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CAS-27_BUSINESS IMPACT GROUP/SNAP FITNESSCITY of CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phom:952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.22711 BO Fax :952.227.1190 Engineering Plane: 952.227.1160 Fax: 952.227.1170 Finance Phone:952.227.1140 Fax: 952.227.1110 Park 8 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 WIC WDrks 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone:952.227.1125 Fax 952.227.1110 Web Site wwworchanhassennn.us September 30, 2010 Eden Trace Corporation Attn: Mark Undestad 8156 Mallory Court Chanhassen, MN 55317 Re: Business Impact Group/Snap Fitness Site Plan Agreement Escrow Planning Case 07-27 Dear Mark: Enclosed is a check in the amount of $500 which represents a refund of the balance of the above -referenced $5,000 escrow required by the site plan agreement for erosion control, boulevard restoration and landscaping. The site was inspected and found to be in compliance. If you have any questions or need additional information, please contact me at (952) 227-1131 orbeenerous@ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner Enclosure g:xplan\2007 planning casest07-27 business impact group -snap fintessxescrow return letter 9-30-10.doc Chanhassen is a Community for Life - P:oAing for Toda and Planning for Toamrro;+ SCANNED CITY,OF CHANHASSEN 700 MARKET BLVD., P.O. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay FIVE HUNDRED AND XX / 100 To the order of EDEN TRACE CORPORATION MARK UNDESTAD 8156 MALLORY COURT CHANHASSEN, MN 55317 T CONTAINS A COIOPED BACKGROUND AND MICROPRINTING 17-115/910 146804 Date Amount 9/30/2010 $500.00 li'L4680411' 1:091,001IS?': 004461I14707Sill Check Date: 9/30/2010 Vendor No: EDETRA Check Amount: $500.00 Vendor Name: EDEN TRACE CORPORATION Vendor Acct No: Invoice Number Date Description GLAccount Amount 092910 9/29/2010 Refund: Planning Case 07-27 Bus Impact 101-1420-3602 500.00 CITY ,OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 05/01/2008 2:43 PM Receipt No. 0070658 CLERK: lisa PAYEE: Eden Trace Corp Planning Case 07-27 Bus Impact Group/Snap Fitness ------------------------------------------------------- Site Plan Agreement 5,000.00 Total Cash Check 13150 Change 5,000.00 0.00 5,000.00 0.00 O 4-�, 1:�-„fin pl,e a,%c t S60.c�0 n Gov'\ �1';gUfj k ' 4 Z 3 '0 SCANNED Status Report 611/10 PLAN.OR2 M 00 ori ember 2000T F ST F S M T W T F S13 4 5 1 26] 8 18 11 12 3� 4. 5 6)- 8. 8 13 /435 1] 16: 19 18 11 -12 13 -1u -15 16 M 2112 4 25 26 I] 18 19 20 21 22 26 27 28 n19 M 24 25 26 27 28 29 W__ ....._. _.. ..._..__. _._ s2P Securities Start Due S P Category Description 6/l/10 6/1/10 ® Cash Escrow Business Impact Group/Snap Fitness Planning Case 07-27 Site Plan Agreement $5,000 (boulevard restoration, erosion control & landscaping) Received 5-1-08 from Eden Trace Corporation Check #13150 10/2/08 - Per Jill, check status 611/09. 7/2109 - Notified Bob & Jill. Kim 7/9109 - Per Jill, six trees need to be replaced (4 deciduous and 2 Black Hills spruce). Mark Undestad of Eden Trace notified. Check status 8/17109. Kim 7/21/09 - Per Jill landscaping is complete. OK to release $4,500 and retain $500 (10%). Request check from Finance on 7/22/09. Check status 611/10. 7/30/09 -Mailed $4,500 check to Eden Trace. $500 balance remains. Check status 6/l/10. Kim 6/4/10 - Notified Bob/Jill. Kim 9128110 - Per Jill, ok to release remaining $500 escrow. Requested check from Financeon 9/29/10 to be mailed with letter. Activity closed. Kim cnlo MepereYpeM CW 92&10M302PM S-Sr PzR ny Pe l CITY OF CIIANIIASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952,227.1110 Building InspecBons Phone:952.227.1180 Fax:952.227.1190 RM.952.227.1160 Fax:952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 July 30, 2009 Eden Trace Corporation. Attn: Mark Undestad 8156 Mallory Court Chanhassen, MN 55317 Re: Business Impact Group/Snap Fitness Site Plan Agreement Escrow Planning Case 07-27 Dear Mark: Enclosed is a check in the amount of $4,500 which represents a partial refund of the above -referenced $5,000 escrow for erosion control, boulevard restoration and landscaping. We are retaining $500 (10%) to insure completion of the project. Upon inspection of the site in June of 2010, the remaining escrow balance will be returned if the site is in compliance. If you have any questions or need additional information, please contact me at (952) 227-1131 or beenerous@ci.chanhassen.mn.us. Sincere ParkRecreation Phone:: 952227,27.112120 Fax: 952,227.1110 Recreation Center Robert Generous, AICP 2310 Coulter Boulevard Senior Planner Phone: 952.227.1400 Fax:952.227.1404 Enclosure now"& ec: Jill Sinclair, Environmental Resource Specialist Malual Resolm Phone:952.227.1130 Fax: 952.227.1110 grplanr2007 planning cas %,07-27 business impact group -map fitnesstescrow return letter 7-30-09.doc Public Works 1591 Park Road Phone: 952.227.1300 Far: 952.227,1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site wwad.chanhassennn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow M&I MARSHALL & ILSLEY BANK 142330 CITY OF CHANHASSEN 17-1151910 7700 MARKET BLVD,, P.O. BOX 147 C4IANHASSEN, MN 55317 (952) 227-1140 Pay FOUR THOUSAND FIVE HUNDRED AND XX 100 To the order of EDEN TRACE CORPORATION MARK UNDESTAD 8156 MALLORY COURT CHANHASSEN, MN 55317 Date 7/30/2009 11014233011' 1:09100i157I: 0044P3,11470 7511' Check Date: 7/30/2009 Check Amount: $4,500.00 Amount $4,500.00 le �— /Z' 'jt;4 Vendor No: EDETRA Vendor Name: EDEN TRACE CORPORATION Vendor Acct No: Invoice Number Date Description GL Account 072909 7/29/2009 Planning Case 07-27,Bus Impact Grp/Sna 101-1420-3602 Amount 4,500.00 SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 O5/01/2008 2:43 PM Receipt No. 0070658 CLERK: lisa PAYEE: Eden Trace Corp Planning Case 07-27 Bus Impact Group/Snap Fitness ------------------------------------------------------- Site Plan Agreement 5,000.00 Total Cash Check 13150 Change 5,000.00 0.00 5,000.00 0.00 SCAyNFp Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron. 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial. (651) 234-6222 E-maitAddress: sndson®ck-taw.com November 4, 2008 RECEIVED Ms. Kim Meuwissen City of Chanhassen NOV 5 — 2008 7700 Market Boulevard CITY OF CHANHASSEN P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN—MISC.RECORDED DOCUMENTS ➢ Site Plan Permit #07-27 — Eden Trace Corporation (Business Impact Group/Snap Fitness Site Located at Lot 1, Block 2, Chanhassen West Business Park) WM. 14 on, Enclosed for the City's files please find original recorded Site Plan Permit #07-27 with Eden Trace Corporation approving a site plan for a 50,000 square foot, one story, warehouse building on the above referenced property. The site plan permit was recorded with Carver County on June 27, 2008 as Abstract Document No. A485892. Regards, CAMPBELL KNUTSON Pro � �'onal A � �ociation `Susan R. Nelson, Legal Assistant SRN:ms Enclosure SCANNED Document No. OFFICE OF THE A 485892 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 46.00 Check#:19056 Certified Recorded on 06 27-2008 at 11:30 AM ❑ PM II�'�I�I III' �I� I fII Carl nson, .Mimi IN III fl' my ecorderJr. CITY OF CHANHASSEN SITE PLAN PERMIT # 07-27 SPECIAL PROVISIONS AGREEMENT dated February 11, 2008, by and between the CITY OF CHANHASSEN. Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, a Minnesota corporation (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 50,000 square -foot, one-story office warehouse building, (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terns of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared Houwman Architects, dated November 06, 2007. Plan B-- Grading & Erosion Control Plan prepared by Schoell Madson, dated June 15, 2007. Plan C--Landscaping Plan prepared by Schnell Madson, dated September 16, 2007. Plan D--Utility Plans prepared by Schoell Madson, dated June 15, 2007. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. SCANNED 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a 50,000 square -foot, one-story office warehouse building subject to the following conditions: a. The building is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. d. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. 2 e. Architectural lighting shall be down cast only. f. Two upper level windows shall be added on the west end of the south building elevation. g. A column shall be added in the middle of the north building elevation. h. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. i. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. j. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. k. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 1. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. The applicant will work with staff to review and modify if needed, the parking plan to ensure that any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. in. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. n. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. o. Applicant must comply with the following Fire Prevention policies: 1) 40-1995 Fire Sprinkler requirements. 2) 07-1991 Pre -fire plan drawings. 3) 29-1991 Premises identification. 4) 34-1993 Water service installation. 5) 36-1994 Combination Fire/Domestic water service line. p. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. q. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. r. A 10-foot clear space must be maintained around fire hydrants. s. The park fees payable with the building permit shall be $42,416.00. t. Sheet Cl shall be amended to show inlet protections on all existing storm sewer inlets. 3 u. Sheet C 1 shall be amended to extend the erosion control blanket in the northeast corner of the lot to cover all soil until the proposed grading matches the existing grade. v. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. w. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. x. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. y. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. z. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. aa. The complete existing contours must be shown on the east side of the property. bb. The proposed contours must tie into the existing contours shown on the plan. cc. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. dd. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. cc. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. H [Nr�•c�7��;i��r��u 1:" M] DEVELOPER: EDEN TRACE 0ORPORATIO Its —PI&S. STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this /#'day of 200g, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City f Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. I n NOTARY PUBLIC STATE OF MINNESOTA ) ° r KAREN J. ENGELHARDT (ss. I Notary Public -Minnesota COUNTY OF CoftJ ) My Canmission Expires Jan 31, 2010 The foregoing instrument was acknowledged before me this dt— day of AprO 200 g by Mw.w Uftderhad , the President of Eden Trace Corporation., a Minnesota corporation, on behalf of the corporation. A 1 NOTARY PUBLIC DRAFTED BY: City of Chanhassen ............... Scott Thomas Anderson 7700 Market Boulevard _ ,ctt_ Notary Public P.O. Box 147 ,,,_�= Minnesota My Commissbr Expires January 31, 2012 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 51, 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property- 7 I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of A internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. H CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. s► TAUNTON VffMIRFS, L.P., by TAUNTON MANAGES'lEM, LLC Dated this day of �f 1 200_J. SUNNY DAY FPiSgSS PROPERTIES, LLC YPTCI `4M�7C3 n a/k/a Peter J. Taunton Chief Manager STATE OF MINNESOTA ) �l� (ss COUNTY OF (. A � ) V, The foregoing instrument was acknowledged before me this I day of Apr�, 20d*, by RA. r TG.wt-.. a/k/a Peter J. Taunton, the Chief Manager of Taunton Management, LLC, a Minnesota limited liability company, as general partner to Taunton Ventures, L.P., a Minnesota limited � and as the Chief Manager of Sunny Day Fitness Properties, LLC, a Minnesota limited liability company, on behalf of said OTARY PUBLIC companies. DRAFIED B'r City of Chanhassen "'" "•"••s Scott Thomas Anderwrt 7700 Market Boulevard i' ' € Pubic V D. Box 147 r Notary sots Minnesota Chanhassen. MN 55317 +•.,. +!!:..•° , COnlll mo awl' 31,2M2 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this cl�ft -- day of 44 , 2001 STATE OF MINNESOTA ) (ss. COUNTY OF CxlUl%lm— ) COMMUNITYiT CORPORATION The foregoing instrument was ack,owled$ed before me this day of C- 20 09, by I. �f'rtir��r, Yr.,: a...� - kill. V,rss.2.1 orrC t., of C Bank Corporation, a Minnesota corporation, on its �f. NOTARY PUBLIC ". .., Scott Thomas Anderson t: Notary Pu Minnesde •'^^'••�^''My Cm�on Expires Jwdwy 31, 4012 an DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 February 20,2007 CITY OF CHANHASSEN Mr. Mark Undestad Eden Trace Corporation 7700 Market Boulevard 8156 Mallory Court PO Box147 Chanhassen, MN55317 Chanhassen, MN 55317 Administration Re: Business Impact Group/Snap Fitness Phone:952227.1100 Planning Case # 07-27 Fax: 952.227.1110 Building Inspections This letter is to confirm that on February 11, 2008, the Chanhassen City Council Phone:952.227.1180 approved the following: Fax:952221.1190 Engineering A site plan for a 50,000 square -foot, one-story office warehouse building, plans Phone, 952.227.1160 prepared by Houwman Architects dated November 06, 2007, subject to the Fax 952.227.1170 following conditions: Finance Phone:9522v.114o 1. The building is required to have an automatic fire extinguishing system. Fax: 952.227.1110 Park& Recreation 2• The plans must be prepared and signed by design professionals licensed in the Phone:952227.1120 State of Minnesota. Fax: 952.227.1110 Recreation Center "LPho 3. The plan must be revised to meet the 50-foot setback from the property line Coulter Phone: 952.227.1400 (on Galpin Boulevard) to the parking lot. Fax: 952.227,1404 4. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. Planning 8 Natural Resources Phone:952.227,1130 5. Architectural lighting shall be down cast only. Fax: 952.227.1110 6. Two upper level windows shall be added on the west end of the south building Public Works 1591 Pads Road elevation. Phone: 952.227.1300 Fax:952,227.1310 7• A column shall be added in the middle of the north building elevation. Senior Center - Phone:952.227.1125 8. The developer shall provide a pedestrian connection from the site to Lyman Fax:952.227.1110 Boulevard. Web She www.ci.chanhassen.mn.us 9. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. 10. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. Mr. Mark Undestad February 20, 2008 Page 2 of 3 11. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 12. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. The applicant will work with staff to review and modify if needed, the parking plan to ensure that any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. 13. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. 14. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. 15. Applicant must comply with the following Fire Prevention policies: a. 40-1995 Fire Sprinkler requirements. b. 07-1991 Pre -fire plan drawings. c. 29-1991 Premises identification. d. 34-1993 Water service installation. e. 36-1994 Combination Fire/Domestic water service line. 16. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. 17. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. 18. A 10-foot clear space must be maintained around fire hydrants. 19. The park fees payable with the building permit shall be $42,416.00. 20. Sheet Cl shall be amended to show inlet protections on all existing storm sewer inlets. 21. Sheet Cl shall be amended to extend the erosion control blanket in the northeast corner of the lot to cover all soil until the proposed grading matches the existing grade. 22. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. 23. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. 24. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. Mr. Mark Undestad February 20, 2008 Page 3 of 3 25. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. 26. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. 27. The complete existing contours must be shown on the east side of the property. 28. The proposed contours must tie into the existing contours shown on the plan. 29. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. 30. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. 31. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued. Enclosed is a site plan agreement that must be executed by Eden Trace Corporation. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by June 10, 2008). The required security specified in the site plan agreement shall be submitted prior to the City issuing a building permit. A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131 or bp,enerous@ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner Enclosure ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official g \plan\2007 planning cases\07-27 business impact group -map fimess\appmvaI letter.doc CITY OF CHANHASSEN SITE PLAN PERMIT # 07-27 SPECIAL PROVISIONS AGREEMENT dated February 11, 2008, by and between the CfrY OF CHANHASSEN, Minnesota municipal corporation, (the "City'), and Eden Trace Corporation, (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 50,000 square -foot, one-story office warehouse building, (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan prepared Houwman Architects, dated November 06, 2007. Plan B-- Grading & Erosion Control Plan prepared by Schoell Madson, dated June 15, 2007. Plan C--Landscaping Plan prepared by Schnell Madson, dated September 16, 2007. Plan D—Utility Plans prepared by Schoell Madson, dated June 15, 2007. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a 50,000 square -foot, one-story office warehouse building subject to the following conditions: a. The building is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. d. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. V e. Architectural lighting shall be down cast only. f. Two upper level windows shall be added on the west end of the south building elevation. g. A column shall be added in the middle of the north building elevation. h. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. i. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. j. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. k. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 1. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. The applicant will work with staff to review and modify if needed, the parking plan to ensure that any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. in. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. n. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. o. Applicant must comply with the following Fire Prevention policies: 1) 40-1995 Fire Sprinkler requirements. 2) 07-1991 Pre -fire plan drawings. 3) 29-1991 Premises identification. 4) 34-1993 Water service installation. 5) 36-1994 Combination Fire/Domestic water service line. p. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. q. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. r. A 10-foot clear space must be maintained around fire hydrants. s. The park fees payable with the building permit shall be $42,416.00. t. Sheet Cl shall be amended to show inlet protections on all existing storm sewer inlets. 91 v u. Sheet C1 shall be amended to extend the erosion control blanket in the northeast comer of the lot to cover all soil until the proposed grading matches the existing grade. v. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. w. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. x. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. y. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. z. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. aa. The complete existing contours must be shown on the east side of the property. bb. The proposed contours must tie into the existing contours shown on the plan. cc. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. dd. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. ee. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 4 CITY OF CHANHASSEN M Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Its STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this_day of , 200_, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF 1 The foregoing instrument was acknowledged before me this _ day of 200_ by , Eden Trace Corporation. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 5 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDMONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. G1 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9: Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occunancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Pernrit shall run with the land and may be recorded against the title to the property- 7 I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall fumish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 200_ STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_ , by NOTARY PUBLIC DRAF'[ED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen. MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20 , by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 10 O1 - 2-7 I City Council Meeting - February 11, 2008 BUSINESS IMPACT GROUP/SNAP FITNESS: REQUEST FOR SITE PLAN APPROVAL FOR A 50,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING; LOCATED AT 2411 GALPIN COURT (LOT 1, BLOCK 2, CHANHASSEN WEST BUSINESS PARK). APPLICANT: EDEN TRACE CORPORATION. Kate Aanenson: Thank you Mayor, members of the council. This item, a site plan approval, was presented to the Planning Commission on January 15`h. The Planning Commission unanimously, 4 in favor and none against, recommended approval of the site plan, and the commission minutes are included in your packet. The only area of discussion really on the site plan revolved around some additional landscaping, which I'll speak to in a minute. But overall the Planning Commission did recommend approval with conditions in the staff report. The subject site, is located at the intersection of Galpin and Lyman Boulevard. The overall project is part of a PUD and I'm going to take a minute to talk about PUD's, since in our work session we were just talking about the application of a PUD and this is a good opportunity to kind of revisit that and help explain the application of that. So this PUD was given because we have a residential area to the north which provided that 100 foot buffer, and this circumstance was residential with a street so we have a 50 foot buffer on this side. The other thing we did with this PUD in order to preserve the significant stand of trees in that area was to allow some of those lots to go over the impervious surface. So if you look on your table, we do track these and I know we get this question asked a lot by residents and developers, which would be in our staff report starting on page 10. We keep track of the impervious coverage so they don't exceed the overall but again this is an application of why we would use a PUD to preserve area. Preserving that area still allows for development of those parcels without being penalized but they all benefit from the preservation of that green space, in addition providing that, the benefit from a buffer which is kind of towards the green space too. So with this PUD, all the lots except for Lot 1, Block 2 and Lot 3 have been built on, so this is the next lot to go forward. Block 2, Lot 1. On the corner as I mentioned. Access was given on this site as we looked at the overall access, because of the County's concern on Lyman Boulevard and turn movements, all access is coming off of Galpin Court so that was kind of laid out the framework for the design issues. The project itself, there is a significant stand of trees in this area right here, and a recommendation that came out is to move the sidewalk so we're not working underneath the trees itself in saving that stand. In addition the Planning Commission did comment on landscaping in that comer, which would be the southeast corner providing additional buffer there, which is where their sign is located too. The building itself is very well designed. I do have the materials. If you want to see those, I'll put those on the screen but I think they're pretty well represented based on the clarity of that picture themselves. It is a taller building. We did ask for additional windows be put on the site, which was reflected, and the columns going all the way up with the parapet. One change that was recommended that did come from the Planning Commission was, an additional windows on this side over here, plus one more column in this area on this side. Those are the two faces on Galpin and Lyman which have the most visibility. The rest is interior and those have a little bit different standard. So with that it does meet all the design standards, including the transparency requirement, articulation, colors and materials itself. This site was massed graded when we did the entire parcel, so there should be minimum grading. There is some stockpile on the site that will be removed and the one issue that did come up compared to this building and the Waytek building, this one is much more visible which one of the reasons we asked for a little bit more detail on the landscaping articulation because it's right at that comer. A little more prominent. 2 A. City Council Meeting -February 11, 2008 Will actually cover the Waytek building to the rear which is actually pretty recessed because of the change of grade coming off of Galpin Boulevard. There was a small retaining wall kind of around the loading docks that was shown on the plans. There's just some notes on that. And with that, it meets all the standards of the site plan itself with a few modifications that were made by staff and the Planning Commission. We, and the Planning Commission are recommending approval of the site plan with the condition of approval in the staff report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Councilman Litsey: I guess just that you're comfortable now with where the landscaping has ended up? Kate Aanenson: Yes. Yes, we've worked through those issues and again it's just preserving. There's some significant trees. I can show you on the landscaping real quick. It's a little bit different scale but this is one of those, this mature stand of trees and the sidewalk comes through here so that was a request. Just to move, and actually it lines up better with the door anyway so with that sidewalk to come over here. We do want to provide an access out onto that trail for people on their lunch hour so that can be resolved and changed on the plan. And then the other issue was, just putting some more shrubs in this area because of the high visibility. Councilman Litsey: Because of the visual there? Kate Aanenson: Yep, and then the fact that you're looking at the cars. You know to provide that screen so that has been done ... a condition that the applicant has agreed to. Councilman Litsey: I mean I agree with the comments in the staff report. I think it's a very attractive building. It should go in there very nicely. With those taken into account, what you just stated with the landscaping and paying attention to the visuals on that comer, I think it will be a nice addition. Mayor Furlong: Okay, any other questions for staff at this time? Ms. Aanenson, a couple questions. Before I ask the question, how tight are they on the parking? Are they right up next to the edge or do they have a couple? Kate Aanenson: Um parking. Mayor Furlong: And as you're looking for that, I'm sorry go ahead. Kate Aanenson: PUD says 96. They are providing I I I so there is some flexibility. Mayor Furlong: Okay. And obviously we'll want to allow them to provide enough parking for the businesses but one of the issues I remember that we looked at when Park Nicollet, when it came in, we had some big oak trees and they were putting the parking stalls right up next to the root system and we pushed them away and I guess my question is, do we have in the conditions K i City Council Meeting - February 11, 2008 that, in terms of the final location of the parking place and the curb cuts and such, that they'll work with our City Forester to make sure they don't disturb those? Kate Aanenson: Yeah, there was one regarding the sidewalk. Mayor Furlong: Well the sidewalk absolutely moved to the point, if it works, to, you don't want to be cutting through the trees there. Kate Aanenson: No, but if you look on kind of conditions 9, 10, 11. I think somewhere in there we can modify one of those to state that we may be able to, we can work with the developer maybe to eliminate one of those stalls right in there, or two, whichever. Mayor Furlong: And maybe if they can pick it up someplace else. Kate Aanenson: Sure. Mayor Furlong: I just want to make sure that. Kate Aanenson: Understood. Mayor Furlong: That you understand the point is that we don't grade and/or cut in closer than we have to there. Is there a retaining wall or anything there or what are the elevations? Kate Aanenson: No, there's no. There's a change in grade coming around the back of the building. It looks like more, almost more like a wing wall for the loading docks in this area here. If you're looking at the plans with the change in grade, it's like 3 feet here. At 960 here and 957, it's kind of more like a wing wall. Mayor Furlong: But on the east side there, the grade is right about where the grade of the natural cut is for the trees? Kate Aanenson: You're at 959, correct. It's pretty close. Mayor Furlong: Alright. Okay. Kate Aanenson: But you're right. You're still disturbing it to put in concrete and. Mayor Furlong: Do you want to look at conditions and maybe come up with some wording for us when we get to that point? Todd Gerhardt: Kate, don't we typically fence that off at the drip line? Kate Aanenson: Yeah, and that's in here. It says that, but I think we need to look at where that drip line is and maybe just re-examine that and that would be under condition 12. Tree protection or elimination of parking stalls to ensure in that area, to ensure tree protection. 13 City Council Meeting - February 11, 2008 Mayor Furlong: Yeah, and hopefully we can work with staff to. Kate Aanenson: Okay. Mayor Furlong: For the location of the parking stalls or curb, for tree protection. Kate Aanenson: Yeah, it does say fencing on there but whether or not that addresses that adequately, we'll make sure. Mayor Furlong: And with the landscaping, the report said they were short on the shrubs. Are they over on the trees? I mean is there... Kate Aanenson: No, there is a statement about that. It meets the standards for the trees. Just shortage on the shrubs. Mayor Furlong: Okay. Kate Aanenson: And they're getting the benefit of the caliper on the existing ones. Mayor Furlong: For the existing trees? Kate Aanenson: Correct. Mayor Furlong: Okay. Alright. Any other questions for staff at this time? Is the applicant here? Any comments or thoughts at this point? No? Any questions for the applicant? Councilwoman Tjomhom: It seems pretty cut and dry. Mayor Furlong: Since nobody came to the public hearing so I'm assuming there are no issues with the neighborhood. Kate Aanenson: That's correct, nobody showed up on that. Mayor Furlong: So with that, let's bring it back to council comments. Councilwoman Tjornhom you just kind of made one. Councilwoman Tjomhom: You know I did. Mayor Furlong: Back up the tape and repeat. Councilwoman Tjomhom: You know reading through everything, he's met all the requirements and I think that the building is a beautiful building. I don't know if beautiful is a good word. It's certainly architecturally appealing. I think he's done a good job trying to fit into the rest of the development and so I see no problem with it. Mayor Furlong: Okay. Councilwoman Ernst, thoughts. A City Council Meeting - February 11, 2008 Councilwoman Ernst: I think it's a great building. As I, I was concerned about some of the trees too that you mentioned and as I see this it says, any of the trees killed or damaged will be replaced at a rate of 2 to 1 diameter inches. Kate Aanenson: Right. Councilwoman Ernst: So that was my biggest concern and it looks like you're going to go back and make sure... Kate Aanenson: Yes. Mayor Furlong: To that point the biggest thing is let's make sure we don't get in that situation SO. Councilwoman Ernst: Right. Kate Aanenson: Right. Mayor Furlong: Councilman Litsey. Councilman Litsey: I already jumped ahead but I like the additional attention paid to the existing trees and protecting that. Whatever the wording is right for that and. Mayor Furlong: Okay. Councilwoman Tjomhom: I guess I'd like to ask one more question. This is going to be where it's 24 hours? Is that right? Is that the Snap Fitness building where it's 24 hours? Kate Aanenson: This is an office building. Todd Gerhardt: Their corporate headquarters. Councilwoman Tjornhom: Oh, their headquarters, okay. Kate Aanenson: It's not open. It could, I think that question got asked by the neighbors about when we originally said could we put conditions on there to limit uses, but as the City Manager indicated, it is an office building so if someone was in there late at night, we wouldn't close them down. Councilwoman Tjomhom: Okay. Mayor Furlong: So the hours of use just follows the PUD that was approved? Kate Aanenson: Correct, yeah. 0 City Council Meeting - February 11, 2008 Mayor Furlong: Okay. We have, no reason for me to reiterate. I concur with what's been said. Good design. It will look nice on that corner and I'm confident that we'll be able to work out the issue with the trees and make sure they can keep those nice trees on the comer. Do you have some suggested language for us on a condition? Kate Aanenson: Sure. On number 12. Mayor Furlong: Okay. Kate Aanenson: Before you get to any trees killed, I would say. Councilman Litsey: That's probably a good place to put it before. Kate Aanenson: Prior to that, in that same sentence just, to ensure tree protection, parking, a few parking spaces may be eliminated and replaced somewhere else. Mayor Furlong: Work with city staff? Kate Aanenson: Yeah, to preserve trees. Mayor Furlong: Okay. Thank you. With that, is there a motion which begins on page 13. 11, of the staff report. Councilman Litsey: I'd be happy to make the motion that the City Council approve Planning Case 07-27, approving a site plan for a 50,000 square foot, one story office/warehouse building, plans prepared by Ahman Architects dated November 6, 2007, subject to the following conditions which would be in the staff report, 1 through 31 with the amendment that was just noted under number 12. Mayor Furlong: Thank you. And approving the Findings of Fact? Councilman Litsey: And approving the Findings of Facts. Roger Knutson: I got off a plane 2 hours ago. Councilman Litsey: I have no excuses so. Todd Gerhardt: He's still on the island time. Mayor Furlong: And adopting the staff report as well. With that is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? ni City Council Meeting - February 11, 2008 Councilman Litsey moved, Councilwoman Tjornhom seconded that the City Council approves Planning Case #07-27 approving a site plan for a 50,000 square -foot, one-story office warehouse building, plans prepared by Houwman Architects, dated November 06, 2007, subject to the following conditions: 1. The building is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. 4. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. 5. Architectural lighting shall be down cast only. 6. Two upper level windows shall be added on the west end of the south building elevation. 7. A column shall be added in the middle of the north building elevation. 8. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. 9. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. 10. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. 11. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 12. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. The applicant will work with staff to review and modify if needed, the parking plan to ensure that any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. 13. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. 14. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. 15. Applicant must comply with the following Fire Prevention policies: a. 40-1995 Fire Sprinkler requirements. b. 07-1991 Pre -fire plan drawings. N City Council Meeting - February 11, 2008 c. 29-1991 Premises identification. d. 34-1993 Water service installation. e. 36-1994 Combination Fire/Domestic water service line. 16. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. 17. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. 18. A 10-foot clear space must be maintained around fire hydrants. 19. The park fees payable with the building permit shall be $42,416.00. 20. Sheet C1 shall be amended to show inlet protections on all existing storm sewer inlets. 21. Sheet C1 shall be amended to extend the erosion control blanket in the northeast comer of the lot to cover all soil until the proposed grading matches the existing grade. 22. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. 23. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. 24. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. 25. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. 26. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. 27. The complete existing contours must be shown on the east side of the property. 28. The proposed contours must tie into the existing contours shown on the plan. 29. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. 30. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. 0 City Council Meeting - February 11, 2008 31. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued." All voted in favor and the motion carried unanimously with a vote of 4 to 0. CONSIDER APPROVAL OF DISTRIBUTION OF MS4 PERMIT NON - DEGRADATION. Terry Jeffrey: Mayor Furlong, council members. Appreciate the opportunity to be before you again tonight. I know we met a couple weeks back and I gave you a very brief overview of this. I am here tonight with Diane Specter from Wenck Associates who put together the non - degradation report implementation plan for us. As you're all aware, the City of Chanhassen is a MS4 permit city or Municipal Separate Storm Sewer System Permit. That permit went into effect in June of 2006 which required us, along with 29 other cities, to develop a non -degradation plan. And this plan was due to the Pollution Control Agency on February Is'. I have since had discussions with the Pollution Control Agency and that has been extended to February 12'h, or tomorrow. Again as I said, Wenck Associates put this together. They were contracted in October of 2006 to begin this and we're at this point now. A public hearing was held before the Planning Commission on January 15'h, as per required. Plans have been submitted to all the local water authorities, be it Lower Minnesota River Watershed District, Riley -Purgatory -Bluff Creek, Minnehaha Creek, Carver WMO as well as the Met Council for their review. Thus far we've only received comments from the Metropolitan Council and the Lower Minnesota River Watershed District, as well as seven Chanhassen residents. Non -degradation requirements, and I'll let Diane get into more detail but really it's to look at the three loading parameters or 3 pollutant parameters that we talked about the other night. Total suspended solids. Total phosphorus and total storm water volume. Generally speaking our findings were that for total suspended solids and total phosphorus the activities, the best management practices that have already been put in place by the City of Chanhassen have been effective and we are meeting non - degradation requirements for those two pollutants. Total suspended solids and total phosphorus. Where we are not meeting the non -degradation requirements will be the storm water volume. What the implications for this are is that we will need to move forward and look at our storm water pollution prevention plan, which is a portion of our NPDES or National Pollution Discharge Elimination System permit. And within that SWPPP, or Storm Water Pollution Prevention Plan, we'll need to look at our BMP's and decide are there ways to change these or to incorporate some of the things that we're already doing within the city within this SWPPP to meet the non -deg requirements. I want to remind you that I permit directive, the City must consider alternatives. Explain which alternatives have been studied. What rejected and why, and propose alternatives that are reasonable and practical. And our last point, you know as well, the report must give high priority to BMP's that address impacts of future growth such as ordinance for new developments so they are aware of the fact that as we look at developed areas, there's going to be very limited opportunities so it as we move forward, what can we do. And again tonight with the approval of this, if this plan were to be approved for distribution to the PCA, we're only suggesting that we will start looking at our storm water prevention pollution plan and how we can modify that. I did work with Manager Gerhardt today on addressing some of the language within the non -degradation report to allow more flexibility for the city as we Page 1 of 1 Generous, Bob From: Mark Undestad [mark@edentrace.com] Sent: Thursday, December 20, 2007 10:35 AM To: Generous, Bob Subject: RE: BIG/Snap Hi Bob, Please accept this letter as our notification to extend the development review process on Planning Case #07-27 until February 29, 2008. If you need anything please don't hesitate to call. Thanks again for all the great work you do for us. Enjoy the Holidays. Sincerely, Mark Undestad Eden Trace Corp. From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Wednesday, December 19, 2007 11:44 AM To: Undestad, Mark Subject: BIG/Snap Mark: I need a written extension or waiver from you on the BIG/Snap development review (Planning Case #07-27). The 60 day review period ends Jan. 6, 2008. We won't even take the item to the Planning Commission until Jan. 15, 2008. If you could send me an email extending the review period 60 days or until the end of February, that should surfiice. Thanks, Bob Robert Generous Senior Planner City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1131 bgenerous@ci.chanhassen.mn.us 12/20/2007 1 • 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. 