL NO SCALE NOTES: INSERT STAPLES THROUGH THE BLANKET IN A 6"X6" TRENCH WITH EACH PATTERN OF 3 STAPLES APPROX. 20" APART. MAXIMUM STAPLE SPACING. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL. EROSION CONTROL BLANKET NO SCALE CATEGORY3 EROSION CONTROL BLANKET AT END OF SLOPE, SECURE BLANKET MATERIAL BY INSERTING STAPLES APPROXIMATELY 20" APART THROUGH THE FABRIC 17 NEW CONCRETE DETAIL C5 NO SCALE NEW 5" PORTLAND CEMENT CONCRETE VEW 8" CLASS V 3ASE AGGREGATE EXISTING SUBGRADE SOIL OR BACKFILL TO TO BE GRADED AND COMPACTED 5801 Duluth Street Minneapolis, MN 55422 rovo. Ph.7 Ph. 763-546-3434 INSPEC © 2013 Consultants I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY NE OR OUTER MY DIRECT SUPERVISION AND THAT I AN A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ' TYPED OR PRI A E: CLIFFORD W. B@UAN DATE I R£G ISTRATION NO, 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT_1 CONTENT -2 CONTENT -3 CONTENT_4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C5 PRE -2013 STORMWATER AREAS (ACRES) AREA # PERVIOUS IMPERVIOUS # OF ACRES AREA 1 4.61 .77 5.38 AREA 2 4.69 .46 5.15 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 AREA 5 2.94 .04 2.98 AREA 6 2.44 1.46 3.90 AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 AREA 9 - 3.12 3.12 TOTAL 24.18 6.12 30.30 POST -2013 STORMWATER AREAS (ACRES) AREA # PERVIOUS IMPERVIOUS # OF ACRES AREA 1 4.61 .77 5.38 AREA 2 4.69 .46 5.15 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 AREA 5 2.94 .04 2.98 AREA 6 1.81 2.09 3.90 AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 AREA 9 -1 3.12 3.12 TOTAL 23.55 6.75 30.30 AREA # PERVIOUS IMPERVIOUS # OF ACRES AREA 1 4.61 .77 5.38 AREA 2 4.69 .46 5.15 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 AREA 5 2.94 .04 2.98 BARDWELL ACMES / GOLMENHOFF MODY � HILL ROD - - -� MEN ADDN. N86°33'22" __- 0 GA LVE N- PUBLIC RIGHT STREET N TIUTY MENT o I\ 5 x 1063 CHAIN L FENCE N ,063.0 LOT E ]� trof R 1s Aye WELL A S GONG. BO��ARO/ AKE_MINNE ONKA _ I !� w 3 UPERMANENT/ NORTH UNE OF THE SOUTH UARTER OF THE ORTHWE T Y /\ z / ! ROADWAY EASEMENT 6G3 , QUARTER SEC 3, TWP. 116, R. 23 MELODY HILL \` 1062.6 ,062 z x 063.1 3s,Osz.� a CP a \ 0.v _ 40 � �-®A / ^y x 0 234407.13 $Q. FT. � 0 sTENNIS COURTS -=NNIS COURTS c41 x 1062.3 WATERMAIN A N x 1052.3 2 OW 0Se / 2 M=1020.0' / \ // F� 062 s� 1 1 DRIVEWAY EA MENT ."Jo V=1009.1 (V_ // 3 {\\ PER. DOC. N e I BE HMARK rysx: 3 i s 2 = 16975 &1 2 TN =1024.07 ( oo^n Wy 2°q_x \ J < � a P x 1051.6 ? O d,x 1 Use.O 4U / 222 z 10269 oN - - N p23 A G L .\\ .. z R,/ : p2 TREE LINE (TYP.) °s?O F-� I `0 11 CO , p25 \\ J x lost.] x 1051.6 \ ) RCA a ,o h N• i,5 A / w �� 7 _ a 30 ISM T, w 7 ��-INV-/r1�6z9SdSE) \ r`s2 z TE1051.3 0.51. COURTS . YYYLLL"" V;1 2,7 gJ 7.OI W) c GRAVEL opo O k z R a < UITUMI US Cp I \ ! T 1051.2 x 1050.0 o � .�� 1 CT 1 37 p40 RIM 105059 .,y 2013 SWIM POOL"'--RiM= T ADDITION / / o o "Q' X68 °• �,-r11aV=,�?" AREA 7 3.45 - 3.45 PROPOSED PARKING AREA 6 1.20 2.70 3.90 LOT ADDITION AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 AREA 9 - 3.12 3.12 TOTAL 22.94 7.36 30.30 F 2 V c 7 a I X22 !U ro:_. 1035W ;, :. a q : 9 as, / FT./,,T h 37.9 1054.) 2 2) Yp• \ 01 Zo / RD 6. / Q V iI ^ 7.2 F/F=1055.49 / F/F=1055.56 F/F=1055.51 / . 0 y 00 N Y O � .9 -d' 136226.38 SQ. FT. + 7.3 / 1; NV=1046.35(R) RD ry 16.1 (VERIFY) O-- H n 8.7 3 % GGJ,/ /,0- 37.9 i° N F/F=1055.57 3_ - 'f ` x 1053.4 "v 'RIM 10535 IR) ' Ib INV=1049.1 (R) INV-10344(EF) �1,,, (VERIFY)%10.54.9 x 1054.4 8" LAY d''p F/F=1055.66 PROX) D RIM=1054.9 j OVERHANG NV 10473 N) 11 ;NV W) RETAINING WALL INV =1047.0 F/F=1055.61 12 OVERHANG F/F=1058.3 1 L---� 10 1 i nI 1 F/F=1055.68 \ / AA CANOPY STEPS INA MINNETON ME CHOOL WEST t^0. 642 HAZ E B D 0 E LSIOR, M 35.0 EF ( 'sF/F=1055.59 , i_ / 1' -1055 \ 1"Uri El o / z (2 8"RIM=1055.3(($$ nw-/L12)1- F/F=1056.27 INV=1048.4(S n (12)1-5 OVERHANG F/F=1056.26 0.0 w \ 2• 12 1- `F/F=1056.20INV=1046.8 N INV=1045.9 S)) r ( RIM=1050.1 , INV=1045.5`}N) p \ A RIM=1035.1 RETAINING WALL W\HANDRAIL INV=1045.0(S) \� INV=1032.7 INV=1041.1(NW) NV=1033.4 S) F/F=1041.78 SUMP=1040.9 w RIM=1041 RJV=1CABINET 036.7(5) 4. SUMP=1037.2 INV=1038.1 .2 A 10 A n INIV-1039.6 N) 85 5 RIM=1040.8N a INV=1039.4(SW) ' IN -1039.1 Q RIP~'` IN V _ 1036.8 NW) e o I INV=10 RAF 1 35. I NV=1036.6 N) o RIM=1048.216 INV=10369 SE) jl INV 1038.9(7E) D 11 ! 41 3 a INV -1038.9(W) V � 18" P 041?ii N I ^o AIN LINK F 3" 3. u ENCf - - IpsRETgINING WgLL BITUMINOUS =1037 E U. v 4 4,4r``� /� 04 1. -OVERHEAD WIRES 0o I \ FIRE E x 1050.5 � ms,s J POND ELEVATON=1043.57 4/22/06 / STORMWATER60 DRAINAGE AREAS 60 0 120 (5 NORTH SCALE IN FEET r -___.-.'.......-...,..._FOND SOUTH UNE OF THE SOUTHWEST TV x 106" x 6 1061._" - x 1061.5 C6,_0 x 1060.- x ,o6a a RIM=1059 29 STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 uJ Sheet content: x 1060.4 TENNIS COURTS CONTENT -3 m x 1060.6 & DATE: 11-27-13 CLIENT PROJECT No.: A INSPEC PROJECT No.: A 1060.9 CB DRAWN BY: BT CHECKED BY: /P 0 SHT 1 106 . Y FIEKDS 1 ,.4 1 24359.81 SQ. FT. t EXIST RI - 060.16 PLA FIELDS 2- 4- 2- 2" "4"2"2" 4" 2" 6" g v . _.-- « -.-. - BRIM=10 ~' 12"PLASTIC « "-- INV - « _ 139577.01 SQ. FT. _ -J �107 / A IME - Sg \ 6 z U w z J / z m ` U 16 � I 2014 PROPOSED I 1 PARKING LOT ADDITION I 1 / / � -t2-99B4-82- SQ -FT AGLIME 6 SANOBO% � 33 - -- s - --15 -?"CPP p INV=1056.0(SE) ■_,--- `- .`` ----- S87012'20"E 1341.24 ---- 8.5' TRAIL EASEMENT L/ CONC. BOLLARD -i, PER DOC. NO. A419434_ 5801 Duluth Street Minneapolis, MN 55422 too- Ph.763-546-3434 INSPEC 2013 Consultants: I NEARBY CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINN65pTA. SIGNATURE: TYPED 'ON��P/R_IN A E: CLIFFORD W. BUHM N DATE / REGISTRATION NO. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: ee Sheet No.: SHT 1 OF 1 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS iffy �FCHANH QECFIVEn S�Er DEC U61U13 OWNASSEN PUNNING DEPT OWNER: MINNETONKA PUBLIC SCHOOLS 5621 CTY. RD. 101 MINNETONKA, MINNESOTA 55345 CIVIL ENGINEER: I NSPEC, INC. 5801 DULUTH STREET MINNEAPOLIS, MINNESOTA 55422 SURVEYOR: CLARK ENGINEERING 621 LILAC DRIVE MINNEAPOLIS, MINNESOTA 55422 INDICATES APPROX. CONSTRUCTION AREAS DRAWING SCHEDULE SHEET NO. DRAWING NAME COVER SHEET Cl DEMOLITION & EROSION CONTROL PLAN C2 GRADING & DRAINAGE PLAN C3 LAYOUT PLAN C4 LANDSCAPE AND RETAINING WALL PLAN C5 DETAILS MINNETONKA MIDDLE SCHOOL WEST 6421 HAZELTINE BOULEVARD EXCELSIOR, MINNESOTA 55331 N2 \ X46 34969 / 1a'n' 2)e' Ie,24 6 r F 12 � f d ym // tz / h ' r" 1 y / (12)1_5 z V�/ > D / g / BRENDON POND / VICINITY MAP NO SCALE NORTH i 2. Y O E -- -- — -- I SHIVEL Y ADDITION I I / I cn - - r JI U --- S87°12'20'E 1341.24 --- PINEHURST l 2ND ADDITION \ EXCERPTS FROM SWPPP NARRATIVE: CONTRACTOR SHALL INITIATE, PAY FOR, AND ASSIST THE OWNER IN OBTAINING THE NPDES GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL AGENCY WITHIN 24 HOURS OF CONTRACT AWARD. CONTRACTOR SHALL RETAIN THE PERMIT AT THE PROJECT SITE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED AND A NOTICE OF TERMINATION HAS BEEN EXECUTED. GENERAL CONSTRUCTION PROJECT INFORMATION CONSTRUCTION ACTIVITIES: 1. INSTALLATION OF EROSION CONTROL DEVICES. A. SILT FENCE B. ROCK CONSTRUCTION ENTRANCE C. SEDIMENT FILTERS AT STORM SEWER INLETS D. TEMPORARY AND PERMANENT VEGETATION 2. ARRANGE FOR INSPECTIONS AND OBTAIN APPROVAL OF EROSION CONTROL DEVICES AS REQUIRED BY LOCAL AUTHORITIES. 3. INSTALL LANDSCAPING AND PERFORM TURF RESTORATION AND FINAL STABILIZATION. GENERAL SITE INFORMATION LOCATION AND TYPE OF TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP's: 1. SILT FENCE TO BE PLACED DOWN GRADIENT OF AREAS TO BE GRADED PRIOR TO EXCAVATION. 2. CONTRACTOR SHALL VERIFY CONSTRUCTION ACCESS LOCATIONS AND PROVIDE ROCK ENTRANCE AT THESE LOCATIONS. 3. SEDIMENT FILTERED TO BE INSTALLED AT ALL STORM SEWER INLETS WITHIN PROJECT AREA PRIOR TO EXCAVATION, 4. FINAL PLANTINGS AND SODDING IN ALL DISTURBED LAWN AREAS. EROSION PREVENTION PRACTICES 1, CONTRACTOR SHALL DELINEATE AREAS NOT TO BE DISTURBED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. 2. CONTRACTOR SHALL PROVIDE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR ALL EXPOSED SOIL AREAS WITHIN 200 LINEAL FEET OF SURFACE WATER IN ACCORDANCE WITH THE FOLLOWING FRAMES: A. WITHIN 7 DAYS FOR SLOPE STEEPER THAN 3:1 B. WITHIN 14 DAYS FOR SLOPES STEEPER BETWEEN 10:1 AND 3:1 C. WITHIN 21 DAYS FOR SLOPES LESS THAN 10:1 3. STOCKPILED TOPSOIL AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL TEMPORARILY CEASE FOR AT LEAST 14 DAYS, AND WHERE THE SOILS ARE EXPOSED TO POSSIBLE EROSION, WILL BE ESTABLISHED WITH TEMPORARY SEED AND MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. A. TEMPORARY SEEDING SHALL CONSIST OF PERENNIAL RYEGRASS AND ANNUAL WHEAT APPLIED AT A RATE OF 10 LBS PER ACRE AND 20 LBS PER ACRE RESPECTIVELY. B. DISC ANCHORED STRAW MULCH SHALL BE APPLIED AT A RATE OF 4,000 LBS PER ACRE. 4. ALL TEMPORARY SOIL STOCKPILES ARE LEFT INACTIVE FOR PERIODS LONGER THAN 7 DAYS. SEDIMENT CONTROL PRACTICES 1. ESTABLISH SEDIMENT CONTROL PRACTICES ON ALL DOWN GRADIENT PERIMETERS BEFORE UPGRADIENT DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 2. ALL STORM SEWER INLETS WITHIN THE PROJECT AREA MUST BE PROTECTED WITH APPROVED SEDIMENT FILTER DEVICES. 3. TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AND CANNOT BE PLACED IN STORMWATER CONVEYANCE LOCATIONS SUCH AS CURB AND GUTTER SYSTEMS, SWALES, OR DITCHES. 4. CONTRACTOR SHALL PROVIDE ROCK CONSTRUCTION ENTRANCES AT EACH CONSTRUCTION ACCESS LOCATION. 5. PAVED SURFACES AND CITY STREETS ADJACENT TO THE PROJECT AREA MUST BE SWEPT A MINIMUM OF ONCE PER WEEK TO CLEAN UP TRACKED SEDIMENT FROM CONSTRUCTION VEHICLES. 6. INSPECT AND CLEAN STORM SEWER SYSTEMS WITHIN THE PROJECT AREA. REMOVE ANY ACCUMULATED SEDIMENT FROM STORM SEWER STRUCTURES, PIPING, STORMWATER BASINS, ETC. INSPECTIONS AND MAINTENANCE 1. INSPECT EROSION CONTROL DEVICES AND STABILIZED AREAS A MINIMUM OF ONCE PER WEEK AND AFTER EACH RAIN EVENT. A. RECORD INSPECTIONS AND KEEP AN ONSITE LOGIN AN ACCESSIBLE AND SUITABLE LOCATION. 2. INSPECT SILT FENCE, SEDIMENT FILTERS, AT STORM SEWER INLETS, AND OTHER EROSION CONTROL DEVICES FOR TEARS, VERIFICATION THAT FABRIC IS SECURED AND SUPPORT POSTS ARE SOUND, AND TO MONITOR DEPTH OF SEDIMENT. A. CLEAN EROSION CONTROL DEVICES WITHIN 24 HOURS ONCE SEDIMENT REACHES 1/3 THE HEIGHT OF THE DEVICE. 3. ROCK CONSTRUCTION ENTRANCES SHALL BE INSPECTED FOR CLOGGING. REMOVE AND REPLACE ROCK THAT HAS BECOME CLOGGED WITH SEDIMENT. 4. INSPECT DAYLIGHTED PIPE OUTLETS AND RIP -RAP FOR SIGNS OF EROSION OR RILLS. REPAIR ERODED SOILS AND FACILITIES WITHIN 24 HOURS OF DISCOVERY. 5. PAVED SURFACES AND CITY STREETS NEAR THE PROJECT AREA SHALL BE MONITORED DAILY TO IDENTIFY ANY ACCUMULATION OF TRACKED SEDIMENT FROM CONSTRUCTION VEHICLES. A. PAVED SURFACES AND CITY STREETS MUST BE SWEPT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS IF TRACKED SEDIMENT IS DISCOVERED DURING THE DAILY INSPECTIONS. FINAL STABILIZATION 1. CONTRACTOR SHALL PROVIDE MAINTENANCE OF ALL SODDED AREAS UNTIL FULLY ESTABLISHED. 2. CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 3. CONTRACTOR TO REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES ONCE FINAL STABILIZATION HAS BEEN ESTABLISHED AND PERFORM FINAL MAINTENANCE AND FINAL SITE CLEANUP. N 4. CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION TO THE MINNESOTA POLLUTION CONTROL AGENCY WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE D56.20 GENERAL NOTES: EROSION CONTROL NOTES: 1. SITE DATA OBTAINED FROM PARTIAL TOPOGRAPHIC SURVEY PERFORMED BY CLARK ENGINEERING. 1. CONTRACTOR SHALL INITIATE, PAY FOR, AND ASSIST THE OWNER IN OBTAINING THE NPDES GENERAL IVJL JV 0� NE) STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FROM THE MINNESOTA POLLUTION CONTROL 2. LOCATIONS AND SIZES OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY. RIM=1050.14 AGENCY WITHIN 24 HOURS OF CONTRACT AWARD. CONTRACTOR SHALL RETAIN THE PERMIT AT THE o CONTRACTOR RESPONSIBLE FOR VERIFYING ALL UTILITIES AND RESTORATION TO ANY DAMAGED -TE NI 5302A PROJECT SITE UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED AND A NOTICE OF TERMINATION HAS INV=1045.0(S) UNDERGROUND UTILITIES. BITUMINOUS PAVEMENT TO BE RECLAIMED BEEN EXECUTED. 3. CONTRACTOR RESPONSIBLE FOR LOCATING AND PROTECTING ALL PUBLIC AND PRIVATE SITE UTILITIES. 2. INSTALL SILT FENCE PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH DETAIL 4/2 SHEET 2. 4 CONTACT GOPHER STATE ONE CALL AND PRIVATE LOCATOR PRIOR TO EXCAVATION. x 1051.78 MAINTAIN SILT FENCE THROUGHOUT DURATION OF PROJECT. REMOVE SILT FENCE AND RESTORE AFFECTED AREAS SUBSEQUENT TO TURF ESTABLISHMENT AND FINAL STABILIZATION. 4. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES. x 1051.5 FOR VERIFYING 3. INSTALL ROCK CONSTRUCTION ENTRANCES AT ALL CONSTRUCTION VEHICLE ACCESS POINTS PRIOR 5. CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CONSTRUCTION STAKING. TO EXCAVATION TO PREVENT TRACKING OF SEDIMENT ONTO PAVEMENTS. 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS. 4. PROTECT EXISTING STORM SEWER INLETS AND SYSTEMS AGAINST SEDIMENTATION AS A RESULT OF 1051.65 a o DEMOLISHED CONSTRUCTION RELATED DIRT AND DEBRIS. 7. PROTECT EXISTING FACILITIES, UTILITIES, TREES, AND VEGETATION WHICH ARE TO REMAIN. 9:� J X_ 5. PLACE A MINIMUM OF 4" NEW TOPSOIL AND SOD IN ALL DISTURBED LAWN AREAS FOLLOWING FINISH 8. SWEEP SITE PAVEMENTS AND ADJACENT STREETS AT CONSTRUCTION VEHICLE ACCESS POINTS EACH GRADING. 1052.21 WORK DAY. 1 6. MAINTAIN ADJACENT PROPERTY AND STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS 9. PROTECT EXISTING TREES FROM DAMAGE BY THE WORK, UNLESS NOTED TO BE REMOVED AS PART OF ON A DAILY BASIS. STREETS AND SITE PAVEMENTS MUST BE SWEPT A MINIMUM OF ONCE PER WEEK 35.0 THE PROJECT. CONSTRUCT TEMPORARY FENCING SYSTEM AT PERIMETER OF TREES IN WORK AND SITE AND ON AN AS NEEDED BASIS AND AS DIRECTED BY THE CITY. i' .. 4 .� a z..; bt R52': �.. .O ^.OJ'.. .9 (' 5 .. ACCESS AREAS. PLACE FENCING AT DRIP LINE OF OUTERMOST TREE BRANCH AREAS AND REMOVE v 1052.8 Cil 1 ,, UPON COMPLETION OF THE WORK. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING SWPPP INSPECTIONS AND QVERH7�MG :4. .. q` 4.1053,21 MAINTAINING INSPECTION LOGS. 10. LIMIT AND CONTROL VEHICLE AND EQUIPMENT ACCESS ON EXISTING BITUMINOUS PAVEMENT SYSTEMS. , 444 CONTRACTOR IS REQUIRED TO RESTORE ALL PAVEMENT SYSTEMS DAMAGED DURING THE PROJECT. 8. ALL EXPOSED SOILS MUST BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 11. ALL ELEVATIONS SHOWN/NOTED ARE EXISTING UNLESS NOTED OTHERWISE. BACKSTOP \, 9. PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF SUITABLE, FAST-GROWING DENSE 4 GRASS -SEED MIX SPREAD AT 1.5 TIMES THE USUAL RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE PAST THE GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED 053.0 OF PERENNIAL GRASSES. 1"-T CLEAN CRUSHED ROCK 's , G so, o M ti � <FticrN ""Ocr'9 0 6"MIN.DEPTH FOR ROCK 'QItCO Oq 10"MIN.DEPTH FOR WOODCHIPS A'p s 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC �UZN M N�M�M 20 NOTE: `ILIeR FABRIC SHALL HE PLACED UNDER ROCK TO STOP MUD MhRATON THROUGH ROCK_ aff oF a ROCK CONSTRUCTION am= ENTRANCE ENTRANCE RenscD: 1-1D ENGINEERING DEPARTMENT I " N➢: 5301 FlLF NOIRE: C: VENC SPECS SJOi w KIM-IUJ5.15 „ 1NLIrVIVIAG WALL W\HANDRAIL INV=1032.7 NW� `,, 2., 12 0 13.4 w INV=1033.4�S) \" 10' 1- /F=1 12" X46 \ \ x1o4o.s6 12„ ��`� RIM=1041.54 z 3 1035.78x 17.1 INV=1038.8 S) 0 E2 12'CLAY INV=1038.2�NE) z C) x1o3s.41 \ 2 SUMP=1037.3 0 L k�Qx 0) Ln W 1I - :5i CN � O W CD L }r:l` (V O 0 CV J Z \ 2.4 1052.60 Ln LL Y a_ LL GR o t/1 D_ Z = o D .� . .� 1055.50 I G U-)8> Jy D' O o ] 8.4 N o x F/F=1056.26 4. ELI 20.0 I- Q II C) o X24.3 12.04 t ); . C_ I - m\ Q o - 6> Ds 8 m RIM=1052.01 x '. INV=1046.8(N) EACH RAIN EVENT AND REPLACE IF FILTER IS IVJL JV 0� NE) A. w•.. INV=1045.9 S) RIM=1050.14 SEDIMENT TRAP o INV=1045.5(N) -TE NI 5302A APPROX. AREA OF EXIST. INV=1045.0(S) o o v BITUMINOUS PAVEMENT TO BE RECLAIMED INV=1041.1(NW) BASE AGGREGATE TO BE REGRADED AND NEW BASE 18° 4, 4 CABINET x 1051.78 AGGREGATE AS REQUIRED CONTRACTOR RESPONSIBLE 1051.47 x 1051.5 FOR VERIFYING a ¢ m' m o ii AREA TO BE REMOVED/COMPLETELY AREA WHERE SHRUBS, VEGETATION, AND SOILS TO BE REMOVED/REGRADED. 1051.65 a o DEMOLISHED 105 9:� J X_ COMPLETELY REMOVED 1052.21 1 N 35.0 ... L' .4.' � EL i' .. 4 .� a z..; bt R52': �.. .O ^.OJ'.. .9 (' 5 .. .: y. .. v 1052.8 Cil 1 ,, .l1 40.7 QVERH7�MG :4. .. q` 4.1053,21 p' 16.8 ,n , 444 5 x 1053.07 ..14+, BACKSTOP \, 4 F/F=1055.66 35.9 �: 053.0 DS 0 RIM=1054.27 .. . 10.8CO �'I 052.66 1 2.91 a 1052.68 29.8 INV=1048.8-- / I \/ C x N 1 4 1 z APFkhOX. END OF ,..`+ DS X // , / EXIST. CURB AND r> Ds o GU_ftER REMOVAL ®5 ,79x 0O I Irn J I C -j 2.3, 6' 1052.23 L k�Qx 0) Ln W 1I - :5i CN � O W CD L }r:l` (V O 0 CV J Z \ 2.4 1052.60 Ln LL Y a_ LL GR o t/1 D_ Z = o D .� . .� 1055.50 I G U-)8> Jy D' O o ] 8.4 N o x F/F=1056.26 4. ELI 20.0 I- Q II C) o X24.3 12.04 t ); . C_ I - m\ Q o - 6> Ds 8 m O v/RIM=1 048.82 • •. �. o •'••i • 8 • < • : • • •• • : • • 4 SW• s • • • • CD 0 oLi INV=1 • : • 0038.• •, n 74.7 Iq •- .r . o.. CN •' � ��'� � '��t ! � � rr err I 1��•�i�„\.•��.�� 1��\A��\1w��\Alf,\��\,e--h.A\\e..-R-�n�\\�.e�\\-...-.`�..��u� __A�� I o GATE x y RIM=1052.01 x INV=1046.8(N) EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. INV=1046.0 NE) 5 INV=1045.9 S) RIM=1050.14 SEDIMENT TRAP o INV=1045.5(N) -TE NI 5302A APPROX. AREA OF EXIST. INV=1045.0(S) o o v BITUMINOUS PAVEMENT TO BE RECLAIMED INV=1041.1(NW) BASE AGGREGATE TO BE REGRADED AND NEW BASE SUMP=1040.9 F- rn CABINET 4.3 O v/RIM=1 048.82 • •. �. o •'••i • 8 • < • : • • •• • : • • 4 SW• s • • • • CD 0 oLi INV=1 • : • 0038.• •, n 74.7 Iq •- .r . o.. CN •' � ��'� � '��t ! � � rr err I 1��•�i�„\.•��.�� 1��\A��\1w��\Alf,\��\,e--h.A\\e..-R-�n�\\�.e�\\-...-.`�..��u� __A�� I o GATE x y x 1055.30 x 1052.70 DEMOLITION PLAN 0 15' 30' 60' NORTH SCALE: 1" = 30'-0" a M 0 GAP AS .`A -- x 1051.88 1053.27 KEYED NOTES: O INSTALL SILT FENCE PRIOIR TO CONSTRUCTION START. O2 REMOVE EXIST. CURB AND GUTTER. O REMOVE EXIST. VEGETATION. SOILS, AND PAVEMENT AS NECESSARY. ® REMOVE EXIST. SHRUBS,ROOTS, VEGETATION, SOILS, AND DEBRIS AS REQUIRED. Q5 RECLAIM EXIST. BITUMINOUS PAVEMENT. © REMOVE EXIST. BITUMINOUS PAVEMENT AND BASE AGGREGATE TO EXIST. PIT. O REMOVE EXIST. CONCRETE BLOCK BUILDING AND PAD. ® REMOVE EXIST. BITUMINOUS PAD. O REMOVE EXIST CONCRETE SIDEWALK AND ACCESSIBLE RAMP (APPROX 10 SQ. YDS). 10 REMOVE EXIST. METAL POST 11 SALVAGE EXIST. PIT. 1© CONSTRUCT ROCK CONSTRUCTION ENTRANCE THIS LOCATION. 13 REMOVE BOLLARDS AND RELOCATE EXIST. FIRE HYDRANT (SEE LAYOUT PLAN). 14 PROVIDE INLET PROTECTION FOR ALL STORM CATCH BASINS. 15 REMOVE AND REINSTSLL EXIST. FENCE AS REQUIRED. 16 SAWCUT EXISTING BITUMINOUS PAVEMENT AND REMOVE. 1© CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS. 1058.87 x 1053.31 + �CQ j' I x' RIM=1053.77 INV=1047.4(NE) \ NNV=1049.1(S),�' 3.22y11 n <4 APPROXIMATE N) < CONSTRUCTION LIMITS I 93 i I a I � 1058.05 x 1058.59 I I � K 1058.Oa I i --1GAS _ I \ x 1058.21 5\ 056.56 x 1052.39 x x 1052.60 1052.36 APPROXIMATE CONSTRUCTION LIMITS x 1050.34 r, ,,_vT MANUFACTURED BY WIMCO L C.SHAKOPEE, MN., ESS BROS., CORCORAN. MN_ OR EQUAL PECIFICADON>" AND STANDARDS DESIGN (OAOS 1-1 IT'.. E ./. "/A ' s _ wu F_ me awl `.oue" me rt rnrtxl 117 sr. cFFs .I H- (\!O(_i EL CG23 OenrCOR Pur[ OIERFIOw I - CENTER OF fk TER tS EM Y �MRnOW 2 - TOP OF CW BON IO' RLXR ASSEWr RICH -FLOW FABRIC- 1052.75 x APPROXIMATE 1056.18 x 1057.92 x 1_ CLLAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 1057.04 RE1ACVF 5 CONSTRUCTION LIMITS CATCH BASIN SEDIMENT TRAP o ENGINEERING DEPARTMENT -TE NI 5302A APPROX. AREA OF EXIST. o o v BITUMINOUS PAVEMENT TO BE RECLAIMED BASE AGGREGATE TO BE REGRADED AND NEW BASE F- rn AGGREGATE AS REQUIRED CONTRACTOR RESPONSIBLE Z E FOR VERIFYING a ¢ m' m o ii AREA TO BE REMOVED/COMPLETELY AREA WHERE SHRUBS, VEGETATION, AND SOILS TO BE REMOVED/REGRADED. a o DEMOLISHED ALL ROOTS TO BE X_ COMPLETELY REMOVED N x 1055.30 x 1052.70 DEMOLITION PLAN 0 15' 30' 60' NORTH SCALE: 1" = 30'-0" a M 0 GAP AS .`A -- x 1051.88 1053.27 KEYED NOTES: O INSTALL SILT FENCE PRIOIR TO CONSTRUCTION START. O2 REMOVE EXIST. CURB AND GUTTER. O REMOVE EXIST. VEGETATION. SOILS, AND PAVEMENT AS NECESSARY. ® REMOVE EXIST. SHRUBS,ROOTS, VEGETATION, SOILS, AND DEBRIS AS REQUIRED. Q5 RECLAIM EXIST. BITUMINOUS PAVEMENT. © REMOVE EXIST. BITUMINOUS PAVEMENT AND BASE AGGREGATE TO EXIST. PIT. O REMOVE EXIST. CONCRETE BLOCK BUILDING AND PAD. ® REMOVE EXIST. BITUMINOUS PAD. O REMOVE EXIST CONCRETE SIDEWALK AND ACCESSIBLE RAMP (APPROX 10 SQ. YDS). 10 REMOVE EXIST. METAL POST 11 SALVAGE EXIST. PIT. 1© CONSTRUCT ROCK CONSTRUCTION ENTRANCE THIS LOCATION. 13 REMOVE BOLLARDS AND RELOCATE EXIST. FIRE HYDRANT (SEE LAYOUT PLAN). 14 PROVIDE INLET PROTECTION FOR ALL STORM CATCH BASINS. 15 REMOVE AND REINSTSLL EXIST. FENCE AS REQUIRED. 16 SAWCUT EXISTING BITUMINOUS PAVEMENT AND REMOVE. 1© CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS. 1058.87 x 1053.31 + �CQ j' I x' RIM=1053.77 INV=1047.4(NE) \ NNV=1049.1(S),�' 3.22y11 n <4 APPROXIMATE N) < CONSTRUCTION LIMITS I 93 i I a I � 1058.05 x 1058.59 I I � K 1058.Oa I i --1GAS _ I \ x 1058.21 5\ 056.56 x 1052.39 x x 1052.60 1052.36 APPROXIMATE CONSTRUCTION LIMITS x 1050.34 r, ,,_vT MANUFACTURED BY WIMCO L C.SHAKOPEE, MN., ESS BROS., CORCORAN. MN_ OR EQUAL PECIFICADON>" AND STANDARDS DESIGN (OAOS 1-1 IT'.. E ./. "/A ' s _ wu F_ me awl `.oue" me rt rnrtxl 117 sr. cFFs .I H- (\!O(_i EL CG23 OenrCOR Pur[ OIERFIOw I - CENTER OF fk TER tS EM Y �MRnOW 2 - TOP OF CW BON IO' RLXR ASSEWr RICH -FLOW FABRIC- SCG -2J HIGH-FLGW \�/ NOTES: 1_ CLLAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. CB RE1ACVF FROM RL(;Er',ACLE AFTLR EACH RAIN EVFNI. 4111 ]G21) CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT -TE NI 5302A LITE NAME: G:BENG SPECS 5J0'2A x 1058.80 x 1059.19 x 1058.39 APPROXIMATE x CONSTRUCTION LIMITS x 1058.37 1058.46 - SE) 5.9 W) x 1057.60 K FENCE TV 11�-- .. ., v v LINE (TYP1pss. x1055.42 r` 1050.98 x 1049.74 --------- S87012'20"E 1341.24 105 5801 Duluth Street Minneapolis, MN 55422 r000l Ph.7 Ph. 763.546.3434 INSPEC (KD 2013 Consultants: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER OTHER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: TYPED DRFBI LOLE: CLIFFORD W. BOR M(A.N DATE ((n O (.� REGISTRATION No. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C1 KEYED NOTES: O NEW 6" HDPE PERFORATED PIPE. APPROX. 123 L.F., SLOPED AT 0.5% TO NEW CB/MH #1 INV. ELEV. INTO NEW MH 1039.4 0 NEW CB/MH #1, TOP OF RIM = 1043.0 INV. ELEV. 12" PIPE OUT OF NEW CB/MH #1 = 1039.0 SLOPED AT 3% TO EXIST. MH, BOTTOM OF NEW CB/MH #1 = 1037.0 O3 NEW 12" HDPE DW PIPE CONNECTED TO EXIST. MANHOLE APPROX. 12 L.F. ® ADJUST ALL EXIST. MANHOLES AS NECESSARY.. O5 TOP OF NEW LONG JUMP RUNWAY TO MATCH TOP OF EXIST. PIT. © NEW LONG JUMP RUNWAY AND PAD TO BE UNIFORMLY CROSS -SLOPED AT 2% FOR POSITIVE DRAINAGE. O7 THE NEW BIO -FILTRATION CELL IS TO BE CONSTRUCTED AS THE LAST PHASE OF THE PROJECT. AFTER FINE GRADING ALL DISTURBED TURF AREAS SHALL BE TILLED AND RESTORED WITH 6" NEW BLENDED TOPSOIL AND SOD UNLESS NOTED OTHERWISE. BIO -FILTRATION SWALES SHALL BE RIPPED/AERATED TO A MINIMUM DEPTH OF 24" AND SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING. I 3 Lh N RIM=1035.1 I IN V=1032.7 INV=1033.4 w \135 on o 1Cm 1 X40 C — ='IU4 INV— 39, INV -10 h T o` WER U GQC 0 a F ENCS a /N/NC byALL 0 o )--HW— d7—A N 0 00 L cc H � a'S C �m m a- � y a � m IL o> � o �N ;a r T- ® CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE BIO -FILTRATION CELL AREAS.. • INDICATES NEW TOP OF PAVEMENT SPOT ELEVATIONS. "N" INDICATES NEW TOP OF PAVEMENT ELEVATION, ALL OTHER ELEVATIONS ARE EXIST. UNLESS NOTED OTHERWISE. --------- — — — — ' i SANDBOX -- -- -- _- — — I \ I IVI— I UJ I .UJ INV=1056.0 SE) INV -1055.9 W) 5801 Duluth Street - Minneapolis, MN 55422 Ph. 763-546-3434 INSPEC © 2013 Consultants: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY M£ OR UNDER MY OIR£CL SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SI: TYGNPEATUREB 1OIRPIR�Iti A E: CLIPPORD W. BUHMAN 1- OATS PFGI.STRATION W. 17099 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 FIRE HY NT \-- 1 - — ` _ DATE: 11-27-13 CLIENT PROJECT No.: _ END(�N S87°�2'20"E 1341.24 INSPEC PROJECT No.: ztzsss NL PROJECT MGR: CB DRAWN BY: BT SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST I CHECKED BY: BB GRADING AND DRAINAGE PLAN I QUARTER SEC 3, TWP. 116, R. 23 0 15' 30' 60' Sheet No.: C2 SCALE: 1" = 30'-0" KEYED NOTES: O1 CONSTRUCT NEW 136-18 CURB AND GUTTER (APPROX. 20 L.F.) 11 NEW BITUMINOUS PAVED PAD (APPROX. 223 SQ. YDS.) O2 CONSTRUCT NEW SURMOUNTABLE CURB (APPROX. 905 L.F.) 12 NEW BITUMINOUS PAVED RUNWAY (APPROX. 40 SQ. YDS.) O3 CONSTRUCT NEW RIBBON CURB (APPROX. 12 L.F.) 13 AREA TO BE GRADED AND INFILLED WITH NEW PORTLAND CEMENT CONCRETE ® CONSTRUCT 6' WIDE CONCRETE CURB CUTS (5 TOTAL). SLOPE 14 DASHED LINE INDICATES APPROX. EDGE OF RECLAIMED. BITUMINOUS 1% MINIMUM TO DRAIN INTO NEW BIO -FILTRATION CELL, 8 CUBIC PAVEMENT. YARDS NEW FIELD RUN BOULDERS AT EACH CURB CUT. 15 END OF 6/C5, TRANSITION TO 7/C5. O SAWCUT EXIST. PAVEMENT, NEW PAVEMENT TO MATCH EXIST. 