4/18/08 07-27 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 2/11/08 07-27 Site Plan Permit 2007-27 Business Impact Group/Snap Fitness THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints M For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Bob Generous, Senior Planner SIGNED SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMIT # 07-27 SPECIAL PROVISIONS AGREEMENT dated February 11, 2008, by and between the CITY OF CHANHASSEN, Minnesota municipal corporation, (the "City"), and Eden Trace Corporation, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 50,000 square -foot, one-story office warehouse building, (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 2, Chanhassen West Business Park. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A --Site Plan prepared Houwman Architects, dated November 06, 2007. Plan B-- Grading & Erosion Control Plan prepared by Schoell Madson, dated June 15, 2007. Plan C--Landscaping Plan prepared by Schoell Madson, dated September 16, 2007. Plan D--Utility Plans prepared by Schoell Madson, dated June 15, 2007. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2008. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,000.00 (boulevard restoration, erosion control and landscaping). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a 50,000 square -foot, one-story office warehouse building subject to the following conditions: a. The building is required to have an automatic fire extinguishing system. b. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. d. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. 2 j e. Architectural lighting shall be down cast only. f. Two upper level windows shall be added on the west end of the south building elevation. g. A column shall be added in the middle of the north building elevation. h. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. i. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. j. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. k. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 1. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. The applicant will work with staff to review and modify if needed, the parking plan to ensure that any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. m. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. n. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. o. Applicant must comply with the following Fire Prevention policies: 1) 40-1995 Fire Sprinkler requirements. 2) 07-1991 Pre -fire plan drawings. 3) 29-1991 Premises identification. 4) 34-1993 Water service installation. 5) 36-1994 Combination Fire/Domestic water service line. p. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. q. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. r. A 10-foot clear space must be maintained around fire hydrants. s. The park fees payable with the building permit shall be $42,416.00. t. Sheet Cl shall be amended to show inlet protections on all existing storm sewer inlets. 3 u. Sheet CI shall be amended to extend the erosion control blanket in the northeast comer of the lot to cover all soil until the proposed grading matches the existing grade. v. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. w. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. x. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. y. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. z. The applicant shall apply for and obtain perrnits from the appropriate regulatory agencies and comply with their conditions of approval. aa. The complete existing contours must be shown on the east side of the property. bb. The proposed contours must tie into the existing contours shown on the plan. cc. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. dd. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. ee. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. I-M ANI DEVELOPER: Its STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this leday of 200g, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City f Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. 1 n STATE OF MINNESOTA ) (ss. COUNTY OF ) PUBLIC KAREN J. ENGELHARDT Notary Public -Minnesota Jan 31. 2010 The foregoing instrument was acknowledged before me this t9tt- day of Apy-0 2001 by Mask U..desAad , Eden Trace Corporation. hi •err . t i City of Chanhassen Scott Thomas Anderson 7700 Market Boulevard Notary Public P. O. Box 147 'a,;;,; Minnesota Chanhassen, MN 55317 EtY Commission Ezpres January 31, 2012 (952)227-I100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 6 r 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9: Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property. 7 i I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold hamiless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 0 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 200�. STATE OF MINNESOTA ) ��.�/ (ss a COUNTY OF Cw ) The foregoing instrument was acknowledged before me this day of_, 2009', by Pc,6.r TsH f. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O- Box 147 Chanhassen. MN 55317 (952)227-1100 Scott Thomas AndetsoB Notary Publ c Minnesota Co mmissan Expires Ja" 31, 2012 h MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT Y�-. W1 which holds a mortgage on the subject property, the development of which is govemed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. M Dated this cot day of '-F • 1 200%. STATE OF MINNESOTA- ) (ss. COUNTY OF CWCed) The foregoing 20 01A, by V+:N:. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 M acknDwled ed before. 1me this day of 01' �010 Scott Thomas Anderson Notary Public [91 Minnesota Gwpissim Expires Jar wy 31, 2012 10 A U-) - 2 7 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Eden Trace Corp. for Site Plan Review for a 50,000 square -foot, one-story office/warehouse building, Planning Case #07-27. On January 15, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corp. for a site plan review for the property located at 2411 Galpin Court. The Planning Commission conducted a public hearing on the proposed site plan 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 PUD, Planned Unit Development (Office/Industrial) District. 2. The property is guided by the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Lot 1, Block 2, Chanhassen West Business Park. 4. Section 20-110 of the Chanhassen City Code requires the Planning Commission and City Council to evaluate a site plan's compliance with the following: a. The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed project is consistent with the site plan review requirements; C. The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; SCANNED f C. The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #07-27 dated January 15, 2008, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan for Planning Case 07-27. ADOPTED by the Chanhassen Planning Commission this 15`s day of January, 2008. CITY OF CIIMNSEN 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 1591 Park Road 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: February 11, 2008 b(j SUBJ: Business Impact Group/Snap Fitness Planning Case #07-27 (Site Plan Review) EXECUTIVE SUMMARY The applicant is requesting site plan approval for a one-story, 50,000 square -foot office/warehouse building. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on January 15, 2008 to review the proposed development. The Planning Commission voted unanimously (four for and none against) a motion recommending approval of the site plan. The Planning Commission minutes are item I of the February 11, 2008 City Council agenda. The only area of discussion regarding the project was the visibility of the building from the corner of Lyman Boulevard (CSAH 18) and Galpin Boulevard (CSAH 19). This site is going to be highly visible. It did not look like there was going to be a tremendous amount of landscaping added in the front of the building. The applicant meets minimum requirements for trees in the buffer yard plantings along the south and east property lines, but falls short on shrub quantities. Staff recommended that shrub quantities be increased to meet minimum requirements. However, the Planning Commission raid state that "it is a very attractively designed building and it will finish off that development quite nicely". RECOMMENDATION Staff and the Planning Commission recommend adoption of the motion as specified on pages 11 - 13 in the staff report dated January 15, 2008 approving the site plan for a 50,000 square -foot office warehouse building. ATTACHMENT Planning Commission Staff Report Dated January 15, 2008. g \plan\2007 planning casesx07-27 business impact gmup-snap bmess\executive summary.duc SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. CITY OF CHANHASSEN STAFF REPORT PC DATE: 01/15/08 CC DATE: 02/11/08 REVIEW DEADLINE: February29, 2008 CASE #: 07-27 BY: AF, BG, TJ, ML, JM, JS PROPOSAL: Request for BUSINESS IMPACT GROUP/SNAP FITNESS — Request for Site Plan Review for a 50,000 square -foot officelwarehouse building. LOCATION: 2411 Galpin Court (Lot 1, Block 2, Chanhassen West Business Park). APPLICANT: Eden Trace Corp. 8156 Mallory Court Chanhassen, MN 55317 (952)361-0722 mark@edentrace.com PRESENT ZONING: PUD, Planned Unit Development (Office/Industrial) District 2020 LAND USE PLAN: Office/Industrial ACREAGE: 3.8 acres DENSITY: F.A.R. 0.3 SUMMARY OF REQUEST: The developer is proposing a one-story, 50,000 square foot office -warehouse building. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. tCANNED Location Map Business impact Group/Snap Fitness 2411 Galpin Court City of Chanhassen Planning Case 07-27 n e r eek Tr it Srid/e c .P Stone Stone Creek Ln W N 5 0 m C) CD G m Leek Dr CCG7 �- n Sro Subject Property Lyman Blvd (C.R. 18) 4 yid �e/r, a� 0 '9 J SCANNED Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 2 of 13 PROPOSAL/SUMMARY The applicant is requesting site plan approval for a one-story, 50,000 square -foot office/warehouse building. The property to the north, across Galpin Court, is a vacant parcel within the Chanhassen West Business Park Planned Unit Development (PUD). The property to the east, across Galpin Boulevard, is a residential single-family subdivision, Stone Creek. The property to the south, across Lyman Boulevard, contains the Holasek nursery, which is currently zoned Agricultural Estate District and is guided for Office/Industrial use. Both Galpin Boulevard and Lyman Boulevard are classified as minor arterial roadways in the City of Chanhassen Comprehensive Plan. Minor arterial roadways are intended and designed to carry higher traffic volumes. The building to the west is a condominium of&celwarehouse building within the Chanhassen West Business Park. Water and sewer service was provided to the site as part of the Chanhassen West Business Park development. Access to the site is from Galpin Court via a shared driveway (private street) with the building to the west. A grouping of trees is being preserved along Galpin Boulevard. These trees were shown as being preserved as part of the original subdivision of the site. Pedestrian access is being provided from the site to the City trail on Galpin Boulevard. Staff is recommending that an additional connection be provided to Lyman Boulevard to access the future trail on Lyman Boulevard. Subject to the revisions recommended in this report, the proposed development complies with all zoning regulations, PUD standards and site plan review requirements and is consistent with the Comprehensive Plan. Staff is recommending approval of the site plan subject to the conditions of this staff report. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Chanhassen West Business Park Development Design Standards On April 10, 2006, the Chanhassen City Council approved the following: • The Chanhassen West Business Park PUD Amendment for a 20-foot parking setback from Lyman Boulevard right-of-way for Lots 1 and 2, Block 2, Chanhassen West Business Park. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 3 of 13 • Site Plan #06-11, for a 49,105 square -foot officetwarehouse building for the site immediately to the west of the site under review. On September 29, 2005 the Chanhassen City Council approved the final plat for Chanhassen West Business Park creating 8 lots, 3 outlots and associated right-of-way for public streets. On August 22, 2005, the Chanhassen City Council approved the following: • Rezoning of the property located within the Chanhassen West Business Park from Agricultural Estate District (A-2) to Planned Unit Development (PUD) incorporating the development design standards contained within the staff report; • Preliminary Plat for Chanhassen West Business Park, plans prepared by Schoell & Madson, Inc., dated June 17, 2005; and • Wetland Alteration Permit to fill and alter wetlands within the development, plans prepared by Schoell & Madson, Inc., dated June 17, 2005. GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement The building has two main entrances with one on the east side of the building and one on the south side of the building. The entrances are emphasized through the use of projecting columns and the extension of the stone veneer to the roof. Additionally, copper colored, arched metal canopies are located over the entrances. These canopies are also included over the three -paned storefront windows interspersed on the south side and southeast comer of the building. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 4 of 13 Building articulation is accomplished though the use of multiple materials, use of windows and entrances, providing stone veneer columns at regular intervals and the stepping back of the building along the eastern elevation. Material and detail Building materials consist of burnished, rock -faced and single -scored burnished block, stone veneer, cement window headers and sills, aluminum window and door frames, metal canopies and steel columns and wall caps. Color The primary building color is Swiss chocolate (dark brown) with brown entry columns and wall caps, and amber bronze window and door frames. Corbelling at the top of the parapet incorporates bands of desert sand (tan) and Cotswold stone (rust). Window headers and sills are limestone colored. The canopies as well as metal accent bands in columns are copper colored. The stone veneer along the bases and in the columns and at the entries mix tan bronze and red. Height and Roof Design Building height is 24 feet to the top of the parapet, except in the entry area columns where the column height is 26 feet. Pitched roof elements consist of the arched canopies over the entries. Mechanical equipment shall be screened through the use of low -profile units and placement away from the edges of the roof. Facade Transparency The building includes transparent windows and or doors in all office and showroom areas of the building. Additionally, decorative windows are proposed on the upper level windows throughout the building. All other areas shall include landscaping material and architectural detailing and articulation. For buildings with a use or function that does not readily allow windows, e.g., cooler or freezer areas, mechanical rooms, security areas, storage areas or warehouse or manufacturing space in commercial or industrial buildings, the fenestration standards may be reduced. However, the architecture detailing must be provided by the use of upper level windows, the use of spandrel glass or architectural detailing which provides arches, patterning, recesses and shadowing that provide aesthetic interest. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 5of13 To continue the patterning and detailing of the building, staff is proposing that the following be added to the building. Two upper level windows shall be added on the west end of the south building elevation in the garage area. A column shall be added in the middle of the north building elevation in the warehouse area of the building. Site Furnishing The developer is connecting the site to the public trail on Galpin Boulevard. The developer should also provide a pedestrian connection from the site to Lyman Boulevard for connection to the future trail on Lyman Boulevard. Pedestrian ramps shall be installed at all curbs along this pathway. The developer should provide benches and/or picnic tables for employees. Loading Areas, Refuse Area, etc. Loading docks are located to the west of the building in a truck park area established in conjunction with the building to the west. Trash containers are proposed to be located within the building near the drive-in overhead doors. Landscaping Minimum requirements for landscaping include 5,254 square feet of landscaped area around the parking lot, 11 landscape islands or peninsulas, 21 trees for the parking lot, and bufferyard plantings along the south and east property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Required Proposed Vehicular use landscape area 5,254 s . ft. 49,850 s . ft. Trees/parkingTrees/parking lot 21 overstory trees 21 overstory trees Islands/parking lot 11 islands or peninsulas 12 islands/peninsulas The applicant meets minimum requirements for trees and landscaping in the parking lot area. Required Plantings Proposed Plantings Bufferyard C — south 12 overstory trees 13 overstory trees property line, 400' length 24 understory trees 26 understory trees 36 shrubs 21 shrubs Bufferyard C — east property 12 overstory trees Existing significant trees line, 420' 25 understory trees 20 overstory trees 37 shrubs 33 understory trees 32 shrubs The applicant meets minimum requirements for trees in the bufferyard plantings along the south and east property lines, but falls short on shrub quantities. Staff recommends that shrub quantities be increased to meet minimum requirements. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 6 of 13 Staff recommends that all plantings along Galpin Boulevard be field located as to not damage existing plantings. No trees or shrubs shall be planted within the protected area of trees without City approval. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. Any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. Staff recommends that wood chip mulch be used around trees in all landscape peninsulas in place of sod or rocks. Lot Frontage and Parking location The site fronts on three streets: Galpin Court, Galpin Boulevard and Lyman Boulevard. Parking is distributed around the building with 23 spaces north of the building, 49 east of the building and 39 south of the building. LIGHTING/SIGNAGE Architectural lighting is proposed, exterior finish note number 23, in most of the column features. Such lighting may only be down cast. A decorative, shoebox fixture (high- pressure sodium vapor lamps) with a square ornamental pole shall be used throughout the development area for area lighting. The development shows metal halide lighting, which must be revised to high-pressure sodium vapor. All light fixtures shall be shielded. The developer is showing a 6-foot 8-inch tall, approximately 35 square -foot monument sign in the southeast corner of the property. All freestanding parcel signs shall be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The applicant is also showing wall signage at building entrances. Wall signage shall comply with City Code requirements for signage in the industrial office park. Sign must use individual dimension letters with a minimum of 1/2-inch depth. Logos may not exceed 15 percent of the signage area. Wall signage shall be backlit if illuminated. A separate sign permit is required for signage. MISCELLANEOUS The building is required to have an automatic fire extinguishing system. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. Detailed occupancy related requirements will be addressed when complete plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Applicant must comply with the following Fire Prevention policies: a. 40-1995 Fire Sprinkler requirements. b. 07-1991 Pre -fire plan drawings. c. 29-1991 Premises identification. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 7 of 13 d. 34-1993 Water service installation. e. 36-1994 Combination Fire/Domestic water service line. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. The proposed fire hydrant locations are acceptable. A PIV (Post indicator valve) is not required. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. A 10-foot clear space must be maintained around fire hydrants. A portion of the Park Dedication Fees, $40,150, was paid in cash with the final plat with the remaining balance of $319,350 being paid with the building permit based on the lot area. The total area of all lots within the subdivision is 28.61 acres. The park fees payable with the building permit shall be (3.8/28.61) x $319,350 = $42,416.00. GRADING, DRAINAGE, EROSION AND SEDIMENT CONTROL AND RUNOFF The site was mass graded with the Chanhassen West Business Park development. Minor grading modifications are required for the proposed building and parking area. The first floor elevation of the building is consistent with the final grading plan. The existing contours on the east side of the property are incomplete. The proposed contours must tie into the existing contours shown on the plan. Runoff from the site will be conveyed via private storm sewer to the pond located in the southwest comer of Chanhassen West Business Park. The pond has been excavated and has the capacity to treat the runoff generated from this site. The total land disturbance associated with the proposed project exceeds the minimum threshold for "small construction activity". Therefore, a NPDES Phase II permit to discharge stormwater associated with construction activities is required. This permit must include the General Contractor responsible for day -today operations of the site and the owner. This should be noted on the SWPPP included with the plan submittal. The permit must be presented at the preconstruction meeting or prior to commencement of grading activities. Other amendments to Sheet C4 - SWPPP are as follows: I. Under 2. "Sequence of Construction Activities" insert "construct rain gardens" after item #10 and before item #11. 2. Under 3.2 "Control Measures" (1) include language that the SWPPP must be amended to indicate all dewatering activities and implemented BMPs for the dewatering. Further, should the dewatering exceed minimum thresholds ad DNR permit will be required and must be obtained by a responsible party. 3. Under 5.1 "Erosion Control Inspection", include language stipulating that the SWPPP and all amendments to it shall be kept onsite in an easily accessible location known to all relevant parties. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 8 of 13 Sheet CI -Grading and Erosion Control Plan should be amended as follows: 1. Inlet protections shall be called out on all existing structures. In particular, the existing CBMH located at the approximate centerline of the eastern property boundary for Lot 2, Block 2. 2. Erosion control blanket in the northeast corner of the project should be extended to cover all area up to that point where the proposed grades match the existing grades. 3. Rain garden areas should be constructed last and those areas need to be protected during construction of the remainder of the site to prevent heavy machinery travel across these areas and the stockpiling of soils and other materials. 4. Perimeter controls shall be placed around the rain garden features until the area tributaries to the rain gardens are stabilized. 5. Rain gardens should be situated in relation to the curb cuts such that stormwater inputs must travel through a vegetated swale prior to entering the rain gardens. This will reduce sediment entering the rain garden which could diminish the infiltration of the rain garden. This swale could be maintained as turf grass. Sheet Ll — Landscape Plan should be amended as follows: 1. Calculations should be performed and provided to show that the rain gardens will drain within 48 hours and will not bounce more than one foot. 2. A pre-treatment filter strip or vegetated swale should be included between the curb cut and rain garden feature which is adequate to remove sediment from the runoff to prevent sediment deposition within the rain garden which diminishes infiltration rates within the surface of the rain garden. 3. An emergency overflow should be provided for the rain water gardens. The creation of a swale between the two gardens is strongly encouraged. 4. It should be noted that woody vegetation is acceptable within rain water gardens. 5. Erosion control blanket should not be placed over the infiltration surface of the rainwater garden. 6. Shredded mulch should be placed within the rain water garden. Refer to Wisconsin DNR Bioretention Design, The Metropolitan Councils' "Minnesota Urban Small Sites BMP Manual", or the "Low -Impact Development Design Strategies" from the Prince George's County, Maryland Department of Environmental Resources for additional information regarding design considerations. RETAINING WALLS The plan identifies a retaining wall at the southwest comer of the building. The top and bottom of wall elevations is not shown on the plans. Staff estimates the maximum height of the wall to be approximately three feet. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 9of13 UTILITIES Lateral sanitary sewer and watermain were installed within Galpin Court in conjunction with the Chanhassen West Business Park development. One eight -inch diameter watermain and one six- inch diameter sanitary sewer stub were installed to the property. The sanitary sewer will be extended to the north side of the building. Eight -inch watermain must be looped around the building and connect to the existing eight -inch stub on the property to the west. This watermain shall be privately owned and maintained. Sanitary sewer and water hookup for this site were previously assessed and paid. STREETS AND ACCESS Galpin Court was constructed with the Chanhassen West Business Park development. The proposed building will access Galpin Court at the joint driveway with the property to the west. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued. PARKS DEDICATION FEE A portion of the park dedication fee for this property was collected with the development contract. The remaining balance of this fee is $40,770.46 and must be paid with the building permit. WETLANDS A review of available data including the Chanhassen SWMP, NWI, and aerial photography does not indicate the presence of any wetlands on or immediately adjacent to the subject property. Further, the topography of the area and the moderately well -drained soils is such that the area would not typically support wetland characteristics. Based upon review of remote sensing materials and a site visit, no wetlands exist on or adjacent to the property. ram.*y The proposed project does not lie within 1,000 feet of the ordinary high water level (OHW) of any public waters and therefore is not within a shoreland district. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. Included within the agency comments are the following: Carver County Watershed Management Organization — "Pond Filtration Shelf It appears that the pond she f is not functioning. This was communicated in emails in July and August of this year... We have requested as-builts for the shelf and have received a grading as- Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 10 of 13 built for the pond that shows no details on the shelf. Until we receive as-builts and determine a correction to the filtration shelf issue, no further approval of lots will be given. " Carver County SWCD — They had specific comments regarding the SWPPP and NPDES permit. Their comments have been incorporated under the Erosion and Sediment Control and Runoff section of this memorandum. COMPLIANCE TABLE PUD BIG/SNAP Building Building Height 3 stories 1 story 40 feet 24 feet Building Setback N - 30' E - 50' N - 64' E - 116' W-0'S-50, W-25'S-70' Parking Stalls 96 stalls 111 stalls (Office 511,000 with 15,366 sq. ft. of office equals 77 stalls. Warehouse 1/1,000 for first 10,000, then 1/ 2,000 thereafter with 27,795 sq. ft. of warehouse equals 19 stalls.) Parking Setback Hard Surface Coverage LRTRs1 N-10' E-50' W-0' S-20' 70% 1 acre N-ITE-47" W-0'S-20' 70% 3.8 acres ' Plan must be revised to meet the 50- foot setback from the property line to the parking lot. # Hard surface coverage must average 70 percent over the entire development. Individual lots may exceed 70 percent site coverage. See table below. Lot Lot Area Building area PUD Bldg. Site coverage Site (acres) (sq. ft.) area Estimate (acres) Coverage F.A.R 0.28 M) (sq. ft Lot 3+ pt 1 & 7.4 110,000 97,300 5.1 69 2, B 1 a ek Pt Lot 1 & 2, 2.65 25,300 est. 25,300 1.6 60 Bl Lot 1, B 2 3.8 50,000 46,500 2.66 70 IG/SNAP Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 11 of 13 Lot Lot Area Building area PUD Bldg. Site coverage Site (acres) (sq. ft.) area Estimate (acres) Coverage F.A.R. 0.28 M (s . ft.) Lot 2, B2 3.32 46,152 40,300 2.65 80 (Building 2) Lot 3, B2 2.85 34,800 est. 34,800 1.94 68 Lot 4, B2 5.0 49,700 61,400 3.1 62 (Min er) Lot 5, B2 3.58 48,000 43,700 2.5 70 (Outset) Outlot C 3.8 0 0 0 0 Total 32.4 363,952 349,300 19.55 60 Staff w@omme%da ih and the Planning Commission recommend that City Council adopt the following motion and adoption of the attached findings of fact and recommendation: "The Chanhassen City Council approves Planning Case #07-27 approving a site plan for a 50,000 square -foot, one-story office warehouse building, plans prepared by Houwman Architects, dated November 06, 2007, subject to the following conditions: 1. The building is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. 4. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. 5. Architectural lighting shall be down cast only. 6. Two upper level windows shall be added on the west end of the south building elevation. 7. A column shall be added in the middle of the north building elevation. 8. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. 9. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. 10. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 12 of 13 11. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 12. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. Any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. 13. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. 14. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. 15. Applicant must comply with the following Fire Prevention policies: a. 40-1995 Fire Sprinkler requirements. b. 07-1991 Pre -fire plan drawings. c. 29-1991 Premises identification. d. 34-1993 Water service installation. e. 36-1994 Combination Fire/Domestic water service line. 16. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. 17. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. 18. A 10-foot clear space must be maintained around fire hydrants. 19. The park fees payable with the building permit shall be $42,416.00. 20. Sheet C1 shall be amended to show inlet protections on all existing storm sewer inlets. 21. Sheet C I shall be amended to extend the erosion control blanket in the northeast comer of the lot to cover all soil until the proposed grading matches the existing grade. 22. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. 23. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. 24. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. Business Impact Group/Snap Fitness Planning Case 07-27 January 15, 2008 Page 13 of 13 25. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. 26. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. 27. The complete existing contours must be shown on the east side of the property. 28. The proposed contours must tie into the existing contours shown on the plan. 29. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. 30. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. 31. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Reduced Copy Main Floor Plan. 5. Reduced Copy Building Elevations. 6. Reduced Copy Grading & Erosion Control Plan. 7. Reduced Copy Utility Plan. 8. Reduced Copy Landscape Plan. 9. Reduced Copy Landscape Details. 10. Public Hearing Notice and Mailing List. gAplan\2007 planning cases\07-27 business impact group -map fitness\slaR report big map.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Eden Trace Corp. for Site Plan Review for a 50,000 square -foot, one-story officetwarehouse building, Planning Case #07-27. On January 15, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Eden Trace Corp. for a site plan review for the property located at 2411 Galpin Court. The Planning Commission conducted a public hearing on the proposed site plan 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 The property is currently zoned PUD, Planned Unit Development (Office/Industrial) District. 2. The property is guided by the Land Use Plan for Office(Industrial uses. 3. The legal description of the property is: Lot 1, Block 2, Chanhassen West Business Park. 4. Section 20-110 of the Chanhassen City Code requires the Planning Commission and City Council to evaluate a site plan's compliance with the following: a. The proposed project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed project is consistent with the site plan review requirements; C. The proposed project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d. The proposed project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed project creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #07-27 dated January 15, 2008, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan for Planning Case 07-27. ADOPTED by the Chanhassen Planning Commission this 15`s day of January, 2008. CHANHASSEN PLANNING COMMISSION M Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION r LCHJC rR11V 1 Applicant Name and Address: EDEnI TRACE co2P _A\S6 MAta bKY CouRr C' 4K"AsS -iF I. MN. 55311 Contact: tAQK LIaDE 5-rArD Phone_2Q, 361 o'72- Fax: 45230o12-3 Email: Mark 2 oo,, Planning Case No. 0-7 —,a—] CITY OF CHANHASSEN RECEIVED OCT 2 0 2007 CHANHASSEN PLANNING DEPT Owner Name and Address: Susl o Ess �«.pnc# Grov,P / Sn4,p F k'+ s s Contact: PgA.4. Phone: QSz. 474 542z Fax:gsz- Lt75'-54t6 Email: 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 v Site Plan Review (SPR)* Soot Soo= r 000 Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment _VX Notification Sign - $200 (City to install and remove) X Escrow for Jling Fees/Attorney Cost** - $50 CUP SP VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB E ✓�7fc�ce CoY TOTAL FEE $ ( 200, C.K=a iZ91Z, P 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. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" 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. SCANNED PROJECT NAME: 611 510ess LOCATION: ZHU GA-LPla 6WR7c FZ'r p Es S LEGAL DESCRIPTION: LOT k E3Locy- 2 CkkA 4ylciSEn1 WEsr BUSWCC55 PAR'' TOTALACREAGE: WETLANDS PRESENT: PRESENT ZONING: REQUESTED ZONING: 2 PRESENT LAND USE DESIGNATION: YES X NO Z o-P REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: 50000 s�'• o u/warekouse 6jd . 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. 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. EAET3-ij6kcc cca.P k I - t-1- 07 Signature of Applicant Date V� tl-18-t) l Signature of Fee Owner Date G:\pLAN\fonns\Development Review Applic tion.DOC Rev. 12M U� x g S g� Q O 'f 2j� 2 1 ' ■■■■++ _...set, • �1W E. € sEg f°!A� S d a U-.� ; Ci: yi! � ?oes, !@ fAp d � !ip Y ia td!@ it�ds! 3 d a a � g •a yyy}y�� i! 9`•e t d:a 3tgt qae � g. yaA. E 47� a ea S° '•j, 44443 !a i a !Y-e 9 1.3A a p� �t+ doe e!4 tttgegl !AS Pt Iffil 5f C i* u ; | a §); \!! \§ 4$E ] | , �/j g• - ; e ) \ ■iB,m , 4 a dal _ _ ----- i� g ' tl�e � — _ ___ 1 3 7 �i 0 W LL �� SSS ✓-—. USA'—., 11 Effi s s {{ il4gg¢¢ ygp 3gg p gg �- - tl y¢6hs� xg Vol �5 7i � E [ � e eg8 $ � ■ c- a $ v gg a e eo Cgs �c g ¢F@® Ala 9g la € 1- S GG� tl tl @c5 @ep $ggl o wig' `y+i y5 Fi ! W W 312 all f i y o�pp Uf fn L E de�sa�x 0 Stl E Fp q$� 3 YON 1° Jj 55 ¢3z3x E 4 E ° g ¢IsA I RIX � E� 6�e�: bg3 ¢¢b¢1 - $ YF L 8 osmm 0®NEI F 6 AB79B3009099E10�B �COE[GGDEDFInE 00 I JI r a 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 January 3, 2008, 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 Business Impact Group/Snap Fitness — Planning Case 2007-27 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. K en J. En I dt, Der4 Clerk Subscribed and sworn to before me this, day of So r%,.ttr j , 2008. 1 w Notary Publi alKIM T.MEUWISSEN Notary Public -Minnesota y Commission Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 15, 2008 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 50,000 square -foot Proposal: office/warehouse building on property zoned Planned Unit Develo merit PUD located at Applicant: Eden Trace Corporation Property 2411 Galpin Court Location: (Lot 1, Block 2, Chanhassen West Business Park) 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: at the Meeting: 1. Staff will give an overview of the proposed project. 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/serv/plan/07-27.htmi. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is 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 rior 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 commerciaUndustrial. • 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 spokespersonlrepresentative 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, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, January 15, 2008 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 50,000 square -foot Proposal: office/warehouse building on property zoned Planned Unit Development PUD located at Applicant: Eden Trace Corporation Property 2411 Galpin Court Location: (Lot 1, Block 2, Chanhassen West Business Park) 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: 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/serv/plan/07-27.html. If you wish to talk to someone about this project, please contact Robert Generous by email at baenerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is 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, Weiland 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 recommentlation. 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 commerciaUndustdal. • 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 spokespersordrepresentative 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. r e gee ' arias c, °s anon cone cre e creew knW m S 0 � m � v reey Or oa'7 6 one Subject � Property Lyman Blvd (C.R. 18) 4 Disclaimer This map Is neither a legally recorded map nor a survey and Is not Intended to he used as one. This map is a compilation of records. information and data located In various city, county, state and federal offices and other soumes regarding Me area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are shot tree. and the City does not represent that the CIS Data can be used for navigational, tracking or any other Purpose requiring eructing measurement of distance or direction or precison in the depiction of geographic features. It emors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subtl. 