16 END OF VC5, TRANSITION TO NEW ACCESSIBLE RAMP. © CONSTRUCT NEW RETAINING WALL, APPROX. 956 SQ. FT. 17 TRANSITION NEW ACCESSIBLE RAMP AND SIDEWALK TO MATCH EXIST. O7 RECLAIM EXISTING BITUMINOUS PAVEMENT (APPROX. 5885 SQ. YDS.) SIDEWALK AND CURB AND GUTTER. 18 TRANSITION NEW CURB AND GUTTER TO MATCH EXISTING. ® NEW BITUMINOUS PAVEMENT (APPROX. 1810 SQ. YDS.) O9 RELOCATED FIRE HYDRANT. (APPROX 6' BEHIND NEW CURB AND GUTTER) 10 NEW CONCRETE SIDEWALK AND ACCESSILBLE RAMP (APPROX 10 SQ. YDS.) INDICATES NEW PAVEMENT. r i� 4„ 4� -- 44 3„ - 5„ 5„ 4 A, / 4.+1 •+, .14.,1 , .. yv4. 4. / i i / 4,4 554 ..h •t 4.. +4 / / / •o x 444 Xv '` i;;� 12�� .A181, :« 4 / �/ l.1 , / 4 05 •. 5 TRANSITION TO MATCH EXIST. 15' 17 CURB AND GUTTER AND SIDEALK 17 W 5 16 N , X / 4 21` 10 4 0 16 8 — — — — — — 6 12 — — — - C5 I (2)18„ 2" 2" 2., 3" 2 n I �2» 3„ j A. 2" 2„ -< 7IF2" 2» TERTXR 2» 2„ 2" � 2 C5' G5 .. / L� 32„ O c s� m N a �2 a: o� ® ® 1 �% ® I� 6 C5 C5 C5 %//////%//i, Emma LAYOUT PLAN / 0 15' 30' 30' i SCALE: 1" = 30'-0" (b NORTH 313' C5 50' -__---- S87012120"E 1341.2' ropoo5801 Duluth Street Minneapolis, MN 55422 - Ph.7 Ph. 763.546.3434 INSPEC C 2013 Consultants: Signature: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR [RIDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT_3 CONTENT -4 DATE: SIGNAT[IRE: TYPED OR PRI REST CLF GORp W. HUNMAN STRATIONDATE 07/0 NO. 10099 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: Issues and revisions: DRAWN BY: ISSUE LEVEL/ REVISION: DATE: No.: BB Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT_3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C3 i KEYED NOTES: \\41 O1 INSTALL NEW EROSION CONTROL BLANKET WITH SEED TO BE MNDOT25-121 AT 61# PER ACRE. r - - - - - ` HH ELEC O2 INSTALL NEW EROSION CONTROL BLANKET WITH SEED TO BE MNDOT 260 AT 125# PER ACRE. 8 O THE NEW BIO -FILTRATION CELL IS TO BE CONSTRUCTED AS THE / \ LAST PHASE OF THE PROJECT. AFTER FINE GRADING, ALL f DISTURBED TURF AREAS SHALL BE TILLED AND RESTORED WITH 6"�/ NEW BLENDED TOPSOIL AND SOD UNLESS NOTED OTHERWISE. 1 BIO -FILTRATION SWALES SHALL BE RIPPED/AERATED TO A MINIMUM i DEPTH OF 24" AND SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING. - ® CONSTRUCTION EQUIPMENT IS NOT TO BE TRACKED OVER THE NEW BIO -FILTRATION CELL AREAS. MATERIALS SHALL NOT BE STOCKPILED IN THIS AREA. EROSION CONTROL SHALL BE MAINTAINED AND CONSTRUCTION SHALL BE PERFORMED SUCH 6' THAT SEDIMENT DEPOSITION DOES NOT OCCUR IN THE \ BIO -FILTRATION CELL AREAS. ii 6' 50 NEW RETAINING WALL (SEE PLAN SHEETS 2.3. AND 5) 5 " „ 2, (12)1 5" 5 2 8, 3 2„ (9)3-5' 7" *12' -- 6' g 12" (12)1-3" 6 \ N — — — — 2 (2)4 � 5 8 2 „ „�� 12 _ 12" 10 \ 2„ \ 2„ 12 I I 105049 10" 12" 12" Q \ % � WATERTOWER ` 2„ — _r 49^� 2" 13 — J 3 � �2„ CS — 15 — _-1043 N I -- -1044 N- - — — — — — — -------- / 3 10464N N - 44 --i� N -- _ I. 1048. APPROXIN GRADE AT BASE OF WALL LANDSCAPE PLAN 0 15' 30' 30' SCALE: 1" = 30'-0" APPROXIMATE TOP OF WALL 1052.0 048.00 NORTH .ncn an 13 APPROXIMATE TOP OF WALL 1 n5.3 ..9n =Van —x— in ;;'K an 0 --- -" 1052.50 1 nA0 nn APPROXIMATE GRADE AT BASE OF WALL NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. WALL ELEVATIONS 0 5' 10' 20' SCALE: 1" = 10'-0" b NORTH APPROXIMATE GRADE AT BASE OF WALL APPROXIMATE TOP OF WALL 1052.25 052.25 1048.00 1048.00 APPROXIMATE - GRADE AT BASE OF WALL -------- S870122011E 1341. 1049.50 1048.00 5801 Duluth street Minneapolis, MN - 55422 Ph. 763.546-3434 INSPEC © 2013 MINNEAPOLIS I MILWAUKEE I CHICAGO I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR ARIGHT WAS PREPARED BY ME OR UNDER MY DIRECT .SUPERVISION AND THAT I AM A DULY LICENSE➢ ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. s1cNA;vae: TYPE. OR PRI E; CLIFFORD W. BOHMAN DATE REGISTRATION NO. 17099 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C4 APPROXIMATE GRADE AT BASE OF WALL NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. WALL ELEVATIONS 0 5' 10' 20' SCALE: 1" = 10'-0" b NORTH APPROXIMATE GRADE AT BASE OF WALL APPROXIMATE TOP OF WALL 1052.25 052.25 1048.00 1048.00 APPROXIMATE - GRADE AT BASE OF WALL -------- S870122011E 1341. 1049.50 1048.00 5801 Duluth street Minneapolis, MN - 55422 Ph. 763.546-3434 INSPEC © 2013 MINNEAPOLIS I MILWAUKEE I CHICAGO I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION, OR ARIGHT WAS PREPARED BY ME OR UNDER MY DIRECT .SUPERVISION AND THAT I AM A DULY LICENSE➢ ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. s1cNA;vae: TYPE. OR PRI E; CLIFFORD W. BOHMAN DATE REGISTRATION NO. 17099 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: C4 NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. WIRE FENCING PER HENNEPIN COUNTY CONSERVATION DISTRICT EROSION AND SEDIMENT CONTROL MANUAL. MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE AND BACK FILL. 5. POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC, POSTS MAY BE SPACED UP TO 8 FEET APART. 6. REMOVE SILT FENCE AND RESTORE ALL AFFECTED AREAS AFTER TURF IS ESTABLISHED, BUT NOT BEFORE APPROVAL FROM ENGINEER. F DtRECoFF p •W FyUN, I `II z T- POST 04 1 SILT FENCE DETAIL EXISTING SOIL CS NO SCALE BACKFILL WITH NEW TOPSOIL AND SEED (MNDOT 25-121 AT 61#/ACRE AT ALL DISTURBED AREAS 12" 1, iS - �� °- I SLOPEgLOPE 3 LO G ° O Iil 4 4 r_� RAD° SURMOUNTABLE INPUT s CONCRETE CURB DETAIL Cj NO SCALE ri-� PAVEMENT/RECLAIM DETAIL C5 NO SCALE NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS BACKFILL WITH NEW TOPSOIL AND SOD AT ALL DISTURBED AREAS 1, 12" SLOPE 3/4" PER 4. 4 FOOT LO d a --------� n 4 4 CY) 4 RAD:a Q. 4 . _ v SLOPE GUTTER 3/4" SUBGRADE FINISH SURFACE PER FOOT AS a ` , REQUIRED FOR :h bzz Nr a., . • } PROJECT MGR: LONG SWEEP RADIUS OR TWE } TSR BT [�3 EQUIVALANT RADIUSED j ==1 VIII VIII VIII— REPAIR ALL DISTURBED FITTINGS SDR 26 0R HEAVIER M. 8I CkxtNtl lV l ANV/ • .• SECTION AND COMPACTED BACKFILL EXISTING BASE AGGREGATE 111 _1°�� VIII I -Ii 11 -- o�oO�o�oO�oOpO -I • r0�/�� o�oO�o�oU o�oO A In Lu — OUTSIidi f9ii N/,�� b�S�o •7�y�,�1431 h/,yfwY3i ��Co yrs pAy i�SVv�i4vi �q�7`':F'^��%is'FJS�Vi�'�C""Yi��v0`,�� ,� • O� b� 01 %� �s Ohm SSSS 0� rfi1 SOLID WALL PVC PIPE, ASTM NO SCALE IA. OF PI yS<I �� tia� • 3034 SDR 26 OR HEAVIER, - • L11:"s/ t 5xYbr VIII= l l VIII— - .��i,N.'Fr/f�.vi�'G'�Ji�W�/A,��:iy��/�`�%f�J7�: 'a1.�.%� J^ SSS .aviro Otim .c4.,✓/1� GSS ��q:•`^ iSro.