21 (201 and the user of this map acknowledges that the City shall not be Made for any damages, and expressly waives all claims, and agrees to defend, intlennify, and hold harmless, the City from any and all claims brought by User, Its employees or agents, or Mind padles which arse out of the users access or use of data provided Subject Lyman Blvd (C.R. 18) This map is newer a legally recorded map nor a survey and is not intended to he used as one. This map is a compilation of records. intormation and data located in various city, county, state and federal offices and other sources regarding Me area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free. and the Crty does not represent that the CIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. ff emors or tliscrepanores are found lease contact 952-227-1101. The precedng dsclaimer is prodletl pursuant to Minnesota Sutures §366-03, SOW 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all Gans, and agrees to defend. intleonify, and hdtl harmless the City from any and all claims brought by User, its employees or agents, or Mind parties which was out of the users access or use of data provided. DAVID G & YAEL M RUBIN MARK ALLEN SUNDQUIST RODDY Y & LAURIE L W ZIVKOVICH 2345 STONE CREEK LN W 2374 STONE CREEK DR 2337 BOULDER RD CHANHASSEN, MN 55317 -7413 CHANHASSEN, MN 55317 -7403 CHANHASSEN, MN 55317 -7401 THOMAS V & BEVERLY L ANTILLEY 2361 STONE CREEK DR CHANHASSEN, MN 55317 -7403 TOM & SOMMANA MONTHISANE 2381 STONE CREEK LN W CHANHASSEN. MN 55317-7413 THOMAS E & MARY K WITEK 2318 STONE CREEK DR CHANHASSEN, MN 55317 -7403 JOHN F & LAURIE SULLIVAN 2346 STONE CREEK DR CHANHASSEN, MN 55317-7403 JEFFREY J & KARLA M ALTHOFF 2326 BOULDER RD CHANHASSEN. MN 55317-7401 JAMES M & JENNIFER D LARRANAGA 2318 BOULDER RD CHANHASSEN. MN 55317-7401 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN, MN 55317-7401 SCOTT T & NICOLE M BRUSH 2301 BOULDER RD CHANHASSEN. MN 56317-7401 JOEL E & HEIDI M LEHRKE 2329 BOULDER RD CHANHASSEN, MN 55317-7401 RICHARD B & CHRYSAUNA A BUAN 2369 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 JEFFREY J & ABIGAIL M WILSON 2332 STONE CREEK DR CHANHASSEN. MN 55317 -7403 JOSHUA T KRIENKE & CHRISTINA A KRIENKE 2375 STONE CREEK DR CHANHASSEN, MN 55317 -7403 KELLY K MORLOCK & SARA B ROMANSKI-MORLOCK 2325 BOULDER RD CHANHASSEN, MN 55317 -7401 DOUGLAS G & SARAH P HIPSKIND 2317 BOULDER RD CHANHASSEN, MN 55317 -7401 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN. MN 55317 -7401 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN, MN 55317 -7401 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN. MN 55317-7401 WILLIAM A & LORRAINE RODRIGUEZ 2357 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 JOHN D & JODEE A MURPHY 2360 STONE CREEK DR CHANHASSEN, MN 55317 -7403 DANIEL J & PAMELA J CULHANE 2333 BOULDER RD CHANHASSEN. MN 55317 -7401 CHARLENE A STENDER 2321 BOULDER RD CHANHASSEN, MN 55317 -7401 WELLS FARGO BANK NA C/O SELECT PORTFOLIO SERVICING 3815 SOUTH WEST TEMPLE SALT LAKE CITY, UT 84115 -4412 DELORIS B HOLASEK TRUST C/O HOLASEK FARMS LP 2015 STAHLKE WAY CHASKA , MN 55318 -3239 VOLK-MINGER PROPERTIES LLC 2218 LUKEWOOD DR CHANHASSEN. MN 55317-8425 TAUNTON VENTURES LP & JC INVESTMENTS OF CHASKA LLC CHAN WEST II LLP SNAP FITNESS INC 1405 WEST FARM RD 8156 MALLORY CT 18760 LAKE DR E CHASKA , MN 55318 -9517 CHANHASSEN, MN 55317 -8506 CHANHASSEN. MN 55317 -9384 MP DEVELOPMENT LLC CARLSTON COMMERCIAL RE LLC WAYTEK INC 2218 LUKEWOOD DR 8150 DREXEL CT 2440 GALPIN CT CHANHASSEN , MN 55317 -8425 EDEN PRAIRIE, MN 55347 -2189 CHANHASSEN , MN 55317 -4621 Public Hearing Notification Area (500 feet) Business impact Group/Snap Fitness 2411 Galpin Court City of Chanhassen Planning Case 07-27 Stone Creek Ln W m gone Cree 'o O G> 'm � �p a n v 1 teek Dr cO`'n a S 1pne Creek Or i1 fE Subject Property -' Lyman Blvd (C.R. 18) (y�dn6 pv\ a� I q i J i I i i � I G 9 o-7—Z-7 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.07-27 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, January 15, 2008, 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 Site Plan Review for a 50,000 square -foot office/warehouse building on property zoned Planned Unit Development (PUD) located at 2411 Galpin Court (Lot 1, Block 2, Chanhassen West Business Park). Applicant: Eden Trace Corp. 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/sere/plan/07-27.html 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: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on January 3, 2008) SCANNED 6-7-Z% CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.97-27 NOTICE IS HEREBY GI V EN that the Chanhassen Planning Commissionwillholdapublic hearing on Tuesday, January 15, 2008, 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 Site Plan Review for a 50,000 square -foot office/ warehouse building on property zoned Planned Unit Development (PUD) located at 2.411 Galpin Court (Lot 1, Block 2, Chanhassen West Business Park). Applicant: Eden Trace Corp. A plan showing the location of the proposal isavailableforpublicreview on the City's web site at www,ci,chanhassen.mn.us/serv/ olan/07-27 hlmlor at City Hallduring regularbusinesshours. All interested persons are invited to attend this public hearing and express their opinionswithrespectto this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227- 1131 (PublishedintheChanhassenVillager on Thursday, January 3, 2008; No. 4008) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, 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 as 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. 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 publication of the Notice: abcdefghijklmnopqrstuv,Wxyz Laurie A. Hartmann Subscribed and sworn before me on this day of 2008 1/�/ Notary Public My =Cvm RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter .............................................. $12.19 per column inch SCANNED o--7 -2-:7 r Planning Commission Meeting — January 15, 2008 Papke: Mr. Chair, I'd like to make a motion that the Chanhassen Planning Commission recommends that the City Council approve the distribution of the Nondegradation Assessment to the Minnesota Pollution Control Agency in compliance with the NPDES Phase II permit as revised June 1, 2006. McDonald: Do I have a second? Undestad: Second. Papke moved, Undestad seconded that the Planning Commission recommends that the City Council approve the distribution of the Nondegradation Assessment to the Minnesota Pollution Control Agency in compliance with the NPDES Phase II permit as revised June 1, 2006. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING: BUSINESS IMPACT GROUP SNAP FITNESS: REOUEST FOR SITE PLAN REVIEW FOR A 50,000 SQUARE FOOT OFFICE/WAREHOUSE BUILDING ON PROPERTY ZONED PLANNED UNIT DEVELOPMENT (PUD) LOCATED AT 2411 GALPIN COURT (LOT 1, BLOCK 2, CHANHASSEN WEST BUSINESS PARK). APPLICANT, EDEN TRACE CORP. PLANNING CASE 07-27. (Mark Undestad excused himself from the meeting due to a conflict of interest.) Bob Generous presented the staff report on this item. McDonald: Any questions of staff? Larson: Yes. McDonald: Debbie. Larson: Why do you want them to redirect the walkway to Galpin Boulevard and not through the trees? Wouldn't that make a prettier walk? Or are they too tight? Generous: Jill's answer to that was by going into that you impact the tree system and you have a tendency, because they have to take Bobcats and stuff in that, you destroy what you're trying to preserve. Aanenson: You have to grade it level. Larson: To put a walk back there? Generous: Yeah. Aanenson: Yeah, put a sidewalk. Yeah, to meet ADA. W. Planning Commission Meeting — January 15, 2008 } Larson: Gotch ya. Okay. McDonald: Alright. Any other questions? Papke: Yeah. This is going to be a very highly visible. From Lyman this is going to be kind of the corner stone of that area. The drawings, it was hard to tell from the drawings. It's easy to tell what the building is going to look like, but it was hard to tell what the site is going to look like after the landscaping and trees and everything go in. Any idea of how much of the building, the trees are going to. Aanenson: Perspective from highway. Papke: Yeah, from Galpin and from Lyman. Generous: Not the trees per se. It should be fairly visible, if you look at the landscaping plan. Papke: Yeah, it didn't look like there was going to be a tremendous amount of landscaping that's going to be added in the front of the building. Generous: It's mostly on the Galpin side that they'll have the screening because of the existing concentration of preserved trees that they're going to have to need to do. Papke: How about berming? Is there? Generous: No, they're not berming. The site actually goes down and so the... Well it's 958 in this corner and it's finished floor elevation of 961 so it's 3 feet up from this, the southeast. However you're down at, 65, 66. About 968 at the Galpin ... intersection so you're down 7 feet to the finished grade so you're looking, from the north you're looking down into the site. From the south you're looking up. On the south side, the corner, like I said, will be mostly open on the landscaping plan. They have incorporated the rain gardens too as part of their surface water system. Papke: Where are the existing trees on that? Generous: They're grouped right in this area so they go in and out, and so they'll, all, most of the new plantings... heavy concentration there. This will be more open on the south side. Papke: Yeah, it looks like the parking lot comes pretty close to the right-of-way on the south side. Generous: Yeah, it meets, it's at the 20 foot when you get over to the west end. Papke: Okay. Well I guess the good news is, it's a good looking building but it is, it does seem like it's going to be extremely visible. 29 03"oAa• Planning Commission Meeting — January 15, 2008 Aanenson: We did make modifications from when it first came in. We did ask for some additional articulation. Some window treatments. That concern. It is a highly visible building. Generous: Yeah, all these upper level windows were something that we added ... base around the windows and then the expansion of these stone material. Aanenson: Those are all the changes from the first. Generous: And plus you know, they incorporated these arches over the, the bigger windows to add the emphasis that provides the interest to the building. McDonald: Is there actually a second story up there with those windows? Generous: No. McDonald: Or is that just a really high ceiling? Generous: Yes. It's a high roof. Aanenson: And again we wanted to give it that look, a more office on two stories as opposed to a larger warehouse. Larson: So would they just be real windows or are they just fagade treatments? McDonald: Okay, no further questions. This is a public meeting so I would ask if there's anyone out there that wishes to make comment, please come up to the podium and address the commissioners with your comments. Applicant: I'm just here for questions. McDonald: Oh, okay. Well in that case, seeing no one come up. I will close the public meeting and I'll bring it back up for the commissioners for any final thoughts or comments. Kathleen? Thomas: I don't really have any comments. It is visible but I think like that's, they've done a good job at kind of making it acceptable for being on the comer so, and being so visible so I'm okay with it. McDonald: Debbie? Larson: Nothing. McDonald: Kurt? Papke: I have no concems. I think it's a very attractively designed building and it will finish off that development quite nicely. It would have been nice to have a few more trees there on the corner but for what they're trying to cram in there, I can see why they're doing what they're Kul Planning Commission Meeting — January 15, 2008 doing. They're certainly following all the city codes and so on. They're not breaking any rules so I can't fault them for what they're doing there so I'm fine with it. McDonald: Okay. Then in that case, does anyone wish to make a motion for recommendation. Thomas: Sure, I'd like to make a motion, the Chanhassen Planning Commission recommends that the City Council approve Planning Case #07-27, approving a site plan for a 50,000 square foot, one story office warehouse building, plans prepared by Houwman Architects, dated November 6, 2007, subject to the following conditions. Conditions 1 through 31 with the removal of condition 32. McDonald: Okay. Do I have a second? Larson: I'll second that. Thomas moved, Larson seconded that the Planning Commission recommends that the City Council approves Planning Case #07-27 approving a site plan for a 50,000 square -foot, one- story office warehouse building, plans prepared by Houwman Architects, dated November 06, 2007, subject to the following conditions: 1. The building is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. The plan must be revised to meet the 50-foot setback from the property line (on Galpin Boulevard) to the parking lot. 4. Site lighting shall be revised to incorporate high-pressure sodium vapor lamps. 5. Architectural lighting shall be down cast only. 6. Two upper level windows shall be added on the west end of the south building elevation. 7. A column shall be added in the middle of the north building elevation. 8. The developer shall provide a pedestrian connection from the site to Lyman Boulevard. 9. The proposed sidewalk shall not be located within the existing group of protected trees. The sidewalk shall be located either north or south of this area with City approval. 10. Pedestrian ramps shall be provided at all curbs for trail and sidewalk connections. 11. All plantings along Galpin Boulevard shall be field located so as to not damage existing trees. No trees or shrubs shall be planted within the protected area of trees without City approval. 31 Planning Commission Meeting — January 15, 2008 12. All trees shown as preserved on plans dated 09/16/07 shall be protected by tree protection fencing before any construction activities begin. Any trees killed or damaged shall be replaced at a rate of 2:1 diameter inches. 13. Shrub quantities shall be increased to meet minimum requirements for bufferyard plantings. 14. Wood chip mulch shall be used around trees in all landscape peninsulas in place of sod or rocks. 15. Applicant must comply with the following Fire Prevention policies: a. 40-1995 Fire Sprinkler requirements. b. 07-1991 Pre -fire plan drawings. c. 29-1991 Premises identification. d. 34-1993 Water service installation. e. 36-1994 Combination Fire/Domestic water service line. 16. Applicant must fill out the Combustible Storage and High Pile Combustible Storage form. 17. No burning permits shall be issued for trees to be removed. Trees and scrubs must either be removed from site or chipped. 18. A 10-foot clear space must be maintained around fire hydrants. 19. The park fees payable with the building permit shall be $42,416.00. 20. Sheet C1 shall be amended to show inlet protections on all existing storm sewer inlets 21. Sheet C1 shall be amended to extend the erosion control blanket in the northeast corner of the lot to cover all soil until the proposed grading matches the existing grade. 22. Sheet C4 item #2 shall be amended to insert the construction of rain gardens as item #11 in the sequencing of construction activities and "inspect site" shall be amended so that it is #12 in the sequence. 23. Sheet C4 item #5.1 shall have language added to the effect that the SWPPP, all amendments and the NPDES permit shall be kept on site in a readily accessible location known to all relevant individuals. 24. Sheet Ll the rain gardens shall be designed so that water runoff from the parking area will travel through some form of filter BMP. 32 Planning Commission Meeting — January 15, 2008 25. The rain gardens shall be designed to drain within 48 hours and not be inundated to a depth greater than one foot during a 10-year storm event. Calculations need to be provided supporting this. 26. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. 27. The complete existing contours must be shown on the east side of the property. 28. The proposed contours must tie into the existing contours shown on the plan. 29. Retaining walls four feet high or higher require a building permit and must be designed by an engineer registered in the State of Minnesota. 30. Eight -inch watermain must be looped around the building. This watermain shall be privately owned and maintained. 31. A cross -access agreement must be dedicated and a copy provided to the City before the building permit is issued." All voted in favor and the motion carried unanimously with a vote of 4 to 0. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated December 4, 2007 as presented. COMMISSION PRESENTATIONS: None. Chairman McDonald adjourned the Planning Commission meeting at 9:50 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 33 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: November 9, 2007 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: BUSINESS IMPACT GROUP/SNAP FITNESS — Request for Site Plan Review for a 50,000 square - foot officelwarehouse building on property zoned Planned Unit Development (PUD) located at 2411 Galpin Court (Lot 1, Block 2, Chanhassen West Business Park). Applicant: Eden Trace Corp. Planning Case: 07-27 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on November 7, 2007. The 60-day review period ends January 6, 2008. 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 15, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 4, 2008. 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 d. Carver County Water Resource 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco $CANNED Location Map Business impact Group/Snap Fitness 2411 Galpin Court City of Chanhassen Planning Case 07-27 Brid E? r eek Trail 6ria�e Stone Creek Ln W Stone m 0 m n m x reek Dr a_ CoG� QJ Q- _ � Sro 77 Subject Property -' Lyman Blvd (C.R. 18) 4 e�L a� 0 '9 J Location Map Business impact Group/Snap Fitness 2411 Galpin Court City of Chanhassen Planning Case 07-27 ri e ree kTr it Briaie Stone Stor)e Creek Ln W N 0 m n CD p? a -p reeKCr �. U3 O- C� StO Subject .� Property Lyman Blvd (C.R. 18) 4 �dn e�L a� 0 '9 J City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: November 9, 2007 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: BUSINESS IMPACT GROUP/SNAP FITNESS — Request for Site Plan Review for a 50,000 square - foot office/warehouse building on property zoned Planned Unit Development (PUD) located at 2411 Galpin Court (Lot 1, Block 2, Chanhassen West Business Park). Applicant: Eden Trace Corp. Planning Case: 07-27 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on November 7, 2007. The 60-day review period ends January 6, 2008. 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 15, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 4, 2008. 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. Mmnehaha Creek d. Carver County Water Resource 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Mmnegasco VX MEMORANDUM TO: Bon Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: November 19, 2007 SUBJ: Site Plan review for 50,000 sq. ft. office/warehouse building (applicant — Eden Trace Corp.) located at 2411 Galpin Ct. Planning Case: 07-27 I have reviewed the plans for the above project received by the Planning Department on November 7, 2007. Following are my comments, which should be included as conditions of approval. l . The building is required to have an automatic fire extinguishing system. 2. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Detailed occupancy related requirements will be addressed when complete plans are submitted. 4. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. G/plan/2007 Planning CasesBusiness Impact Group -Snap Fitness/buildingofficialcomments.doc r-. M PC a-�- �� CARVER W Q WASTERNSERVATION DU N= 219 East Frontage Road Waconia, MN 55387-1862 TO: City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317 Statement DATE 5/14/2008 AMOUNT DUE AMOUNT ENC. $1,952.50 DATE TRANSACTION AMOUNT BALANCE 05/13/2008 Balance forward 0.00 05/14/2008 INV #1310. Due 06/13/2008. Arb. Business Pk 7th Addn. t\SS 82.50 82.50 05/14/2008 INV #1311. Due 06/13/2008. Chan W Business Pk (1-5, kk'ab'110.00 192.50 B2) 05/14/2008 INV #1312. Due 06/13/2008. Chanhassen High School ?M 55.00 247.50 05/14/2008 INV #1314. Due 06/13/2008. Dogwood Trail g7,W92.50 440.00 05/14/2008 INV #1313. Due 06/13/2008. Crossroads tt'65 8 2.5 0 522.50 05/14/2008 INV #1315. Due 06/13/2008. Eden Site � II �82.50 605.00 05/14/2008 INV #1316. Due 06/13/2008. Fox Hill /S 9'j lice 110.00 715.00 05/14/2008 INV #1317. Due 06/13/2008. Holasck Gree&house Spoil it 55.00 770.00 Site 05/14/2008 INV #1318. Due 06/13/2008. Lakeside I'5 137.50 907.50 05/14/2008 INV #1319. Due 06/13/2008. Liberty on Bluff Creek I1 55 55.00 962.50 05/14/2008 INV #1320. Due 06/13/2008. MAMAC-Arb. Business Pk 82.50 1,045.00 05/14/2008 INV #1321. Due 06/13/2008. SW Village Transit g3c'0357.50 1,402.50 05/14/2008 INV #1322. Due 06/13/2008. The Arbors tlS"5- 220.00 1,622.50 05/14/2008 INV #1323. Due 06/13/2008. The Preserve 115!5330.00 1,952.50 �� lvo5-00 CURRENT 1-30 DAYS 31-60 DAYS 61-90 DAYS OVER 90 DAYS AMOUNT DUE PAST DUE PAST DUE PAST DUE PAST DUE 1,952.50 0.00 0.00 0.00 0.00 --$1;952.