- CONNECTED TO DRAIN TILE '� • • • ^}}< yi' B6-18 CURB & GUTTER DETAIL W 0_ Z " �Y•!q� � >�Ym�fm,�. "�t' i�°" �m:J Rapp tia'W.'a 0 COMPACTED SAND :1 d 4: CONFORMING TO MN/DOT AS REQUIRED C N BASIN_/MANHOLE DETAIL 3149 1 SILT FENCE DETAIL EXISTING SOIL CS NO SCALE BACKFILL WITH NEW TOPSOIL AND SEED (MNDOT 25-121 AT 61#/ACRE AT ALL DISTURBED AREAS 12" 1, iS - �� °- I SLOPEgLOPE 3 LO G ° O Iil 4 4 r_� RAD° SURMOUNTABLE INPUT s CONCRETE CURB DETAIL Cj NO SCALE ri-� PAVEMENT/RECLAIM DETAIL C5 NO SCALE NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS BACKFILL WITH NEW TOPSOIL AND SOD AT ALL DISTURBED AREAS 1, 12" SLOPE 3/4" PER 4. 4 FOOT LO d a --------� n 4 4 CY) 4 RAD:a Q. 4 . 10 PIPE BEDDING DETAIL CS NO SCALE NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO GRADE SOILS BEHIND WALL BE PAID FOR BY THE CONTRACTOR. TO A MAXIMUM SLOPE OF 3:1. PLACE EROSION CONTROL BLANKET AND SEED IN DISTURBED AREA. IMPERVIOUS FILL, 12" DEEP _ v SLOPE GUTTER 3/4" SUBGRADE FINISH SURFACE PER FOOT AS a ` , REQUIRED FOR :h bzz Nr a., . • } PROJECT MGR: LONG SWEEP RADIUS OR TWE } TSR BT [�3 EQUIVALANT RADIUSED j ==1 VIII VIII VIII— REPAIR ALL DISTURBED FITTINGS SDR 26 0R HEAVIER f { I t 8I CkxtNtl lV l COMPACTED A ° ^ ,!i " SECTION AND COMPACTED BACKFILL EXISTING BASE AGGREGATE 111 _1°�� VIII I -Ii 11 -- o�oO�o�oO�oOpO -I 48" o�oO�o�oU o�oO A In Lu — OUTSIidi Hit SOLID WALL PVC PIPE, ASTM NO SCALE IA. OF PI EXISTING 3034 SDR 26 OR HEAVIER, - • L11:"s/ t 5xYbr VIII= l l VIII— - SUBGRADE SOIL CONNECTED TO DRAIN TILE '� • • • ^}}< yi' B6-18 CURB & GUTTER DETAIL W 0_ Z " NEW PIPE NEW 6" PRECAST CONCRETE 0 COMPACTED SAND :1 d 4: CONFORMING TO MN/DOT AS REQUIRED C N BASIN_/MANHOLE DETAIL 3149 NEW 6" HDPE PERFORATED -R SOCK U u O NEW STORM SEWER 71 Z PIPE NO .10 5 I rr 1) TRENCHING TO MEET O.S.H.A. 's IIIDtlki IIU Itis REQUIREMENTS. 10 PIPE BEDDING DETAIL CS NO SCALE NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF MANUFACTURER'S RETAINING WALL DESIGN, INCLUDING STRUCTURAL REINFORCEMENT, CERTIFIED BY A MINNESOTA PROFESSIONAL ENGINEER PRIOR TO INSTALLATION. PREPARATION AND CERTIFICATION TO GRADE SOILS BEHIND WALL BE PAID FOR BY THE CONTRACTOR. TO A MAXIMUM SLOPE OF 3:1. PLACE EROSION CONTROL BLANKET AND SEED IN DISTURBED AREA. IMPERVIOUS FILL, 12" DEEP COURSE SHALL BE 4" MIN. BELOW FINISHED GRADE NEW BASE AGGREGATE 14 SEGMENTAL RETAINING WALL DETAIL NO SCALE SURMOUNTABLE OUTPUT CONCRETE CURB DETAIL CS NO SCALE 11 DRAIN TILE CLEANOUT CS NO SCALE NEW 4" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) RECLAIMED BITUMINOUS/AGGREGATE BASE RECLAIMED BITUMINOUS/BASE AGGREGATE AND NEW BASE AGGREGATE AS REQUIRED ADDITIONAL 12" SUBGRADE CORRECTION AS DETERMINED BY ENGINEER EXISTING SUBGRADE SOIL SUBGRADE CORRECTION DETAIL NO SCALE AS REQUIRED TO BE DETERMINED DURING CONSTRUCTION FINISHED SURFACE PER LANDSCAPE PLAN NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS 1 BITUMINOUS PAVEMENT DETAIL NO SCALE 2' a RIBBON CURB DETAIL CS NO SCALE RIPRAP� NEW - BOULDERS CAST IRON VALVE BOX ASSEMBLY WITH DROP LID. SET TOP OF ASSEMBLY 1/2" BELOW FINISH GRADE NONWOVEN GEOTEXTILE FABRIC SECTION A -A AGGREGATE 7 1� BACKFILL NEW NON -WOVEN GEOTEXTILE-`J�j��/--�� )��/1 MNDOT TYPE 1 r UNDERGROUND GRAVEL BLANKET - CONSISTING OF V-1.5" DOUBLE WASHED STONE OR 1/4"-1/2" WASHED CD RIVER RUN PEA GRAVEL NEW PLANT MEDIUM WITH A WELL BLENDED MIXTURE OF 30% WASHED SAND (AASHTO M-6 OR ASTM C-33), 35% PULVERIVED HYPNUM PEAT OR LEAF LITTER COMPOST (MNDOT GRADE 2), AND 35% PULVERIZED TOPSOIL TOP OF GRADE ELEVATIONS PER GRADING PLAN SEED TO BE MNDOT 25-141 NEW EROSION CONTROL AT 59# PER ACRE AT BOTTOM BLANKET AND SEED OF CELL (CONTOUR 1042.00). ALL OTHER AREAS TO BE SEEDED OTTOM OF WITH MNDOT 25-121 AT 61# CELL ELEV. PER ACRE NEW CLEANOUT 1042.00 (SEE DETAIL 11/C4) ., ' '-. --�'. `:: "'" UNDERDRAIN GRAVEL BLANKET CONSISTING OF 1"-1.5" ao-1 (: v,..-;- $116 DOUBLE WASHED STONE OR 1/4" TO 1/2" WASHED RIVER NOTE: NEW 6" RUN PEA GRAVEL. MINIMUM BOTTOM OF BIO -FILTRATION CELL (CONTOUR 1042.0 SHALL PERFORATED OF 3" ABOVE AND BELOW PIPE, WRAPPED IN BE RIPPED/AERATED TO A MINIMUM DEPTH OF 24" ANDHDPE PIPE NON -WOVEN GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING 15 NEW BIO -FILTRATION CELL DETAIL NO SCALE OF CONCRETE BILIZATION OF LDERS AS KEUUIKEU NEW CONCRETE SIDEWALK NEW 4" BITUMINOUS PAVEMENT PLACED IN 1/2" PREFORMED CLOSED CELL TWO LIFTS ISOLATION JOINT MATERIAL 6"2' VEW 8" CLASS V _ v SLOPE GUTTER 3/4" 1/2" RADIUS 3ASE AGGREGATE PER FOOT AS a ` , REQUIRED FOR :h bzz Nr a., . • } PROJECT MGR: CV POSITIVE DRAINAGE } TSR BT 7' SECTIONS CONFORMING TO ASTM C478. DOWNSTREAM SIDE 4 ('7 r- d . 1- REPAIR ALL DISTURBED EXISTING DE SOIL OR '.41 oo�000 3' RADIUS t1•: BITUMINOUS PAVEMENT TO MATCH EXISTING TO TO B BACKFILL TO TO BE GRADED A ° ^ ,!i " SECTION AND COMPACTED OQ�CQ a° a ° ° " EXISTING BASE AGGREGATE OOO�CS7 O�CQ V V VO�C4UO�CiV�� O # NEW CLASS V BASE o�oO�o�oO�oOpO AGGREGATE 48" o�oO�o�oU o�oO A In Lu Hit EXISTING SUBGRADE TO BE NO SCALE j.GRADED 4' ANA" AND COMPACTED PRIOR - • L11:"s/ t 5xYbr S Z) }wIl i$,tA :i4 Y Sqk `KUYt}>};?Y '� • • • ^}}< yi' B6-18 CURB & GUTTER DETAIL W 0_ NEW PIPE FLOW NEW PIPE NEW 6" PRECAST CONCRETE COURSE SHALL BE 4" MIN. BELOW FINISHED GRADE NEW BASE AGGREGATE 14 SEGMENTAL RETAINING WALL DETAIL NO SCALE SURMOUNTABLE OUTPUT CONCRETE CURB DETAIL CS NO SCALE 11 DRAIN TILE CLEANOUT CS NO SCALE NEW 4" BITUMINOUS PAVEMENT (PLACED IN TWO LIFTS) RECLAIMED BITUMINOUS/AGGREGATE BASE RECLAIMED BITUMINOUS/BASE AGGREGATE AND NEW BASE AGGREGATE AS REQUIRED ADDITIONAL 12" SUBGRADE CORRECTION AS DETERMINED BY ENGINEER EXISTING SUBGRADE SOIL SUBGRADE CORRECTION DETAIL NO SCALE AS REQUIRED TO BE DETERMINED DURING CONSTRUCTION FINISHED SURFACE PER LANDSCAPE PLAN NEW BITUMINOUS PAVEMENT NEW PORTLAND CEMENT CONCRETE (DURACRETE OR APPROVED EQUAL) NEW CLASS V BASE AGGREGATE SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW MATERIALS 1 BITUMINOUS PAVEMENT DETAIL NO SCALE 2' a RIBBON CURB DETAIL CS NO SCALE RIPRAP� NEW - BOULDERS CAST IRON VALVE BOX ASSEMBLY WITH DROP LID. SET TOP OF ASSEMBLY 1/2" BELOW FINISH GRADE NONWOVEN GEOTEXTILE FABRIC SECTION A -A AGGREGATE 7 1� BACKFILL NEW NON -WOVEN GEOTEXTILE-`J�j��/--�� )��/1 MNDOT TYPE 1 r UNDERGROUND GRAVEL BLANKET - CONSISTING OF V-1.5" DOUBLE WASHED STONE OR 1/4"-1/2" WASHED CD RIVER RUN PEA GRAVEL NEW PLANT MEDIUM WITH A WELL BLENDED MIXTURE OF 30% WASHED SAND (AASHTO M-6 OR ASTM C-33), 35% PULVERIVED HYPNUM PEAT OR LEAF LITTER COMPOST (MNDOT GRADE 2), AND 35% PULVERIZED TOPSOIL TOP OF GRADE ELEVATIONS PER GRADING PLAN SEED TO BE MNDOT 25-141 NEW EROSION CONTROL AT 59# PER ACRE AT BOTTOM BLANKET AND SEED OF CELL (CONTOUR 1042.00). ALL OTHER AREAS TO BE SEEDED OTTOM OF WITH MNDOT 25-121 AT 61# CELL ELEV. PER ACRE NEW CLEANOUT 1042.00 (SEE DETAIL 11/C4) ., ' '-. --�'. `:: "'" UNDERDRAIN GRAVEL BLANKET CONSISTING OF 1"-1.5" ao-1 (: v,..-;- $116 DOUBLE WASHED STONE OR 1/4" TO 1/2" WASHED RIVER NOTE: NEW 6" RUN PEA GRAVEL. MINIMUM BOTTOM OF BIO -FILTRATION CELL (CONTOUR 1042.0 SHALL PERFORATED OF 3" ABOVE AND BELOW PIPE, WRAPPED IN BE RIPPED/AERATED TO A MINIMUM DEPTH OF 24" ANDHDPE PIPE NON -WOVEN GEOTEXTILE FABRIC SHALL BE APPROVED BY ENGINEER BEFORE FINAL GRADING AND LANDSCAPING 15 NEW BIO -FILTRATION CELL DETAIL NO SCALE OF CONCRETE BILIZATION OF LDERS AS KEUUIKEU NEW CONCRETE SIDEWALK NEW 4" BITUMINOUS PAVEMENT PLACED IN 1/2" PREFORMED CLOSED CELL TWO LIFTS ISOLATION JOINT MATERIAL 6"2' VEW 8" CLASS V _ v SLOPE GUTTER 3/4" 1/2" RADIUS 3ASE AGGREGATE PER FOOT AS a ` , REQUIRED FOR NEW PORTLAND CEMENT PROJECT MGR: CV POSITIVE DRAINAGE CONCRETE BT 7' SECTIONS CONFORMING TO ASTM C478. DOWNSTREAM SIDE 4 ('7 r- d . 1- REPAIR ALL DISTURBED EXISTING DE SOIL OR '.41 oo�000 3' RADIUS t1•: BITUMINOUS PAVEMENT TO MATCH EXISTING TO TO B BACKFILL TO TO BE GRADED A ° ^ ,!i " SECTION AND COMPACTED OQ�CQ a° a ° ° " EXISTING BASE AGGREGATE OOO�CS7 O�CQ V V VO�C4UO�CiV�� O # NEW CLASS V BASE o�oO�o�oO�oOpO AGGREGATE 48" o�oO�o�oU o�oO A In Lu Hit EXISTING SUBGRADE TO BE NO SCALE j.GRADED 4' ANA" AND COMPACTED PRIOR BETWEEN THE BOULDERS FOR THE FIRST TO PLACEMENT OF NEW Z) 1.5' TO FIRMLY STABILIZE. MATERIALS B6-18 CURB & GUTTER DETAIL W 0_ —NEW BITUMINOUS PAVEMENT —NEW PORTLAND CEMENT CONCRETE RIBBON CURB _—NEW CLASS V BASE AGGREGATE —SUBGRADE SOIL TO BE GRADED AND PROPERLY COMPACTED PRIOR TO PLACEMENT OF NEW BASE AGGREGATE NO SCALE ADJUSTING RINGS AS NEEDED (4" MINIMUM, NEW NEENAH 2573-1 INLET FRAME, 12" MAXIMUM) USE GRATE FROM EXISTING CATCH BASIN STEPS 16" ON OVERLAP AT LEAST 6" AND PROJECT MGR: PRECAST REINFORCED CONE AND RISER CENTER ON BT 7' SECTIONS CONFORMING TO ASTM C478. DOWNSTREAM SIDE FIELD RUN BOULDERS SCHEDULE PROVIDE TOP SLAB WHERE TOTAL BUILD 8 CUBIC YDS. AT EACH CURB CUT DEPTH DOES NOT ACCOMMODATE CONE 15 CUBIC YDS. AT RIBBON CURB SECTION PLAN NEW 6" - 12" FIELD RUN JOINTS BETWEEN PRECAST SECTIONS BOULDERS SHALL USE O-RING RUBBER GASKETS STAPLES INSERTED THROUGH 48" CONFORMING TO ASTM C443 Lu SPACING OF 20" APART NO SCALE CONTRACTOR TO TROWEL IN CONCRETE BETWEEN THE BOULDERS FOR THE FIRST Z) 1.5' TO FIRMLY STABILIZE. W 0_ NEW PIPE FLOW NEW PIPE NEW 6" PRECAST CONCRETE BASE SLAB d 4: AS REQUIRED CATCH BASIN_/MANHOLE DETAIL BACKFILL AND COMPACTa9IR:F IN THE 6"X6" TRENCH AFTER INSERTING STAPLES THROUGH MATERIAL AS AN ALTERNATIVE TO TRENCHING WHEN TOP OF SLOPE IS RELATIVELY FLAT, EXTEND MATERIAL APPROXIMATELY 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES THROUGH THE MATERIAL APPROXIMATELY 20" APART / NO SCALE NOTES: INSERT STAPLES THROUGH THE BLANKET IN A 6"X6" TRENCH WITH EACH PATTERN OF 3 STAPLES APPROX. 20" APART. MAXIMUM STAPLE SPACING. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL. EROSION CONTROL BLANKET NO SCALE CATEGORY3 EROSION CONTROL BLANKET AT END OF SLOPE, SECURE BLANKET MATERIAL BY INSERTING STAPLES APPROXIMATELY 20" APART THROUGH THE FABRIC 17 NEW CONCRETE DETAIL C5 NO SCALE NEW 5" PORTLAND CEMENT CONCRETE VEW 8" CLASS V 3ASE AGGREGATE EXISTING SUBGRADE SOIL OR BACKFILL TO TO BE GRADED AND COMPACTED 5801 Duluth Street I Minneapolis, MN 55422 Ph. 763-5463434 INSPEC © 2013 Consultants: Signature: I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ' TYYBD ,O1 �R/��P/R�IM 'e: CLIFFORD W. BUHMAN DATE / REGISTRATION NO. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT_2 CONTENT_3 CONTENT_4 DATE: 11-27-13 BLANKET MATERIAL MUST— INSPEC PROJECT No.: OVERLAP AT LEAST 6" AND PROJECT MGR: CB STAPLES INSERTED THROUGH BT CHECKED BY: BOTH FABRICS AT A MAXIMUM FIELD RUN BOULDERS SCHEDULE SPACING OF 40" 8 CUBIC YDS. AT EACH CURB CUT 15 CUBIC YDS. AT RIBBON CURB PLAN NEW 6" - 12" FIELD RUN BLANKET MATERIAL MUST— BOULDERS OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOULDERED STORM DRAIN OUTLET DETAIL BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART NO SCALE CONTRACTOR TO TROWEL IN CONCRETE BETWEEN THE BOULDERS FOR THE FIRST 1.5' TO FIRMLY STABILIZE. NO SCALE NOTES: INSERT STAPLES THROUGH THE BLANKET IN A 6"X6" TRENCH WITH EACH PATTERN OF 3 STAPLES APPROX. 20" APART. MAXIMUM STAPLE SPACING. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL. EROSION CONTROL BLANKET NO SCALE CATEGORY3 EROSION CONTROL BLANKET AT END OF SLOPE, SECURE BLANKET MATERIAL BY INSERTING STAPLES APPROXIMATELY 20" APART THROUGH THE FABRIC 17 NEW CONCRETE DETAIL C5 NO SCALE NEW 5" PORTLAND CEMENT CONCRETE VEW 8" CLASS V 3ASE AGGREGATE EXISTING SUBGRADE SOIL OR BACKFILL TO TO BE GRADED AND COMPACTED 5801 Duluth Street I Minneapolis, MN 55422 Ph. 763-5463434 INSPEC © 2013 Consultants: Signature: I HERESY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: ' TYYBD ,O1 �R/��P/R�IM 'e: CLIFFORD W. BUHMAN DATE / REGISTRATION NO. 17094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT_2 CONTENT_3 CONTENT_4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No C5 PRE -2013 STORMWATER AREAS (ACRES) AREA # PER`✓lOUS IMPERVIOUS # OF ACRES AREA 1 4.61 .77 5.38 AREA 2 4.69 .46 5.15 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 AREA 5 2.94 .04 2.98 AREA 6 2.44 1.46 3.90 AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 AREA 9 - 3.12 3.12 TOTAL 24.18 6.12 30.30 POST -2013 STORMWATER AREAS (ACRE(S) AREA # PERVIOUS IMPERVIOUS # OF ACRES AREA 1 4.61 .77 5.38 AREA 2 4.69 .46 5.15 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 AREA 5 2.94 .04 2.98 AREA 6 1.81 2.09 3.90 AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 AREA 9 - 3.12 3.12 TOTAL 23.55 6.75 30.30 / Aw ef C / / •�' ' /PERMANENT ROADWAY EASEMENT rale MELODY HILL \` III ' C i 1 \\ \ BARDWELL ACRI FS / - 1- GOLMENHOFF - _ -I- - �OLMENADDN ' - A ODY ° HILL ---- N86°33'22- _0 - - N N TILITY MENT N GA LVE PUBLIC RIGHT STREET - 0 x 1063. CHAIN L FENCE LO E 5 j "r." ,p(2 ARDWELL A I,J CONC. BOLLARD-/ 15 AKE MINNE ONKA _ z NORTH LINE OF THE SOUTH UARTER OF THE ORTHWE T y z j QUARTER SEC 3, TWT. 116, R. 23 x 1062.6 Gb1 T Z x 063.1 < 36" x t0sv ! o / e �A \ eye 234407.13 SQ. FT. /. / h -ENNIS COURTS ENNIS COURTS x 10523 N rc WATERMA x 1052.3 A 1 ,r DRIVEWAYNEA MENT 2 f M=1020.0 \ / /x - W2.z �O' , m� M V=1009.1 ( / 2ogP + PER. DOG. N rr BE HMARK I o zz'VVV s * 16975 h 178 2 I TN -10 4 1 • oN� p 3� 620 x J� ... ' - 024.0 IMPERVIOUS r/ Oa^�. PROPOSED PARKING 04 S \ P x 1051.fi w3 5.38 LOT ADDITION N 4H o, o A 30" 10x1 q�� rV 969 \ GGr x 1052.D �U O 1.38 2.35 3.73 AREA 4 3.18 / 3.20 � D2 .04 2.98 i I U r0S?0 1051.2 1051.5 TREE UNE (TYP.) x 1050.8 qi � x 1051.E x+ � o I % L x 10E'_ ADDITION SWIM POOL ADDITION AREA # PERVIOUS IMPERVIOUS # OF ACRES PROPOSED PARKING AREA 1 4.61 .77 5.38 LOT ADDITION AREA 2 4.69 .46 5.15 r IV'?(7 AREA 3 1.38 2.35 3.73 AREA 4 3.18 .02 3.20 � AREA 5 2.94 .04 2.98 i AREA 7 3.45 - 3.45 PROPOSED PARKING AREA 6 1.20 2.70 3.90 LOT ADDITION AREA 7 3.45 - 3.45 AREA 8 1.49 .90 2.39 w AREA 9 - 3.12 3.12 r IV'?(7 TOTAL 22.94 7.36 30.30 -76 10 4 -n 5 Q F lMa -1N�,1 s2 9 E � i cc I- 0 "'- 1040 - 1050, J +4909 n 2 -)6 - /FT. 407 „, 37.9 1054.7 2 / 020 �6 % RD F/F=1055.49 / o " F/F=1055.51 ,n / F/FIn =1055.56 h o \ n / it ff 136226.38 SQ. FT. w \ 7.3 -'RIM-1053 .55 IV1046.3 161 3-- =yp�•RD 114011 (VERIFY) F/F=1055.57 37.9 j' i e�• SO/: U i ' x 1053.3 o/ RIM=1053.5 (Rj / m; INV=1049.1 (RJ 12 / (VERIFY)x 1054.9 77gg 1054.4 INV=1ntDIU it, POND1D4357 ELEVATION= 4/22/08 71 INV=1047.2E 5) RETAINING WALL a o.. x 10505 INV=1047.0 F/F=1055.61 / A� OVERHANG / \ F/F=1058.3 CANOPY STEPS `!� 105147 x t a ! �`1 F/F=1055.68 l\ / A' MINNETON Mlyy_E CHOOL WEST'IM=1053.7) �jN V=1047.4((N 642 HAZ E B V=1049.1 S) E LSIOR, M [rJ4 \I X1.3 � \ �16 l F/F=1055.59 0 )' -1055. 359 �` -y_ F/F=1055.60 RIM=1054.27 INV=1048.8 o m N 2 x / 1 I n o o .S m I )m L RIM=1055.35 ." / w o 0 2 r / INV_1 - 048.5(N)) °- n S \ 1 / r r n ^" F F=1056.27 INV=1046.4(S O`� h N ow o w i )� 2. r 1 n N m Y J (12)1-5 a^'A oa rc? x � " e y O n ¢ rc Y OVERHANG 20.0 ..,� F/F-1056 26 j d cos'5 (9)3- ` 12• N w o 4 < r r / RIM=1052 OJ f01°"4 u 7 2 12 1- F/F=1056.20 INV 1046.8 N) 19.4 r- 0 IpS (2 4, ) - INV=1046.0 NE) o INV=1045.9 S) y, ! '1 , 6 J' -- x " A m 2 S RIM=1050.1- ._ INV=1045.5(}N) -. ......... RIM= RETAINING WALL W\HANDRAIL INV=1045.0(5) INV=1032.71035.1 INV=1041.1(NW) 1 / INV=1033. S) F/F=1041.76 SUMP=1040.9 I RIM=1041.4CABINET 4. I • INV=1038.7{gg{S INV=1038AASN� j \ah n / SUMP=1037.2 j I s. r, ° \ RIM=1048.8 INV=1039.6 N) =10 •85 5 RIM -1040.75 INV=1039.4 SW o vow I ' S IN 39.1 RI INV=1036 8(NW) a ) UU INV -10 ^=- RAR' =1 35. ' INV=1036.6 o RIM=1038.9E 1048.2 S) I 1 ma t I 01TUMIN `-- --� INV=1036.9 S it INV 41.3 NV=1036.9�V� l� 1PO ~_r p�z I I r[■ GOlp. \ I - LIN CE 3" 3" " -- « - __ -- « - - -...._ . QELAR f _ K FEN \ 041.6 --'- �RFTAIN/NG BITUMI NV='037 BE- �\ WALL _ 1. vv x 1061 7 U I 62.3 w 1051.3 f z TENNIS COURTS x 105.2 - � z LAY FIEKDS i I U 1051.2 1051.5 z x 1050.8 15 � RIM=1050.59 L x 10E'_ POND1D4357 ELEVATION= 4/22/08 71 INV=1047.2E 5) RETAINING WALL a o.. x 10505 INV=1047.0 F/F=1055.61 / A� OVERHANG / \ F/F=1058.3 CANOPY STEPS `!� 105147 x t a ! �`1 F/F=1055.68 l\ / A' MINNETON Mlyy_E CHOOL WEST'IM=1053.7) �jN V=1047.4((N 642 HAZ E B V=1049.1 S) E LSIOR, M [rJ4 \I X1.3 � \ �16 l F/F=1055.59 0 )' -1055. 359 �` -y_ F/F=1055.60 RIM=1054.27 INV=1048.8 o m N 2 x / 1 I n o o .S m I )m L RIM=1055.35 ." / w o 0 2 r / INV_1 - 048.5(N)) °- n S \ 1 / r r n ^" F F=1056.27 INV=1046.4(S O`� h N ow o w i )� 2. r 1 n N m Y J (12)1-5 a^'A oa rc? x � " e y O n ¢ rc Y OVERHANG 20.0 ..,� F/F-1056 26 j d cos'5 (9)3- ` 12• N w o 4 < r r / RIM=1052 OJ f01°"4 u 7 2 12 1- F/F=1056.20 INV 1046.8 N) 19.4 r- 0 IpS (2 4, ) - INV=1046.0 NE) o INV=1045.9 S) y, ! '1 , 6 J' -- x " A m 2 S RIM=1050.1- ._ INV=1045.5(}N) -. ......... RIM= RETAINING WALL W\HANDRAIL INV=1045.0(5) INV=1032.71035.1 INV=1041.1(NW) 1 / INV=1033. S) F/F=1041.76 SUMP=1040.9 I RIM=1041.4CABINET 4. I • INV=1038.7{gg{S INV=1038AASN� j \ah n / SUMP=1037.2 j I s. r, ° \ RIM=1048.8 INV=1039.6 N) =10 •85 5 RIM -1040.75 INV=1039.4 SW o vow I ' S IN 39.1 RI INV=1036 8(NW) a ) UU INV -10 ^=- RAR' =1 35. ' INV=1036.6 o RIM=1038.9E 1048.2 S) I 1 ma t I 01TUMIN `-- --� INV=1036.9 S it INV 41.3 NV=1036.9�V� l� 1PO ~_r p�z I I r[■ GOlp. \ I - LIN CE 3" 3" " -- « - __ -- « - - -...._ . QELAR f _ K FEN \ 041.6 --'- �RFTAIN/NG BITUMI NV='037 BE- �\ WALL _ 1. vv x 1061 7 I 62.3 f IST. LAY FIEKDS l W000 1051.5 15 L x 10E'_ RIVEWAY E EMENT 0 x 1 1.4 E60] P 24359.81 SQ. FT. 0 h � U w WOOD FE x 10603 EXIST -RIM=105929 RI - 060.16 PLA FIELDS - < z U x 1060.4 A A TENNIS COURTS 4 o r x 1060.6 o p ©� Z z W 1 "n 5 Np6 x 1060.9 �Q I 2" 4" 2" 2- 4- 2" "4"2" 6" F / m. 12�P«STIC «-_-__-_.-- « - BRIM=10 INV - 139577.01 SQ. FT. 7« a 6N) _ _� IVB 49. v A IME 7T l`\ �0 cel 1059 j Z z / Z U \ U I �I 2014 PROPOSED \ I PARKING LOT ADDITION I 1 / - -fii9964-&2- SQ, -FT__ ,y7 AGLIME r SANDBOX -J LV S IS 3__ CPP- ` NIV=1056A�SE) e, 8.5• TRAIL EASEMENT v CONC. BOLLARD PER DOC. NO. A419434- STORMWATER DRAINAGE AREAS 60 0 60 120 (5 NORTH SCALE IN FEET LINE OF THE --- S87012'20"E 1341.24 ---- 5801 Duluth Street Minneapolis, MN - 55422 Ph.7 Ph. 763-546.3434 INSPEC bi 2013 Consultants Signature: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY M8 OR UNDER MY DIRECT SUPERVISION AND THAT I AN A DULY LICENSED ENGINEER ORDER THE LAWS OF THE STATE OF MINNESCIA. SIGNATURE: ' TYPE. OR PRI E: CLIFFORD W. BUYNAN DATE Ii ; REGISTRATION 90. .7094 ISSUE LEVEL / REVISION: DATE: No.: Client: MINNETONKA PUBLIC SCHOOLS ISD - 276 MINNETONKA MIDDLE SCHOOL WEST Project title: 2014 PAVEMENT REHABILITATION AND STORMWATER DRAINAGE IMPROVEMENTS 6421 HAZELTINE BLVD. EXCELSIOR, MN 55331 Sheet content: CONTENT -1 CONTENT -2 CONTENT -3 CONTENT -4 DATE: 11-27-13 CLIENT PROJECT No.: INSPEC PROJECT No.: 212988 PROJECT MGR: CB DRAWN BY: BT CHECKED BY: BB Sheet No.: SHT 1 OF 1 t000 INSPEC Cliff Buhman, RE Project Manager cbuhman@inspeccorn 5801 Duluth Street Minneapolis, MN 55422 Ph. 763-546-3434 Fax 763-546-8669 Cell 952-239-2591 w .inspec.com Smart engineering of roofs, walls, pavements and waterproofing n