-50-- SCANNED CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: EDEM Tg4m Gott' 1S6 to pRj Cau.P r C1A"AaSE4. pW, 5S'A 0 Contact:ttA4ZK L313DE STA D Phone: gS2361 O'722- Fax: ISZ361o'tL3 Email: mo,-k_@ eris^+yacn. Gom Planning Case No. 0-7 — oZ] CITY RECEIVEDSSEN OCT 2 0 2007 CHANHASSEN PLANNING DEPT Owner Name and Address: i3WLr,16s'S �.npac4' Grove/ 5AU P"Ss Contact: Peery TawA+o- Phone: Qs? Lt7,t vgzz Fax: 1t;Z- 4,-r4-sµtl. Email: 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 V Site Plan Review (SPR)*5ooc Soo= 1.900 Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for cling Fees/Attorney Cost" - $50 CUP(S!�WAC/VAR/WAP/Metes & Bounds - $450 Minor SUB Ede.A_Tro ce Cn+ P TOTAL FEE $ 1 Z Ib. w CX-i# IL`i 1Z. 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. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" 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. SCANNED PROJECT NAME: LOCATION: Z`f (( GA-LPlta CcvR'r LEGAL DESCRIPTION: LOT ( 5L-ocv- 2 C4AfJ4N35E1J WESt RVSWCL FIW-' TOTAL ACREAGE: WETLANDS PRESENT: YES X NO PRESENT ZONING: PU T) REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: O-P REASON FOR REQUEST: 50,000 si• o-PA L-/wareko,se. 61d9• 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 fling 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. 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. EDEN COa.P. 1 1 - 1-7 - 07 gnature of`A_pplicant Date It-tB- o-1 Signature of Fee Owner Date Gip LAMforms\Development Review Application.DOC Rev. 12105 BUSINESS IMPACT GROUP/SNAP FITNESS - PLANNING CASE 07-27 $200 Notification Sign $1,000 Site Plan Review $50 Escrow for Filing Fees $1,250 Eden Trace Corp. Check 12912 SCANNED C C}TY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 01/10/2008 11:53 AM Receipt No. 0061662 CLERK: katie PAYEE: EDEN TRACE CORP Planning Case #07-27 ------------------------------------------------------- GIS List 99.00 Total Cash Check 13033 Change 99.00 0.00 99.00 0.00 SCANNED EDEN TRACE CORP. City of Chanhassen Lot t Taunton 9 Planning Case #07-27 t /8/2008 SCANNED ..m Checking Planning CAse #07-27 99.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 MI of (952) 227-1100 CHMSEK To: Mr. Mark Undestad Eden Trace Corporation 8156 Mallory Court Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS KTM 1/3/08 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 33 Property Owners List within 500' of 2411 Galpin Court (33 labels) $3.00 $99.00 TOTAL DUE $99.00 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 15, 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #07-27. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 10/22/2007 12:53 PM Receipt No. 0055447 CLERK: katie PAYEE: EDEN TRACE CORP BUSINESS IMPACT GROUP/ SNAP FITNESS PLANNING CASE 07-27 ------------------------------------------------------- Use & Variance 1,0 00.00 Sign Rent 200.00 Recording Fees 50.00 Total Cash Check 12912 Change 1,250.00 0.00 1,250.00 0.00 SCANNED wil �K di�K'i si?t1 f I S€ Mu 3 O ze i if 1 ' _MeatIi�� ! to 619), !g a> c oL ! i87 I�del I 1 I I 1 I 1 I I 1 1 I I I i I i I I I I I I / y8yi §ff Yi9 p:aa� i z It 9z as e® : I a ;#_ ( • - [§ q| a m ||� - g r [ � Z c ° Snap Fitness / Business Impact Group a Se Ase�.ai A till 10 lit III i lit lit g Tiv 4fgq[��}0 �p5p5g� 5 r r�✓ 1 �1 A �� {� - 'ig p @ �� 1 E _ �_ G• 5 i I &i Pit 11 mApgg A=_ z. 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S�� REIN �5�9 F " i F:Y- � ! �a � � S. �i p�9 � �ll, �iEIN ��f�N I6s�R;.!�� 1 @��s�aGs�mh @ v Y F QQ 3�4� 8 ! $$ o" pS q 1 �3� 1 F�P'ppp�epyyy g�C§ t 444 L P a Y� m F^� x=a B6y i S93 a Y xP `ip S till g gg 18 ix Y {, gggg g3�F i Pi p33 t F94�tltel 8 W 8 : I�I�A��° F ES F _�=a9.-ems-: Non -Scannable Item Item Description Folder Number OaGVw FWKu afolder Nam® OQ Sb Job Number Box Number obSi _Stpoe.l 19 s860V, IWA got 74% S 7 q aftMw 2)(7001,48 AR('14ITPrT- v Proposed Office/ Warehouse Chanhassen West Business Park Addition business impact r 0 u P Total Merchandise .Agency SCOPE OF PROJECT: OFFICE/WAREHOUSE BUILDING CONSTRUCTED OF: WALLS — ARCHITECTURAL CONCRETE BLOCK & CULTURED STONE ROOF — STEEL BAR JOISTS / STEEL ROOF DECK SITE WORK / GRADING OF SITE / ASPHALT — LANDSCAPING. THIS SET OF PLANS IS FOR A DESIGN —BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO CHOOSE ONE METHOD, DIMENSION, OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE WORK IS STARTED. FOR CLARIFICATION. FQLJ��OT B LOT #5 LOT #4 OUTLOT A f WETLAND . . I HOLDING POND Overa no scale BLOCK 1 LOT #1 J � Ills �I LYMAN BLVD. PROJECTtOQ Site Plan SITE PLAN SUBMITTAL 10-19-07 SITE FLAN SUBMITTAL 11-06-07 ARCHITECTURAL DRAWINGS: SITE & PROJECT INFO Al Al MAIN FLOOR PLAN A2 A2 EXTERIOR ELEVATIONS A3 A3 SITE LIGHTING LA HOTOMETRI PHOTOM. CIVIL DRAWINGS: SCHOELL MADSON 763-746-1600 15050 23RD AVE. N. PLYMOUTH, MN 55447 GRADING PLAN C1 C1 UTILITY PLAN C2 C2 DETAILS C3 C3 C4 C4 TREE PRESERVATION C5 not re 'd LANDSCAPING PLAN L1 L1 LANDSCAPING DETAILS 1_2 1_2 MECHANICAL ELECTRICAL DRAWINGS: SITE REQUIREMENTS PROJECT 'SITE: TOTAL SITE— 165,531 S.F. GREEN SPACE— 49,850 S.F. / 30% COVERAGE " HARD SURFACE (BLDG & ASPHALT) 115,681 S.F. / 70% COVERAGE PROJECT SETBACKS: WEST PROPERTY LINE — O'TO ASPHALT NORTH PROPERTY LINE — 20'-0" TO ASPHALT 30' TO BUILDING SOUTH PROPERTY LINE — 20' TO ASPHALT EAST PROPERTY LINE — 50'-0" TO ASPHALT PARKING REQUIREMENTS: MAIN FLOOR TOTAL S.F. = 50,000 S.F. ACTUAL USES LISTED BELOW 15,366 USEABLE S.F. OFFICE / 1000 S.F. X 5 = 75 STALLS 27,795 S.F. WHSE. = 1 STALL PER 1000 S.F. FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS, 17,795/ 2,000 = 9 STALLS. TOTAL 19 STALLS TOTAL PARKING REQUIRED 94 STALLS TOTAL PARKING PROVIDED 111 STALLS — OF WHICH / 5 REQUIRED TO BE H.C. ACCESSIBLE STALLS. / 5 ARE SHOWN SIGNAGE SET ON EAST & WEST SIDE METAL TRIM METAL PANEL W/SIGNAGE STONE BASE MONUMENT SIGN DETAIL SCALE: 1/4' - T-O' SITE PLAN SCALE: 1 - 30'-0' RnllthIII q czt t^nrntmr PPrgnt=rtivtm NORTH GENERAL NOTES: 1. REVIEW CIVIL DRAWINGS FOR GRADING & UTILITIES 2. SET TRASH CONTAINERS IN BUILDING AT LOADING DOCKS 3. POURED CONC. CURB & GUTTER AROUND ALL ASPHALT AREAS WITHIN PROPERTY. CITY OF C IVE CHANHASSEN RIE.Nov 0 7 2007 AN AFFIRMATIVE ACTION, EQUAL OPPORTUMTY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION REPORT WAS PREPARED BY ME OR UNDER MY DIREC SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRINY HOUWMAN REGISTRATION N0. 22604 DATE DEVELOPER: EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Lot 1, Block 2 BUILDING OWNERS: Snap Fitness 2025 Coulter Blvd Suite 200 CHANHASSEN, MN 55317 Business Impact Group 18760 Lake Drive East CHANHASSEN, MN 55317 REVISED SITE PLAN SUBMITTAL SET 1-06-07 REVISION DATE PRELIMINARY BUDGET SET 10.04-07 SITE PLAN SUBMITTAL SET 10-19.07 PRELIMINARY ONLY NOT FOR CONSTRUCTION JOB# DATE DRAWN 4. ASPHALT DESIGN PER CIVIL ENGINEERING DRAWINGS. CHECKED 5. SIGNAGE TO BE REVIEWED W/ OWNER & CITY UPON SIGNAGE SUBMITTAL 6. SITE LIGHTING SHOWN ON SITE LIGHTING PLAN SITE PLAN 00540 03-19-07 bh BH Al nO ARCHITECT: MAIN FLOOR A2.0 SCALE: 1 /16" = 1'-0" PLAN NORTH O SNAP FITNESS - 18,358 S.F. USEABLE OFFICE 6,844 S.F. _; jN{{�h;,, il+! id,•pir NO U�W M A�N AN AFFIRMATIVE ACTION, EQUAL OPPORTUMTY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRINN HOUWMAN REGISTRATION NO. 22604 DATE DEVELOPER: EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Lot 1, Block 2 BUILDING OWNERS: Snap Fitness 2025 Coulter Blvd Suite 200 CHANHASSEN, MN 55317 Business Impact Group 18760 Lake Drive East CHANHASSEN, MN 55317 REVISED SITE PLAN SUBMITTAL SET 1 1-06-07 REVISION DATE PRELIMINARY BUDGET SET 10-04-07 SITE PLAN SUBMITTAL SET 10-19-07 PRELIMINARY ONLY NOT FOR CONSTRUCTION JOB# 00540 DATE 03-19-07 DRAWN bh CHECKED BH FLOOR PLAN A n • O ARCHITECT: CORBEL TOP OF WALL 0- CORBEL TOP OF WALL METAL - BROWN CAP C.B. - DESERT SAND C.B. - COTSWOLD STONE • • = C.B.M ■■ ■■YPI. IE _CORBEL TOPOF 0 ,a ■� ■■� . \ ■■ ■■ � J tam ■■ ■■ = 0 ■■ ■■ d �s 0, as A �,.r.,.r.-r,-a" r_��a :i �a �� a �s� L �,� L� �_a�. _ _•-- •—ems _ "a ro- ro- ro- ate— �+ �. _r�- \�.a.� ��.a�r-a.t� =L� =6� �Le-. �:►.a� Lie =Ve=, �r9�L�r9�lf1r9?t�r95Er9sa��t�=wC7w0&WRi M; i_.-�-�r��.�—.:.�—.-�.sir.--�--.�N�-�.�r.--�.�i��-�.�� L i SOUTH ELEVATION SCALE: 1 /8" = 1'-0" 6 CORBEL TOP OF WALL 14 METAL - BROWN CAP 24 C.B. - DESERT SAND 25 C.B. - COTSWOLD STONE 26 C.B. - DESERT SA D 11 YP 0 WOOL r1q, on i�l s'9�1i lilll ,�+>>fi San III irv.�a L e� i��`�r'. •. Ll �.�r ice_ - r��, _ ic��L �.ic�• _ �� Imam �.�-1� rNE1=a ------- ------- ----- - TYP. \ J 1 0 - 1 - - I . J W 01 A oau__►.Wi �c\ J !J0��=�r.� ..LEIII © r��ir' 1i�.7r__r. _ .—� AIJ --.�■ .__-� _ =- -_ — --�. _ �c��c��a��c:�l�i-�i 1_�r1.�.-�.�-��-��._�-1— e1 as a.0 a•0 �. L=. �.LO �.L�� La�r�.La �.L� _0 .."LiO-- ., Q �� AST ELEVATION SCALE: 1/8" = 1'-0" CORBEL TOP OF WALL ORTH ELEVATION SCALE: 1 /8" = 1'-0" METAL - COPPER CAP METAL - BROWN MIDDLE METAL - COPPER BOTTOM C.B. - DESERT SAND C.B. - COTSWOLD STONE C.B. - DESERT SAND q METAL - COPPER CAP 14 METAL - BROWN MIDDLE 4 METAL - COPPER BOTTOM ■■ ■■ ■■ ■■ ■■ ■■ 4 _ Q �I W 9� :mom © al ggir .a v Mil u L 1�1J A3.0 SCALE: 1/8° = 1'-0"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � SMOOTH BLOCK TO SURROUND THE DOCK DOORS FOR DOCK EQUIPMENT MOUNT (TYPICAL). EXTERIOR FINISH SCHEDULE �j 12"W x 8" H X 16" LONG ROCK FACE CONCRETE BLOCK BY MASTERBLOCK,. INTEGRAL CUSTOM COLOR SWISS CHOCOLATE - 14 PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, MANSARD BROWN. RUNNING BOND 2® 12" W X 8" H X 16" LONG, SINGLE SCORE BURNISHED CONCRETE BLOCK BY MASTERBLOCK, INTEGRAL CUSTOM COLOR SWISS CHOCOLATE - RUNNING BOND 4 15 PREFINISHED ARCHITECTURAL METAL COPING, KYNAR 500, CLASSIC COPPER PAINTED STEEL STAIR WITH 1-1/2" 0 TUBE RAILINGS STONE VENEER BY BOULDER CREEK, S4920-3, WESTERN LEDGE STAK MUSTANG WITH STONE CAP - INSTALL AND SEAL PER MANUFACTURER INSTRUCTIONS. 16 PAINTED 6" DIA. STEEL PIPE BOLLARD - CORE FILL W/CONC. & DOME TOP. SET OUT 1'-0" FROM BUILDING FACE. HEADER IH1LONG RUNNING BOND (4"HIGH FOR TOP WINDOWS) FACE CONCRETE BLOCK, SINGLE SCORE, BY MASTERBLOCK, INTEGRAL COLOR LIMESTONE n17 18 POURED CONCRETE APRON 0 DRIVE-IN POURED CONCRETE STOOP WITH FOUNDATION ® MAN DOORS SILL BLOCK 8 X 8 X 16 BY MASTERBLOCK, BURNISHED INTEGRAL COLOR LIMESTONE 19 ARCHITECTURAL METAL PANELS - KYNAR 500 OR HYLAR 5000 MANSARD BROWN 12' X 14' PREFINISHED METAL INSULATED DRIVE IN O.H DOOR pp ARCHITECTURAL WALL MOUNTED LIGHT FIXTURE BY TEKA ILLUMINATION, SERIES ARCADE LOUVER SERIES, 14", LAMP TBD, FINISH: NATURAL, DIFFUSER: WHITE ALABASTER, RINGS: COPPER, RING FINISH, NATURAL, VOLTAGE 120 ®7 10' X 9' PREFINISHED METAL INSULATED DRIVE IN O.H. DOOR 21 DOWNCAST WALL MOUNTED LIGHT FIXTURE FOR PARKING LOT, SEE ELEC. PLANS ®8 8' X 9. O.H. DOCK DOOR WITH BUMPERS / SHELTER / DOCK LEVELER Q POURED CONCRETE RETAINING WALL, COLOR: SWISS CHOCOLATE, WITH PAINTED STEEL PIPE GUARDRAIL. 9® 3' X 7' INSULATED STEEL MAN DOOR -PAINTED MANSARD BROWN TO MATCH COPING. aUP &DOWN CAST BROWN METAL (MATCH FLAVOR OF MANSARD BROWN COLOR OR WINDOW TRIM) CYLANDER LIGHTS 10 ANODIZED ALUMINUM STORE FRONT FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER-1K, AAM12C22A44, LIGHT Y4 12 W X 8" H X 16 LONG SINGLE SCORE BURNISHED CONCRETE BLOCK, BY MASTERBLOCK,INTEGRAL COLOR DESERT SAND - RUNNING BOND ALUMINUM WINDOW FRAMES WITH INSULATED CLEAR GLASS -ALUMINUM FRAMES BY TUBELITE, AMBER-11K, AAM12C22A44, ®it ANODIZED FINISH, LIGHT LIMIT. 25 12"W X 4" H X 16" LONG SINGLE SCORE ROCKFACE CONCRETE BLOCK, BY MASTERBLOCK, INTEGRAL COLOR COTSWOLD STONE - 1Y ROUNDED METAL ENTRY CANOPY -KYNAR 500 OR HYLAR 5000, CLASSIC COPPER COLOR RUNNING BOND 13 SIGNAGE WITH COMPANY LOGO AND NAME. VERIFY ALL SIGNAGE WITH OWNER. 26 12"W X 4" H X 16" LONG SINGLE SCORE ROCKFACE CONCRETE BLOCK, BY MASTERBLOCK,INTEGRAL COLOR RUNNING BOND DESERT SAND - ALL CONCRETE BLOCK TO BE SEALED PER MANUFACTURER INSTRUCTIONS. TYP. J--^�- �.a0�V0� a.O� LOB aae! aippa, r � I H 0 U W M A N AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639.9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION No. 22604 DATE DEVELOPER: EDEN TRACE CORPORATION 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Lot 1, Block 2 BUILDING OWNERS: Snap Fitness 2025 Coulter Blvd Suite 200 CHANHASSEN, MN 55317 Business Impact Group 18760 Lake Drive East CHANHASSEN, MN 55317 REVISED SITE PLAN SUBMITTAL SET 1 1-06.07 REVISION DATE PRELIMINARY BUDGET SET 10.04-07 SITE PLAN SUBMITTAL SET 10-19-07 PRELIMINARY ONLY NOT FOR CONSTRUCTION JOB# 00540 DATE 03-19-07 DRAWN bh CHECKED BH EXT ELEV A3.0 Southeast View Notm Smle (C,S,A,Hi STATISTICS Description Symbol Avg Max Min Calc Zone N2 + 0.9Ic 6.2 t 0.0 k NOTES 1. TYPE A IS POLE MOUNT ON 25 POLE. 2. TYPE B IS WALL MOUNT AT 3C AFF. 3. BUILDING FASCADE LIGHTING IS NOT SHOWN 4. MONUMENT SIGN LIGHTING IS NOT SHOWN. LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Desorption Lamp Fib Lumens LLF Watts AREA LIGHT WITH HIGH ONE400-WATT CLEAR A 2 KAD 400M SR4SC PERFORMANCE SR4SC ED-28 METAL HALIDE, 819477Jes 32000 0.70 462 e OPTICS, CLEAR FLAT HORIZONTAL POSITION. GLASS. B 13 KAD 250M R4 DIECAST TYPE N, SHORT, CUTOFF ONE 250.WATT CLEAR BT-28 METAL HALIDE, 91102805.IES 19500 0.70 297 ❑ LUMINAIRE HORIZONTAL POSITION. DIECAST CUTOFF ONE 400.WATT CLEAR Q C 2 KAD 400M R3 HS LUMINAIRE WIR3 REFL. BT-37 METAL HALIDE, LTL8675.IES 32000 0.70 462 AND HOUSE SIDE HORIZONTAL POSITION. SHIELD 19 I b.0 b. a to C b+ .o b 0 to - 11�2 D. 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TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: 1-800-252-1156. 2) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3) SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON SITE WITH THE EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL, AND ANY OTHER UNSTABLE MATERIAL. 4) SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE EXISTING PAVEMENT. 5) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6) ALL EXCESS MATERIAL INCLUDING BITUMINOUS SURFACING, CONCRETE, ABANDONED UTILITY ITEMS, AND ANY OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 7) COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. THE FOUNDATION AND BUILDING PAD DIMENSIONS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE HORIZONTAL DIMENSIONS AND LOCATION OF THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN. THE PAVEMENT SECTION AND SUBBASE SHALL BE COORDINATED WITH THE GEOTECHNICAL REPORT. 8) FINISHED GROUND ADJACENT TO PROPOSED BUILDINGS SHALL BE SLOPED AWAY AT A MINIMUM OF 6 INCHES IN 10 FEET (5.0%) FOR THE FIRST 10 FEET, EXCEPT WHERE NOTED ON PLAN. BEYOND 10 FEET, REFER TO PLAN GRADES. 9) CONTRACTOR IS RESPONSIBLE FOR GRADING THE FINISHED GROUND SURFACE AND CONSTRUCTING PROPOSED PAVEMENTS, SIDEWALKS, AND CURB & GUTTER WITH SMOOTH & UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 10) INSTALL A MINIMUM OF 4 INCHES OF CLASS 5 AGGREGATE BASE UNDER ALL PROPOSED CURB AND GUTTER. 11) REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR DETAILS ON EROSION & SEDIMENT CONTROL PRACTICES, INCLUDING INSTALLATION AND MAINTENANCE PROCEDURES. EROSION CONTROL SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY SITE GRADING. 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE RIGHT-OF-WAY AND DETERMINE IF CITY INSPECTION WILL BE REQUIRED. 13) RETAINING WALLS OVER FOUR FEET HIGH MUST BE DESIGNED BY A PROFESSIONAL ENGINEER AND A PERMIT MUST BE OBTAINED PRIOR TO CONSTRUCTION. IFS PROPOSED EXISTING PROPERTY LINE -- EASEMENT LINE __________ TIP -OUT CURB LINE ' 4 SANITARY SEWER W/ MANHOLE WATER MAIN W/ FIRE HYDRANT & AUX. VALVE ►� GATE VALVE ► REDUCER CATCH BASIN/STORM �44-1 SEWER/MANHOLE „D— FLARED END SECTION W/ RIPRAP �_-sao--� `4 •- :: ---- MAJOR CONTOUR LINE MINOR CONTOUR LINE EDGE OF TREES PERCENT GRADE/DRAINAGE SLOPE EMERGENCY OVERFLOW DRAINAGE 0000000 -' -- RETAINING WALL EI D O D 0 0 0- TYPE 1 EROSION CONTROL SILT FENCE -00000000- TYPE 2 EROSION CONTROL SILT FENCE INLET PROTECTION STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT t CONCRETE PAVEMENT ROCK CONSTRUCTION ENTRANCE �X!> EROSION CONTROL BLANKET +907.08 GUTTER/PAVEMENT ELEV. O BUILDING Issue I Revision Date: Description: By: Date: Description: By: 8.20.07 Bldg Revision JJ 10.12.07 Site Plan Update JJ 10.17.07 Site Plan Update JJ 11.01.07 Site Plan Update JJ 16 TO _ t It 7 \ / / L-� i y1 ll 1 1 3--1- - \ , t— \ , 1--�~--~~ 1 1 1 J— Co �� \ \ � � / / / e ' '`-......_ -'' f . - .-_. e \ _ i-` - 1 1 1 I•........ 1"' '"`I ..a• 11 1 1 IL J — � 1 � � e - 6-I.Q,'J` NA VI 1 i 1 LJ i 1 s MN/DOT CATEGORY 3 EROSION CONTROL_ �(7 9 -�� D6u OR EQUALs Y N s tviATC��I EXISTING [ . N n AA SID K CON BLVD CONTR ATEE TO AVO TOE STING ' EROSION . FENCE .A30 60 90 IN FEET WARNING ; CTOR SHALL CONTACT%ALL PUBLIC UTILITIES 4S, OF ALLI:�UNDEROOUND WIRES, CABLES, E5, MANHOLES, VALVES, OR OTHER BURIED BEFORE DIGGING./ HE SHALL REPAIR OR 1THE ABOVE WHEN DAMAGED DURING RUCTION AT NO COST TO OWNER. RAINGARDEN 3" CURB CUT - ��lpp°p ��p fl' I SEE LANDSCAPE PLAN 5APYR EDGES RIPRAP pp°ppOp pp �ppp0�pp0fl° TYPE 1 EROSION °°pOpE]pp _- 3 3 - - - CONTROL FENCE 3' CURB CUT - RAINGARDEN j ? ------ NOTE: TAPER EDGES SEE_bkNDSCAPE PLAN j till EXISTING CONTOURS DERIVED FROMCOMBINATION OF 5 CY CL3 RIPRAP ----�--- a SURVEYED TOPOGRAPHY, DESIGN -CONTOURS FOR _ � _ r ` CHANHASSEN WEST BUSINESS PARK SUBDIVISION PLANS, AND DESIGN CONTOURS FOR LOT 2 j BUILDING PLANS. REPORT ANY SIGNIFICANT- _ DISCREPENCIES-TO--ENGINEER -IMMEDIATELY._ I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. K 15�cok - AAAk, Scott Ham Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: SH 15050 23rd Avenue North S c h o e l l M a d s o n TIymmlh76 746--11600 so F 763 746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.srhoelimadson.com l Client: EDEN TRACE CORP. 8156 Mallory Court Chanhassen, MN 55305 (952)361-0722 r Project: CHANHASSEN WEST LOT 1 CHANHASSEN,MN Sheet Title: GRADING & EROSION CONTROL PLAN Date: 6.15.07 Sheet: C1 SMI Project Number: 62641-052 UTILITY CONSTRUCTION NOTES: 1) CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' AT LEAST 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION FOR EXISTING UNDERGROUND UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL —FREE: 1-800-252-1166. rA 2) PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT ENGINEER IMMEDIATELY. 3) THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4) ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 5) WATERMAIN SHALL BE C-900 PVC CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR CITY APPROVED EQUAL. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6) SANITARY SEWER SHALL BE PVC SDR-26 UNLESS NOTED OTHERWISE. SANITARY MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. 7) STORM SEWER SHALL BE DUAL WALL HDPE PIPE OR APPROVED EQUAL. STORM MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R-1733. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE AND CASTING SHALL BE NEENAH R-3250—B OR APPROVED EQUAL FOR CATCH BASINS IN CURB LINE AND NEENAH R-1733 WITH TYPE "C" GRATE OR APPROVED EQUAL FOR BASINS IN THE MIDDLE OF PAVED AREAS. ALL STORM STRUCTURES SHALL BE IN ACCORDANCE WITH ASTM C478 AND HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8) ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR—N—SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY THE TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY NSPECTIONS NEEDED FOR CITY ACCEPTANCE. 9) CONTTRACTOR SHALL FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 10) CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER, AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 11) UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 12) CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OF 48 HOURS PRIOR TO WORKING WITHIN THE RIGHT—OF—WAY. CITY INSPECTION MAY BE REQUIRED DURING CONSTRUCTION OF UTILITY SERVICES TO EXISTING UTILITY MAINS. 13) THE CONTRACTOR MUST CALL THE CITY TO INSPECT THE CONNECTION TO THE SANITARY SEWER. LEGEN D PROPOSED EXISTING PROPERTY LINE EASEMENT LINE ---------- TIP —OUT CURB LINE ' 0 SANITARY SEWER W/ MANHOLE I WATER MAIN W/ FIRE HYDRANT & AUX. VALVE ►� GATE VALVE ► REDUCER CATCH BASIN/STORM SEWER/MANHOLE FLARED END SECTION W/ RIPRAP 0000000 RETAINING WALL O BUILDING :z I Issue / Revision Date: Description: By: Date: Description: By: 8.20.07 Bldg Revision JJ 10.12.07 Site Plan Update JJ 10.17.07 Site Plan Update JJ 11.01.07 Site Plan Update JJ 104'-15 CONSTRUCT OVER MH 1 J CBMH 2 RAINGARDENS W/DRAINTIL OF EXISTING 18" STUB 43'-18" HDPE RIM=958.00 (REFER TO LANDSCAPE PLAN) RIM=959.80 ® 1.00% INV=949.63 INV=949.20 I hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a Licensed Professional Engineer under the laws of the State of Minnesota. )' 4�c&ff__ ¢ Scott Ham Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman WARNING - `- THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES - FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES: CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED — STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR �—z, REPLACE THE ABOVE WHEN DAMAGED DURING ' y CONSTRUCTION AT NO COST TO OWNER. Designed By: JB Drawn By: JJ Checked By: SH Schoell Madson MPlanning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelimadson.com I Client: EDEN TRACE CORP. 8156 Mallory Court Chanhassen, MN 55305 (952)361-0722 0 30 60 90 SCALE IN FEET Project: Date: CHANHASSEN WEST LOT 1 6.15.07 CHANHASSEN,MN Sheet Title: Sheet: UTILITY PLAN C2 SMI Project Number: 62641-052 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., F+ 3' 0" 24"x36" slab opening for Neenah 9 6mo1w_-sPoCing ESS BROS.,LERETO, MN. OR SIMILAR NOTE: suCurb & Gutterto be Uanstioned into to ca B618 B618 Type at catchbasin. 'f �� NOTE, 1- V Grate Shown 2- R Grate Shown shall be 3067—V or equal T Posts 24" in ground used at all IOW points. 0 _.,Steel c_PECIRCARONS AND STANDARDS DESIGN LOADS � 1 NOS: Zip Ties Note: P Silt fence r MNDOT Pe - NSC W UAt OF SIF£l CONS,RUCIII 9n1 mmaN. AuSWABIE A%IE wl G LOAD "/" _ Aws a/a °oP - m.1-'4. WATER FLOW Catthboein Frame &Grote e9 fp with an R-SOfi7-V or equal w with LGrate / "``' ice' T / c 0 0 o / 1- L tote shown 2- R Grates shall be used at all low P Dints. � � O . specifications, source 2000, FR 1926R" R 29 CFR 1956 - n c"mv HBO N e�1N er "a c WATER FLDw MlE (INROUCH TYPE FF FILTER) aril] cfe • 3• teat MA%MUM OYfliLOW RAZE s"�a 15"°°_machine Face of Curb sliced woven A � Direction of Flow_ Neenah R3067-V casting and monofilament, 36"wide fastened to grate or equal. -�� 1"-2"WASHED ROCK steel T-Posts with 3(501b) tensile �� strength plastic zip ties per MODEL#CG23 to ogbe depressed bdowbosin to line g ode" 41 PLAN 3" PLAN Minimum of 2 maximum of 5 concete rings with full 0 T-Post. (Machine sliced) 6° Min Depth of Bit A Neenah R3067-R shall be used at all Radius- bedsrof modhastment r. 0 fence embedment. �P low points. 6" Conc. collar /Kf O• � EROSION CONTROL ,a. casting � Precast concrete or Justin rings. HDPE adjusting g andCatgrate and grate Neenah ti FENCE - TYPE 1 °�ECOHPAE Surmountable Concrete ISOMETRIC R3067-V or equal Grate to be 2" below ° A 6" precast reinforced concrete slab. F o 0 o aVF OMONFLFOyc 1 -CENTER OF RL�CURB ASSEMBLY OVERFLo'ItJ2 -RIP OF CURB BOX Curb & Gutter 2 - R4-60" Long No stale 3" radius curb box. gutter grade. 5' transition each Vari s 12" 16" To barrel below C TAA 'Y yFTh, Reban Each way side of catchbosin. of section to slab P P to have flat top 6"MIN.DEPTH FOR ROCK O F ,a• FlLhR ASSEM6LT Precast concrete or edge sealed with 2 beads of Ramnek or equal. 9 10"MIN.DEPTH FOR WOODCHIPS O� %1 o o Note: HDPE adjusting rings. To of Curb P Varies All joints u manhole to have "o" 0000'QOO CS//F Varies � 4'-0" T �" ringrubber gaskets. Type 2 silt fence is the some as type I with hay bales installed as per detal N� Minimum of 2-2", 6 1/2" Precast concrete section �M Type 2 to be used to protect 011 wetlands. P _ maximum of 5-2" concrete adjusment Varies 24" x 36" z e. 5^ Manhole steps, Neenah R1981J or o ° rings allowed with 1/4" Precast 3' minimum L5=„ equal, 16" o.c., Aluminum steps 18" MINIMUM CUT OFF BERM 3 0 Steel T Posts 24" in round 9 E 5' Min. Transition 5' Min. Transition c to 1/2" bed of mortar / „ " approved. TO MINIMIZE RUNOFF FROM SITE . a "' 0 .N o ,y between each and a 3" Grout •� o To P of o to collar thick concrete Doghouses shall be grouted on both FILTER FABRIC m ax.s4a c1o0 cc-zs Mr,N- .. • . CL x Curb w 2 o_ x w on the 6" th the outside and inside. 6' NOTE: ----- - - ----- . - . •,:, Hay or Straw Sales weed.[DIMS drwNl tlhrough oak 15'to 2.D• into ue Doghouses shall be grouted on both the SO Qp No block structures are allowed. •�T•� - - --""- - T:>r;:-"`�'"� .� --- end Bales to be recessed 6' below grade. I«a,-Ftnw FAanc inside and outside. SECTION Zip Ties _ _ _ Bales are to be Led Rdh a non-Degmdable Mote°°l. NOTE: Clean filter media after each rain event and replace if filter Is clogged with Design gutter line grade 2 - #4-60" LONG Rebars Each way Frame & Casting NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. p iI —+I6" A Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. EROSION CONTROL sediment. Remove debris/sediment from receptacle after each rain event. SECTION A -A 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. I A and reinforce with 6"x6" 10/10 mesh. FENCE - TYPE 2 No Scale 4. No wood shims are permitted P in the adjusting rings. 1 9 9 SECTION No drain holes CITY OF CHANHASSEN ROCK CONSTRUCTIONENTRANCE CITY OF CHANHASSEN SILT CITY OF CHANHASSEN CATCH BASIN SEDIMENT TRAP CITY OF CHANHASSEN CURB CONSAT CITY OF CHANHASSEN CATCH BASIN CITY OF CHANHASSEN CATCH BASIN FENCE 2YX31RECTANGULAR TRUCTIOCH N WMANHOLE ITH SUMP REVISED: 1-06 Da-E: PLATE NO.: 5301 REVISED: 1-04 DATE: PLATE NO,: 5300 REVISED: 1-06 2=7E 1 —04 PLATE NO.: 5302A REVISED: 1-06 DATE: ALA-'= 'JC.: 3106 REVISED: 1-06 DATE PLATE NO,: 3101 REVISED: 1-06 DATE PLATE NO,: 31Ow •! FlLE NAME: 393_5301 FILE NAME: 393_5300 FILE NAME:393_5302A FILE NAME: 393_3106 FILE NAME: 393_3101 FILE NAME: 393_3104 6" 1 Distance to � variable w u, 0 F c� DROP LID WATER Tyler No. 6860 7.5' Minimum cover required over top of water main. t/2"r LJ 0 o Mueller No. H-10361 3"r 1/2"r To Bituminous Material p w CDJ -1 r m 0 < Bibby -Ste -Croix Y No. B-5160 PROVIDE VALVE STEM RISERS slope o J N m Sigma No. V62600W TO WITHIN 6" OF THE SURFACE io 3 4' er ft Ln N o a o i IF THE DISTANCE FROM I CE Q THE TOP NUT OF THE VALVE TO - n ... r MnDOT B618 v r ~ 0 vwi THE SURFACE IS GREATER THAN 8'. a Concrete Curb and Gutter 0 1,U z o Grade 8" 18" 0>n Z Z I J ~ > a la 0 30 =' U :2 -1 o. x O m w j d o wQ a0 z a i N TOP Adjust top to 3/4" below L a> >' D < o 'NIh ,L ,� a o� z N 20 ¢ a� 8 M Tyler No. 6860 No. H-10361 26" 26" grade. Box to be set to provide 12" of adjustment. u a -cc > J c1 Of w anMueller Bibby -Ste -Croix No. VB502 27" 6" Distance tot wrioble >_ > 3 z o: O N ¢ io a Sigma NO. VB63OG 3•r 1/2"r Top Bituminous Material O O Of B w a Sigma No.VB630 c cL = J w� Tyler No. 6860 it m 3 4oPer it MnDOT B612 0 o J 0 w0 Of a o 3 rczQ EXTENSION Mueller No. H-10357 Bibby -Ste -Croix B-5001 ,. ':.•• Concrete Curb and Gutter +• O �" w a_ 0 w¢ Tyler No. 58 14" Y_ Gate valve box, screw type, YP =' ,. ^ 2.I .. NOTE: For Use Only with Private Driveways, at`i n «, U m `� 0 rn �' z I g iv TO N 'n < &csi � aw x No. 59 No. 60 18" 24" 3 piece, 5 1�4" shaft, size G box, T-6' extended, B^ 12 Parking Lots, or Medians. D w o 3 Z� Mueller No. 58 14" #6 round base a1 E a z a_ z eD 1O '-' ¢ No. 59 20" Or (A.-, a m� < •XVW ,g'L _ R �i x xWa Bibby -Ste -Croix VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" a 0O x 0 a�a VB521 No. 58 14" STEEL WITH PROTECTIVE 28"R v ? 0 N M a<� VB522 No. 59 20" COATING, 1/2" RUBBER 12"R 16 68"R r Top Bituminous Material ? >, = m `�� s 'A' w VB523 No. 60 26" E GASKET INSTALLED BETWEEN THE GATE VALVE AND J g _ /} wzm `=zp 0 Sigma No. VB630 GATE VALVE ADAPTER. � c S�< <Km BorroM SURMOUNTABLE Concrete Curb and Gutter 0 / moo_ I-o�Z�u >aW'o Nuj w� Tyler No. 6860 65" \ ao I 61 Muell er or merican = ,,o oo � w 0 Y � o moo w a Bibby -Ste -Croix No. V65163 605" Flow Control 171/2" 10 1/2" ,� rn w�zz �a oho" r�'�o�mo Sigma No. VB6302 60" ResilioConformi Wedge Valve 28' zo�0 m¢ Or,oNUF=� to A WA c rn a r7a � 00_Ln Z ¢ ¢ w w W J- >G n- n w <n o � � z O_ Z _ Valve and plastic wrapped Box to be per P C-515-80 standards with II th a stainless steel -`o oo LLJO 1- mwZJ <F, C, �o J= 0 F �nZ�I—ZOc �<;F,Z BASE section 2.03o nuts & bolts. 4" 8" 1 1/8"r = 'nWOW mZmm �>C) ~O(n�:n wQcy =0-0 mi�NUJ O\ZO �ga��x (%la �atw-xaa f�¢�of�"i3au7o Bituminous Bituminous Curb °�F> Z>-< Zmw m Surface 6" Shoe Formed ¢ ¢F rZ Jw 40' Q- o�i=md� ¢J N of z >wl=o'xw �xw '- 18"X18"X8" concrete block N <aaw =tn�0_N =tna CITY OF CHANHASSEN TYPICAL CURB CITY OF CHANHASSEN TYPICAL HYDRANT CITY OF CHANHASSEN GATE VALVE AND BOX AND GUTTER INSTALLATION INSTALLATION REVISED: 2-97 DATE: PLATE NO.: 5203 REVISED: 1-06 DATE PLATE NO.: 1004 REVISED: 1-06 DA"_ 1006 FlLE NAME: 393 5203 tFlLE NAME: 3931004 IFILE NAME: 3931006 8612 CONCRETE CURB & GUTTER (TYPICAL) — 1 1/2"-MNDOT 2350 MVWE350358 —2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.2E Select Granular Borrow HEAVY-DUTY PAVEMENT Issue / Revision Date: Description: By: Date: Description: By: B612 CONCRETE CURB & GUTTER (TYPICAL) 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 8"-Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.213 Select Granular Borrow STANDARD -DUTY PAVEMENT hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. K 2ce4-- Scott Ham Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: SH 24"x36" slab opening for Neenah R3067-V or equal ote: 1- L Grate shown 2- R Grates shall be used at all low points. Neenah R3067-V casting and grate or equal. PLAN / Minimum of 2 maximum of f 6" Conc. collar concrete adjustment rings withith full beds of mortar. Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. B612 CONCRETE CURB & GUTTER (TYPICAL) 1 1/2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 8"-Class 5 Aggregate Base, 100% Crushed Approved grade or MNDOT 3149.213 Select Granular Borrow STANDARD -DUTY PAVEMENT hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. K 2ce4-- Scott Ham Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman Designed By: JB Drawn By: JJ Checked By: SH 24"x36" slab opening for Neenah R3067-V or equal ote: 1- L Grate shown 2- R Grates shall be used at all low points. Neenah R3067-V casting and grate or equal. PLAN / Minimum of 2 maximum of f 6" Conc. collar concrete adjustment rings withith full beds of mortar. Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. E TM Varies o 4 -0 Typ. 5" m .a ,o Qp t' a 6" Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. Shape of back of buttress may vary as long as poured against firm undisturbed earth. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45'. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. & = 45• Minimum. Place polyethylene between concrete & pipe. All bends & fittings shall be restrained with Megalugs thrust restraints or equal & - See nc BUTTRESS DIMENSIONS PIPE 22 1/2• BEND 45• BEND 90' BEND/TEE SIZE B1 p1 B2 D2 B3 D3 6" V-5" 1'-5" V-5" V-5" 2'-l" 1'-6" 8" 1'-5" 1'-5" 2'-1" V-6" 2'-8" 2'-0" 12" V-10" V-10" S-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" S-10" 3'-0" 6'-2" 3'-6" 20" S-6" 2'-8" 5'-6' S-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6' :1 3'-10' 9'-8" 5'-0' 30" - - 9'-3" 6'-0" 17'-0 6'-0" PLAN 90• BENDS CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE BEDDING 3' k2JC SECTION A -A tt - PLAN 45' BENDS e - See ' I PLAN 22 1/2• BENDS CITY OF CATCH BASIN CITY OF CONCRETE THRUST CHANHASSEN MANHOLE CHANHASSEN BLOCKING REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 2-97 DATE: PLATE NO.: 1002 15050 23rd Avenue North 11417 S ch oe I I M ad so n TIymouth763- 46-1600 MinnesD F 763 746-1699 Planning Engineering Surveying 11110 Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.oam I Client: EDEN TRACE CORP. 8156 Mallory Court Chanhassen, MN 55305 (952) 361-0722 FLARE TO MATCH 5' min. WIDTH OF WALK ---\ AEI a BACK OF cu. 00000000 4 \\yY 0000.0000 aRe FRCu OF iACE 63'�111 04'rnin.. A--J PLAN VIEW OF DIGONAL RAMP & GUTTER \ 5'-4" 4' 0" O.OB FT/FT. OR FLATIERO SECTION A -A 0.08 FT./}T,SLAPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT, MAY USE 0.10 FT/FT- 0.08 FT./FTSLOPE )- 1 6' 3" 1 4' 0"min. 1 6' 3" 1' ELEVATION OF RAMP SOx-6ax OF BASE F—DIAMEIER f"—•1 1 /5„ 17/8'-1 7/16• I DOME SECTION 1 6 -3 3/r 15nrcrw ) r- 00 000000 1 erT-2 3x- o 00000 t. 00 0 ,snraml eAw+eA DOME ACING ew x m H 0 3 Z z J Z o 3 m 5' 4' 6' 5' 7' 6' 8' 7' 9' 8' 10' 9' 1 1 2 INCH PREFORMED JOINT FILLER MATERIAL , AASHTO M 213. / L. 2 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR 0 TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN 8 TWEE THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL 03 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ® ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0- TYP.1 OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONYRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A UGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR UGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN CHANHASSEN CURB RAMP EVISED: 1-05 DATE: PLATE NO.: 5215 Date: 6.15.07 Sheet Title: Sheet: CIVIL DETAILS C3 SMI Project Number: 62641-052 Project: CHANHASSEN WEST LOT 1 CHANHASSEN, MN PROJECT: CHANHASSEN WEST BUSINESS PARK LOT 1 LOCATION: CHANHASSEN, MN OWNER/DEVELOPER: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 CONTRACTOR: MINGER CONSTRUCTION 8470 GALPIN BLVD CHANHASSEN, MN 55317 ENGINEER: SCHOELL MADSON 15050 23RD AVENUE NORTH PLYMOUTH, MN 55447 CONTACT: JERRY BACKMAN 763-746-1620 jerryb@schoellmodson.com 1. DESCRIPTION (purpose and types of soil disturbing activities): THIS SWPPP IS DESIGNED TO (1) IDENTIFY ALL THE POTENTIAL SOURCES OF POLLUTION WHICH MAY REASONABLY BE EXPECTED TO AFFECT STORM WATER DISCHARGES FROM THE SITE; (2) DESCRIBE THE PRACTICES TO BE USED TO REDUCE POLLUTANTS IN STORM WATER DISCHARGES FROM THE SITE; AND (3) ASSURE COMPLANCE WITH THE TERMS AND CONDITIONS OF THE NPDES PHASE II STORM WATER PERMIT. AS REQUIRED AND DEFINED BY THE NPDES PHASE II STORM WATER PERMIT, THE SWPPP WILL BE IMPLEMENTED AT THE SITE FROM THE COMMENCEMENT OF CONSTRUCTION ACTIVITY UNTIL THE COMPLETION OF FINAL STABILIZATION. THE PROJECT WILL CONSIST OF A BUILDING AND PARKING LOT ADDITION. THE PROJECT SHALL FOLLOW MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION 2005 EDITION UNLESS OTHERWISE NOTED. 2. SEQUENCE OF CONSTRUCTION ACTIMES: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 1) INSTALL ROCK ENTRANCE BERM 2) INSTALL SILT FENCE 3) INSPECT EROSION CONTROL 4) CLEAR AND GRUB SITE 5) EXCAVATION & EARTH MOVING 6) TOPSOIL RESPREAD 7) STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED 8) INSTALL STORM SEWER 9) INSTALL STORM SEWER INLET PROTECTION 10) INSTALL CURB & GUTTER, SIDEWALKS, AND BITUMINOUS PAVEMENT 11) INSPECT SITE LOCATION MAP NO SCALE 3. CONTROL MEASURES: 3.1 AREAS OF CONCERN A) DISCHARGE TO WETLANDS, LAKES, & STREAMS THE PERIMETER OF ALL WETLANDS AND EXISTING BODIES OF WATER SHALL BE SURROUNDED BY SILT FENCE. B) GENERATION OF DUST DUST CONTROL MAY BECOME NECESSARY. WATER TRUCKS MAY BE REQUESTED IF IT IS NECESSARY. C) TRACKING ONTO PUBLIC STREETS AND COUNTY & STATE ROADS A ROCK ENTRANCE BERM HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS ONTO THE CITY STREETS. THE DEVELOPER WILL INSTALL INLET PROTECTION ON THE EXISTING STREETS AS REQUESTED BY THE CITY. D) WASHOUTS AROUND POND AND WETLAND AREAS SILT FENCE SHALL BE INSTALLED IMMEDIATELY AFTER NEW POND & WETLAND CONSTRUCTION. IF APPLICABLE, ADDrrIONAL STABILIZATION MAY BE REQUESTED BY THE CITY OR PROJECT ENGINEER, E) STOCK PILES STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN SEVEN DAYS OF ACTIVITY. 3.2 STANDARD CONTROL MEASURES A) TEMPORARY ROCK CONSTRUCTION ENTRANCE A ROCK ENTRANCE BERM IS CONSTRUCTED OF COARSE CLEAN ROCK INSTALLED AT THE PROPOSED ENTRANCE POINT FOR ALL CONSTRUCTION VEHICLES. A DETAIL OF THE ROCK ENTRANCE BERM IS SHOWN ON THE DETAILS SHEET. THIS STONE PAD PROVIDES A TIRE CLEANING MECHANISM FOR ALL VEHICLES LEAVING THE SITE. B) SILT FENCE SILT FENCES ARE DESIGNED AS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC ATTACHED TO SUPPORT POSTS. THE SILT FENCE SHALL IN GENERAL BE PLACED AROUND THE PERIMETER OF THE SITE OR AT THE LIMITS OF THE PROPOSED DISTURBED AREAS. REFER TO THE GRADING PLAN FOR EXACT LOCATIONS. CHANHASSEN TYPE 2 SILT FENCE SHALL BE INSTALLED AROUND ALL WETLANDS AND STORMWATER PONDS. CHANHASSEN TYPE 1 SILT FENCE SHALL BE USED AROUND ALL REMAINING AREAS. C) FINISHED GRADE SLOPES THE SITE IS BEING GRADED AT 3:1 SLOPES OR FLATTER TO PROVIDE A LESS EROSIVE SURFACE. 3:1 SLOPES SHALL BE SEEDED WITH MNDOT MIX 150. ANY 3:1 SLOPES OVER 35 FEET IN LENGTH (UNLESS THEY ARE ISOLATED FROM RUNON WATER) OR 3:1 SLOPES WITH CONCENTRATED FLOWS SHOULD USE A MNDOT CATEGORY 3 EROSION CONTROL BLANKET AS NEEDED. THERE SHALL BE NO UNBROKEN 3:1 SLOPES GREATER THAN 75 FEET IN LENGTH. THERE ARE NO SLOPES PROPOSED GREATER THAN 3:1. D) STORM DRAIN INLET PROTECTION STORM DRAIN INLET PROTECTION IS A SEDIMENT BARRIER PLACED AROUND A STORM SEWER INLET. THIS STRUCTURE TRAPS SEDIMENT BEFORE IT ENTERS THE STORM SEWER SYSTEM. THE UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL THE WIMCO STRUCTURAL STREET INSERTS. PRIOR TO INSTALLATION, THE ENGINEER SHOULD VERIFY WITH THE CITY AND OTHER AGENCIES THAT THE PROPOSED INLET DEVICE IS IN COMPLIANCE WITH THEIR STANDARD DETAILS. INLET CONTROLS ARE NEEDED FOR ALL INLETS THROUGHOUT THE PROJECT AND SHALL BE INSTALLED WITHIN 24 HOURS OF INLET INSTALLATION PRIOR TO CASTING. FILTER FABRIC HELD DOWN BY STEEL PLATES WITH 12 INCHES OF 3/4-INCH ROCK OVER EACH COVER MAY BE USED. ONCE CASTING OF INLETS TAKES PLACE, INLET CONTROLS SHALL BE INSTALLED WITHIN 24 HOURS. INLET PROTECTION SHALL BE MAINTAINED ON A REGULAR BASIS, AND CAN ONLY BE REMOVED DURING WINTER MONTHS AMD ONCE 70% DENSITY PERMANENT VEGETATION IS ESTABLISHED IN 100% OF THE CONTRIBUTING WATERSHED. E) OUTLET STRUCTURES AND OUTLET PROTECTION AN OUTLET STRUCTURE IS PROPOSED FOR THE STORM WATER TREATMENT POND. THE OUTLET STRUCTURE WILL PROVIDE SKIMMING AND RATE CONTROL FOR WATER LEAVING THE POND. RIP -RAP WILL BE PLACED AT THE BASE OF ALL APRONS TO PROVIDE EROSION CONTROL BY PROTECTING THE DOWNSTREAM SOILS FROM TURBULENCE AND HIGH DISCHARGE VELOCITIES. THE RIP RAP WILL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DETAILS, AND MUST BE INSTALLED WITHIN 24-HOURS OF CONNECTION TO SURFACE WATERS. F) TEMPORARY RESTORATION TEMPORARY SEEDING WILL BE DONE AS REQUIRED BY THE NPDES PHASE II PERMIT AND THE GRADING WILL BE SCHEDULED TO MINIMIZE THE DISTURBED AREA AT ALL TIMES. IF NECESSARY, ALL DISTURBED AREAS WILL BE RESTORED WITH 6" OF TOPSOIL. THE SEED MIX SHALL BE IN ACCORDANCE WITH MNDOT MIX 150 APPLIED AT A RATE OF 40 LBS/ACRE AND FERTILIZED WITH 10-10-20 AT A RATE OF 200 LBS/ACRE. THE MULCH SHALL BE MNDOT TYPE 1 AND APPLIED AT A RATE OF 2 TONS/ACRES, DISC ANCHORED (WITH DISC BLADES SET NEARLY STRAIGHT) IMMEDIATELY AFTER PLACEMENT. WOOD FIBER BLANKETS (MNDOT CATEGORY 3) WILL BE INSTALLED ON 3:1 SLOPES AS NEEDED AND ON ALL DITCH BOTTOMS GREATER THAN 2%. G) PERMANENT RESTORATION PERMANENT SITE RESTORATION SHALL BE IN ACCORDANCE WITH THE LANDSCAPE PLAN, AND MAY INCLUDE SODDING OR SEEDING. H) TRASH AND DEBRIS ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE COLLECTED AND DEPOSITED IN A DUMPSTER, AND THE DUMPSTER SHALL BE EMPTIED AS NECESSARY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL SANITARY SEWER WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS REQUIRED BY LOCAL REGULATIONS. 1) DEWATERING DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A SEDIMEN BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS OR EROSION. J) CONNECTION TO SURFACE WATERS ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21 DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). K) TEMPORARY STOCKPILES TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. Issue / Revision Date: Description: By: Date: Description: By: 1 hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. 5cAk- 4 Scott Hard Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman Designed By: JJ Drawn By: JJ Checked By: SH POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE POTENTIAL POLLUTANT 1 hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. 5cAk- 4 Scott Hard Date: 10.17.07 Reg. No. 13394 Reviewed By: Jerry Backman Designed By: JJ Drawn By: JJ Checked By: SH POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE POTENTIAL POLLUTANT Y OR N LOCATION VARIOUS ANTIFREEZE YES ASPHALT YES CONTRACTOR DIESEL FUEL YES VARIOUS FERTILIZER YES LANDSCAPE GASOLINE YES IN EQUIPMENT GLUE/ADHESIVES YES CONTRACTOR HYDRAULIC OIL/FLUIDS YES CONTRACTOR PAINTS YES CONTRACTOR GREASE YES CONTRACTOR SANITARY WASTE YES VARIOUS SOIL AMENDMENTS NO LANDSCAPING MATERIALS YES LANDSCAPE CONTROL MEASURE SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT SECONDARY CONTAINMENT CONTRACTOR RESPONSIBLE SECONDARY CONTAINMENT CONTRACTOR RESPONSIBLE SECONDARY CONTAINMENT SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER CONTRACTOR RESPONSIBLE 5. EROSION CONTROL INSPECTION AND MAINTENANCE 5.1 EROSION CONTROL INSPECTION INSPECTIONS WILL INCLUDE A VISUAL INSPECTION OF ALL DISTURBED AREAS OF THE SITE, MATERIAL STORAGE AREAS EXPOSED TO PRECIPITATION, SEDIMENT AND EROSION CONTROL MEASURES, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE CONSTRUCTION SITE, AND ACCESSIBLE DISCHARGE POINTS (OUT FALLS). THE PURPOSE OF THE INSPECTIONS IS TO ASSESS AND DETERMINE WHETHER EROSION CONTROL MEASURES ARE OPERATING PROPERLY AND EFFECTIVELY. INSPECTION REPORTS WILL BE COMPLETED AT THE TIME OF THE INSPECTION AND CERTIFIED AS REQUIRED BY THE APPLICABLE NPDES PHASE II STORM WATER PERMIT. THE CONTENT OF THE INSPECTION REPORTS WILL ADDRESS THE REQUIRED CONTENT FOR THE INSPECTION REPORTS PROVIDED BY THE NPDES PHASE II STORM WATER PERMIT. THE INSPECTION REPORT WILL INDICATE WHETHER ANY INCIDENTS OF NON-COMPLIANCE WITH THE REQUIREMENTS OF THE NPDES PHASE II STORM WATER PERMIT WERE OBSERVED AND ANY CONDrrIONS REQUIRING AN AMENDMENT TO THE SWPPP. ALL INSPECTION AND INSPECTION REPORTS AT THIS SITE WILL BE COMPLETED BY A REPRESENTATIVE FROM THE CONTRACTOR'S FIRM. INSPECTION AND MAINTENANCE RECORDS SHALL SPECIFY THE FOLLOWING: 1. DATE AND TIME OF INSPECTION. 2. NAME OF PERSON(S) CONDUCTING INSPECTIONS. 3. DATE AND AMOUNT OF RAINFALL FOR EVENTS GREATER THAN 0.5 IN/24 HR. ALL INSPECTORS WILL BE FAMILIAR WITH ALL ASPECTS OF THIS SWPPP INCLUDING THE IMPLEMENTED BMP'S AND WILL COMPLETE REGULAR INSPECTIONS OF THE SITE. DOCUMENTATION OF THE EXPERIENCE AND QUALIFICATIONS OF PERSONNEL MAKING INSPECTIONS AT THIS SITE ARE INCLUDED IN THIS SECTION OF THE SWPPP. INSPECTIONS WILL BE COMPLETED ACCORDING TO THE SCHEDULE BELOW. 1. EVERY 7 DAYS 2. WITHIN 24 HOURS OF THE END OF EACH RAIN EVENT OF 0.5" OR MORE 3. WHEN 6" OF SNOW MELT OCCURS 5.2 EROSION AND SEDIMENT CONTROL MAINTENANCE 1) ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. NECESSARY MAINTENANCE AND REPAIRS WILL BE INITIATED WITHIN A 24 HOUR PERIOD OF THE MAINTENANCE AND INSPECTION REPORT. A RECORD OF ALL REPAIRS SHALL BE MADE WITHIN THE REPORT. 2) EXPOSED EXCAVATION AREAS SHALL BE KEPT TO A MINIMUM BY BALANCING CUT AND FILL AREAS THROUGHOUT THE GRADING OPERATION IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 3) SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT BUILD-UP. SEDIMENT SHALL BE REMOVED FROM ALL SILT FENCE WHEN IT HAS REACHED ONE-THIRD OF THE FENCE HEIGHT. 4) SILT FENCE WILL BE INSPECTED FOR TEARS. SILT FENCE SHALL ALSO BE INSPECTED TO ENSURE THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS AND IF THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5) STOCKPILES WILL BE INSPECTED FOR SILT FENCE OR OTHER SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6) STORM WATER TREATMENT PONDS WILL BE MONITORED FOR DEPTH OF SEDIMENT. SEDIMENT MAY HAVE TO BE REMOVED WHEN DESIGN CAPACITY HAS BEEN REDUCED BY 50% OR MORE, AND WITHIN 72 HOURS OF DISCOVERY. SEDIMENT MAY ALSO HAVE TO BE REMOVED AT THE END OF THE PROJECT OR AS DIRECTED BY THE CITY OR PROJECT ENGINEER. 7) STORM DRAINS WILL BE INSPECTED FOR PROTECTION DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BE_-N STABILIZED. 8) EROSION AND SEDIMENT CONTROL MEASURES AND OTHER BMPS WILL BE MAINTAINED IN EFFECTIVE OPERATING CONDITION. IF INSPECTIONS INDICATE THAT A BMP IS NOT OPERATING PROPERLY, MAINTENANCE OR MODIFICATION OF THE BMP WILL BE PERFORMED. THIS WORK SHALL BE PERFORMED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICAL AND NO LATER THAN 7 CALENDAR DAYS FROM THE INSPECTION DATE TO ENSURE ITS CONTINUED EFFECTIVENESS. 9) IF ADDITIONAL BMPS ARE NECESSARY, THE ADDITION WILL BE MADE BEFORE THE NEXT STORM EVENT, WHENEVER PRACTICAL, AND NOT LATER THAN 7 CALENDAR DAYS FROM THE INSPECTION DATE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS NOT PRACTICAL, THE CONDITIONS WILL BE DOCUMENTED IN THE APPLICABLE SWPPP AMENDMENT, AND ALTERNATIVE BMPS WILL BE USED AS SOON AS POSSIBLE. 10) STREET CLEANING OF SOIL TRACKED ONTO PUBLIC STREETS SHALL INCLUDE DAILY STREET SWEEPING AND STREET SCRAPING, OR MORE OFTEN AS NECESSARY. 6. FINAL STABILIZATION: TEMPORARY STABILIZATION WILL REMAIN IN PLACE FOR ALL AREAS UNTIL FINAL STABILIZATION OCCURS. TO COMPLETE FINAL STABILIZATION, THE FOLLOWING MUST OCCUR: -STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) -DRAINAGE DITCHES STABILIZED -TEMPORARY SYNTHETIC & STRUCTURAL BMPS REMOVED -SEDIMENT CLEANED OUT OF STORM WATER CONVEYANCES & SEDIMENTATION BASINS, AND BASINS RETURNED TO DESIGN CAPACITY THE NOTICE OF TERMINATION SHALL BE USED TO TERMINATE PERMIT COVERAGE OF THE ORIGINAL STORMWATER PERMIT NUMBER OR THE SUBDIVISION REGISTRATION PERMIT NUMBER. 15050 23rd Avenue North Sch oe I I M ad so n T 763-746-1600 so F 763- 46-1699 Planning Engineering Surveying 11110Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelimadson.com 7. PLAN AMENDMENTS - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) WILL BE AMENDED IF THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT IMPACT ON THE DISCHARGE TO THE SURFACE WATERS OR UNDERGROUND WATERS. THE PLAN WILL ALSO BE AMENDED IF IT IS PROVEN TO BE INADEQUATE IN CONTROLLING POLLUTANTS IN STORM WATER DISCHARGES DUE TO CONSTRUCTION ACTIVITIES. S. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS: THIS STORM WATER POLLUTION PREVENTION PLAN WAS PREPARED IN ACCORDANCE WITH THE NPDES/SDS GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH A CONSTRUCTION ACTIVITY. ALL OTHER APPLICABLE FEDERAL, STATE, OR LOCAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL SITE PLANS (OR PERMITS), OR STORM WATER MANAGEMENT SITE PLANS (OR PERMITS) HAVE BEEN TAKEN INTO ACCOUNT AND ALL REQUIREMENTS WILL BE MET. HYDROLOGIC CALCULATIONS HAVE BEEN PERFORMED TO MODEL THE PROPOSED AND EXISTING DRAINAGE CHARACTERISTICS OF THE SITE. AN EFFORT HAS BEEN MADE TO ACCOUNT FOR ALL STORM WATER BOTH ENTERING AND LEAVING THE SITE. AS SUCH, MOST OF THE SITE'S RUNOFF WILL BE COLLECTED AND TREATED IN STORM WATER TREATMENT PONDS. STORM WATER CONVEYANCE WILL BE PROVIDED BY DRAINAGE SWALES, CONCRETE CURB AND GUTTER, AND A SUB -SURFACE DRAINAGE NETWORK LOCATED THROUGHOUT THE SITE. THOSE AREAS WHERE STORM WATER CANNOT BE COLLECTED BY ANY OF THE SYSTEMS LISTED ABOVE SHALL HAVE THE NECESSARY TEMPORARY MEASURES EMPLOYED TO REDUCE THE RISK OF SEDIMENT CONTAMINATION AND EROSION UNTIL PERMANENT VEGETATIVE COVER CAN BE ESTABLISHED. 10. NON -STORM WATER MANAGEMENT - NON -STORM WATER DISCHARGES WILL BE ELIMINATED OR REDUCED TO THE EXTENT FEASIBLE, WITH THE EXCEPTION OF THOSE NECESSARY FOR THE COMPLETION OF CERTAIN CONSTRUCTION ACTIVITIES. AUTHORIZED NON -STORM WATER DISCHARGES FROM THIS SITE INCLUDE. 1. FIRE HYDRANT FLUSHINGS 2. WATER USED FOR DUST CONTROL PURPOSES 3. POTABLE WATER AND UNCONTAMINATED WATER LINE FLUSHING 4. EXTERNAL BUILDING WASH WATER WHEN DETERGENT IS NOT USED 5. UNCONTAMINATED GROUNDWATER OR SPRING WATER 6. UNCONTAMINATED EXCAVATION DEWATERING 7. PUMPING OF DETENTION BASINS OR DE -SILTING BASINS AFTER RAIN EVENTS (USING PROPER FILTERING DEVICES PER GENERAL PERMIT) 8. STREET CLEANING (WHERE PERMITTED) THESE AUTHORIZED NON -STORM WATER DISCHARGES WILL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NPDES PHASE 11 PERMIT, AND EVERY EFFORT WILL BE MADE TO MINIMIZE NON -STORM WATER RUNOFF FROM THESE SITE ACTIVITIES. 11. CONSTRUCTION CHEMICALS AND POLLUTANTS: 11.1 SPILL PREVENTION THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. - AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT TO DO THE REQUIRED JOB. - ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT AND ORDERLY MANNER. - ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH THE ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINERS ARE NOT RESEALABLE. - SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. - WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER. - MANUFACTURER'S RECOMMENDATIONS FOR PROPER DISPOSAL SHALL BE FOLLOWED. - THE SITE SUPERINTENDENT WILL ROUTINELY INSPECT THE SITE TO INSURE PROPER DISPOSAL OF ALL ON SITE MATERIALS. FERTILIZERS - FERTILIZERS SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS AS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, THE FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TO TRANSIENT SURFACE WATERS. PAINTS - ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH LOCAL REGULATIONS. CONCRETE TRUCKS - CONCRETE TRUCKS (ALL CONSTRUCTION EQUIPMENT) WILL ONLY BE ALLOWED TO WASH OUT IN DESIGNATED DISCHARGE AREAS. PRODUCT SPECIFIC PRACTICES - PETROLEUM PRODUCTS -ALL ON SITE VEHICLES AND EQUIPMENT WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. NO ENGINE DEGREASING WILL BE ALLOWED ON SITE. PETROLEUM PRODUCTS WILL BE STORED IN A TIGHTLY SEALED CONTAINER, WHICH IS CLEARLY LABELED, ANY ASPHALT SUBSTANCES USED ON SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 11.2 SPILL CONTROL PRACTICES - ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS. - THE SPILL AREA WILL BE KEPT WELL VENTILATED. - SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE AGENCIES. - A LOG OF THE SPILL TYPE, LOCATION, DATE, AND TIME WILL BE CREATED BY THE JOB SUPERINTENDENT. STORM WATER POLLUTION PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING. 11.3 HAZARDOUS WASTES HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. SECONDARY CONTAINMENT & RESTRICTED ACCESS MUST BE PROVIDED AROUND FUELING AREAS (IF ANY) OR AS DIRECTED BY THE WATERSHED DISTRICT. CONTAINMENT DEVICES MAY INCLUDE POLY -LINED SOIL BERM, POLY -LINED STRAW BALES, OR APPROVED IMPERVIOUS BARRIER. EDEN TRACE CORP. 8156 Mallory Court Chanhassen, MN 55305 (952)361-0722 12. HOUSEKEEPING BMPS: 1) VEHICLE AND EQUIPMENT MAINTENANCE AND REPAIR ACTIVITIES AT THE SITE WILL BE PERFORMED IN THE DESIGNATED CONTROL AREAS. THIS AREA TO BE FIELD LOCATED BY CONTRACTOR AND ENGINEER AND NOTED ON THE SWPPP. 2) SOLID MATERIALS, INCLUDING BUILDING MATERIALS, GARBAGE, AND DEBRIS WILL BE CLEANED UP DAILY AND PROPERLY DISPOSED OF TO PREVENT THE DISCHARGE OF THESE MATERIALS TO SURFACE WATERS OR TO STORM DRAINS. 3) WASTE RECEPTACLES WITH LIDS WILL BE PROVIDED AT CONVENIENT LOCATIONS THROUGHOUT THE SITE. THESE RECEPTACLES ARE, TO THE EXTENT PRACTICABLE, PLACED IN LOCATIONS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF STORM WATER RUNOFF AND THAT DO NOT DRAIN DIRECTLY TO SURFACE WATER BODIES. THE LOCATIONS OF THESE RECEPTACLES TO BE DETERMINED IN THE FIELD. THE RECEPTACLES WILL BE EMPTIED AND THE WASTE REMOVED FROM THE SITE FOR APPROPRIATE DISPOSAL OR RECYCLING ON A REGULAR SCHEDULE TO PREVENT THEM FROM OVERFILLING. 4) LOCATIONS FOR EQUIPMENT WASH OUT AREAS WILL BE DESIGNATED IN THE FIELD. EQUIPMENT WASH WATER WILL BE CONTROLLED TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND TO AVOID MIXING WITH STORM WATER. 5) CONSTRUCTION MATERIALS AND CHEMICALS USED OR STORED ON SITE ARE KEPT IN SMALL QUANTITIES WHENEVER POSSIBLE. WHEN NOT IN USE, THEY WILL BE STORED IN SEALED CONTAINERS AND UNDER COVER TO PREVENT DIRECT CONTACT WITH STORM WATER. APPROXIMATE LOCATIONS OF DESIGNATED MATERIAL AND CHEMICAL STORAGE AREAS ARE PROVIDED ON THE SWPPP MAP. ANY INADVERTENT SPILLS WILL BE CLEANED UP IMMEDATELY UPON DISCOVERY AND THE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 6) VEHICLE FUELING WILL BE CONDUCTED IN A LOCATION AWAY FROM ACCESS TO SURFACE WATERS WHENEVER PRACTICABLE. ON SITE FUEL STORAGE TANKS OTHER THAN APPROVED PORTABLE FUEL CONTAINERS SUCH AS GASOLINE CANS, WILL HAVE A MEANS OF SECONDARY CONTAINMENT AND WILL BE LOCATED, WHENEVER PRACTICABLE, UNDERCOVER. ANY INADVERTENT SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY AND THE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 7) RELEASES OF HAZARDOUS SUBSTANCES OR OIL IN EXCESS OF REPORTABLE QUANTITIES IN STORM WATER DISCHARGES FROM THE CONSTRUCTION SITE WILL BE REPORTED AS REQUIRED BY THE APPLICABLE CGP, AND THE SWPPP WILL BE MODIFIED WITHIN 7 CALENDAR DAYS OF LEARNING OF THE RELEASE. SWPPP MODIFICATIONS WILL BE RECORDED IN SECTION R TO REFLECT THE RELEASE, INCLUDING A DESCRIPTION OF THE RELEASE, THE CIRCUMSTANCES LEADING TO THE RELEASE AND THE DATE OF THE RELEASE. THE SWPPP MODIFICATION WILL ALSO IDENTIFY RESPONSES TO BE EMPLOYED FOR SUCH RELEASES AND MEASURES TO PREVENT THE REOCCURRENCE OF SUCH RELEASES. 8) PORTABLE TOILETS ARE PROVIDED ON SITE. LOCATIONS TO BE DETERMINED IN FIELD. 9) STRIPS OF MATURE VEGETATION SHALL BE PRESERVED WHENEVER POSSIBLE. 10) CLEARING AND GRUBBING MATERIAL SHALL BE CHIPPED UP AND USED FOR EROSION CONTROL WHENEVER POSSIBLE. 11) WIMCO STYLE CATCH BASIN INSERTS SHALL BE USED IN ALL STORM SEWER CATCH BASINS. Project: CHANHASSEN WEST LOT 1 CHANHASSEN, MN Date: 6.15.07 Sheet Title: Sheet: STORMWATER POLLUTION PREVENTION PLAN (SWPPP) C4 SMI Project Number: 62641-051 N 0 30 60 90 SCALE IN FEET WARNING -- TGC_--P_ll A1TAAr`r00 CWAI I (YIAITArT Al I DI I_RI I!` IITII ITICQ FOR LOCATIONSOFALL UNDERGROUND WIRES, CABLES,J CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Issue / Revision Date: Description: By: Date: Description: By: 10.17.07 Site Plan Revisions 11.01.07 Site Plan Revisions I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 10.17.07 Reg. No. 26980 - (4) FA Designed By: Drawn By: Checked By: LL = PLANT LEGEND � • OVERSTORY DECIDUOUS TREE j f ORNAMENTAL TREE = LANDSCAPE NOTES EVERGREEN TREE C?Q E)O SHRUBS/ PERENNIALS SOD -ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS- DRESSER TRAPP ROCK #817, 112" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF -SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %" MODIFIED, GRAY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. COLOR BLACK. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SHREDDED HARDWOOD MULCH COLOR JET BLACK FROM CENTRAL LANDSCAPE SUPPLY, 763.753.7374, OR APPROVED SUBSTITUTE. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF -SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN-OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO-YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW-OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. M PLANT SCHEDULE- LOT 1 KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS HL 13 THORNLESS HONEYLOCUST GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5"CAL. B&B FULL,STR. LEADER, NO V' CROTCH FA 8 FALLGOLD ASH FRAXINUS NIGRA 'FALLGOLD' LL 21 LITTLELEAF LINDEN T1LIA CORDATA BS 17 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT FULL FORM TO GRADE WP 21 WHITE PINE PINUS STROBUS AM 14 AMUR MAPLE ACER GINNALA 1.5"CAL. FULL,STR.,LDR. SS 24 SPRING SNOW CRAB MALUS 'SPRING SNOW' 2.5"CAL. NO V' CROTCH DBH 11 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 18" WD. #5 EMS 43 EMERALD MOUND HONEYSUCKLE LONICERA XYLOSTEUM 'EMERALD MOUND' GLS 31 GROW LOW SUMAC RHUS AROMATICA 'GROW LOW' AWS 10 ANTHONY WATERER SPIREA SPIREA BUMALDA 'ANOTHONY WATERER' 30" MIN. HT' CONT. FULL FORM TO GRADE RSS 40 REGENT SERVICEBERRY AMELANCHIER ALNIFOLIA 'REGENT' MAJ 54 MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' KFG 156 KARL FOERSTER REEDGRASS CALAMAGROSTIS X ACUTIFLORA KARL FOERSTER' #2 CONT. SDD 153 STELLA D ORO DAYLILLY HEMEROCALLIS 'STELLA D ORO' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. PLANT SCHEDULE- ADDITIONAL PLANTINGS ABOVE REQUIRED KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS FULL,STR. HOL 4 THORNLESS HONEYLOCUST GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5"CAL. B&B LEADER, NO 'V' CROTCH 15050 23rd Avenue North Sch oe l l M ad so n TI 63-746-11600 so F 763 746-1699 Planning Engineering Surveying 11110Industrial Circle NW, Suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 7 www. sch o e l l m a d so n. oc m 1 Client: EDEN TRACE CORP. 8156 Mallory Court Chanhassen, MN 55305 (952)361-0722 Project: Date: CHANHASSEN WEST LOT 1 9.16.07 CHANHASSEN,MN Sheet Title: Sheet: LANDSCAPE PLAN L1 SMI Project Number: 62641-052 RAIN GARDEN NOTES 1. SEE LANDSCAPE PLAN AND DETAIL SHEETS FOR OTHER PLANTINGS AND GENERAL PLANTING INSTALLATION. 2. PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN WATER GARDEN AREA SIDESLOPES. BLANKET TO BE ONE SEASON GEOGUTE, MNDOT CATEGORY 2(STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. 3. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA(NO FILTER FABRIC). 4. SOIL PROFILE OF THE RAIN WATER GARDEN AS INDICATED ON DETAIL. DRAINTILE TO BE AT BOTTOM OF PROFILE AND CONNECTED TO STORM SEWER SYSTEM. COMPACTION AND/OR SOIL EROSION IN THE RAIN GARDEN SOIL PROFILE IS NOT ALLOWED. REMOVE AND REPLACE AS NEED TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 5. INSTALL IN ACCORDANCE WITH CITY, WATERSHED, AND/OR LGU REQUIREMENTS. 6. PROVIDE A 2 YEAR WARRANTEE FOR PLANT MATERIAL UPON PROJECT SUBSTANTIAL COMPLETION. = RAIN GARDEN PLANT LIST CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS CAT 94 SALLOW SEDGE PLUG SEEDLING PLANT 18" O.C. Carex lurida BASE BFG 98 BLUEFLAG PLUG SEEDLING PLANT 18" O.C. Iris versicolor BASE BES BROWN —EYED SUSAN PLUG SEEDLING PLANT 18" O.C. 170 Rudbeckia subtomentoso BASE / SIDESLOPE SWIG 100 BUTTERFLY MILKWEED PLUG SEEDLING PLANT 18" O.C. Asclepias tuberosa SIDESLOPE GOA GOLDEN ALEXANDERS PLUG SEEDLING PLANT 18" O.C. 96 Zizia aurea SIDESLOPE JPW RED CARDINAL FLOWER PLUG SEEDLING PLANT 18" O.C. 110 Lobelia cardinalis BASE BCB BLACK CHOKEBERRY 18" #2 CONT. PLANT 5'-0" O.C. 6 Aronica melanocarpa HT. BASE / SIDESLOPE QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. GARDEN- ENLARGEMENT SOUTH OF PARKING LOT Issue I Revision Date: Description: By: Date: Description: By: 10.17.07 Site Plan Revisions BACKF c MULCH w z� a z 0 0 CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 2 \ SHRUB CONT. PLANTING DETAIL SECTION N.T.S. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL WUL iv BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. LIMITS OF PLANTING HOLE /�= s LIMITS OF MULCH LIMITS OF ROOT SYSTEM \ GUYING SYSTEM POST PLAN VIEW hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen 14 Date: 10.17.07 Reg. No. 26980 NOTE: STAKING/GUYING IS NOT ANTICIPATED TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD TREE STAKING/GUYING DETAIL. TREE PLANTING, STAKING/GUYING DETAIL I Designed By: I Drawn By: I Checked By: N.T.S. SCALE 1"=10' EXISTING GRADE UT AREA LANT ACCORDING TO LANTING DETAILS BELOW 3 APPLICABLE 4CKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. PLANTING DETAIL FOR STEEP SLOPES N.T.S. AVE. AMOUNT OF WATER PER PLANT TYPE APPLICATION (GAL.) MACHINE TRANSPLANTED 50-100 TREES (3" CALIPER+) BALLED & BURLAPPED 20t TREES BARE ROOT TREES 15f 10f BALLED & BURLAPPED SHRUBS BARE ROOT OR 7f CONTAINER SHRUBS WOODY SEEDLINGS 4f HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. 15050 23rd Avenue North 11141 S c h oe I I M ad so n TI763-746-1600 so F 763-746-1699 Planning Engineering Surveying 11110Industrial Circle NW, suite E Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 7 www.schoellmadson.com 6 \ WATERING GUIDELINES ANTI —WASH/GEOJ LITE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) VARIES, SEE GRADING ON SIDESLOPES OF 3H:1V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH GRADE FINISH GRADE THROUGHOUT. 36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS 37 N 3� AND TILL 6" DEPTH INTO NATIVE SOILS. —70% SAND, (5% PASSING THE #200 SIEVE, AND A FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) —30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) NOTES: 1. PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH SLOPED SUBGRADE ENGINEER/LANDSCAPE ARCHITECT. 2. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 24 HOUR SECTION 4" PVC CONTECH A2000 SLOTTED DRAINTILE, PERIOD, UNLESS DESIGNED OTHERWISE. SEE STORM SEWER PLAN FOR CONNECTION. 3. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND COARSE FILTER AGGREGATE(MnDOT 3149.2H) OBTAIN APPROVAL BY ENGINEER/LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION OF PLANTS AND MULCH. GEOTEXTILE FABRIC —TYPE II(MnDOT 3733). 12" DIA. MIN. FINISH GR L �� 7 DRAINTILE/ OVERFLOW SECTION OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. NEENAH R-2561 BEEHIVE CASTING & FRAME, VERIFY WITH STORM SEWER PLAN 4" DRAINTILE CONNECT TO STORM SEWER OR DAYLIGHT 4 \ RAIN GARDEN- ENLARGEMENT 1 Client: EDEN TRACE CORP 8156 Mallory Court Chanhassen, MN 55305 (952) 361-0722 N.T.S. Date: 9.16.07 Sheet Title: Sheet: LANDSCAPE DETAILS L2 SMI Project Number: 62641-052 Project: CHANHASSEN WEST LOT 1 CHANHASSEN,MN