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CAS-02_JIMMY JOHN'S - 7851 MARKET BOULEVARD
CITY OF CAANAASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Plane: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 France Phone: 952227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952 227.1110 Recreation Center 2310 Coulter Boulevard Phos: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 9552.227.1110 Peb6c Works 1591 Park Road Mm: 952.227.1300 Fac 952.227.1310 Senior Left Phone. 952.227.1125 Fax: 952.227.1110 Web Stip www.ci.chanhassen.mn.us June 17. 2010 Mr. Jack Appert Kraus Anderson Inc. LLC 4210 West Old Shakopee Road Bloomington, MN 55437 Re: Jimmy John's Restaurant Site Plan Agreement Escrow Planning Case 1108-02 Dear Jack: Enclosed please find Check No. 145589 in the amount of $5,360.00 which represents a refund of the escrow required per Section 5 of the Site Plan Agreement. All boulevard restoration, erosion control, and landscaping requirements have been met. If you have any questions or need additional information, please contact me at (952) 227-1132 or akairies@ci.chanhassen.mn.us. Sincerely, a U Angie Kairies Planner I Enclosure ec: Jill Sinclair, Environmental Resource Specialist g xplanx20D8 planning casesx08-02jinuny john's\escrow mum letter 6-17-10.doc Chanhassen is a Community for life. Providing for Today and Planning forTomarow SCANNED M&I MARSHALL & ILSLEY BANK CITY OF CHANHASSEN 17-115,/910 7700 MARKET BLVD., R0. BOX 147 CHANHASSEN, MN 55317 (952) 227-1140 Pay FIVE THOUSAND THREE HUNDRED SIXTY AND XX / 100 To the order of KRAUS—ANDERSON CONSTRUCTION 2500 MINNEHAHA AVENUE MINNEAPOLIS, MN 55404 145559 Date Amount 6/17/2010 $5,360.00 Ad 'i'14SS8911' t:09100ii57i: 3 757-11 4 7 0 7 51i' Check Date: 6/17/2010 Check Amount: $5,360.00 Vendor No: KRAAND Vendor Name: KRAUS-ANDERSON Vendor Acct No: Invoice Number Date Description GL Account Amount 061410 6/14/2010 Security Escrow: Jimmy John's Plan Case 815-8221-2024 5,360.00 ul 2000 Au ust 2000 a tert r2000 M T W T F S M T W T F S M T W T F S 1 1 2 3 4 5 1 2 1 .8_:..7 8 ..9 ./0 11 12 9_.4...5 6 7 8. _.9 10 11 12 19 14 1� 16 15 16 17 18 19 10 11 12 13 14 15 18 1716192021 21 Y228242$26 1118 192021 2228 2425262728 28293091---- 24252627262990 V Securities Ltart Due 5 P Category Description i 6.1 X10 Cash Escrow Jimmy John's Planning Case 08-02 Site Plan Permit Expires 10-31-08 $5,360 for boulevard restoration, erosion control & landscaping Kraus -Anderson, Inc. Check #96868 Notify Angie Auseth 10-1-08 10/2/08 - Per Angie, project not complete. Check stains 6/1/09. 7/2/09 - Notified Angie & Jill. Kim 7/8/09 - Per Jill me dead honeylocust on site. Developer to be contacted. Check status 8/17/09. Kim 8/17/09 - Notified JiIVAngie. 820/09 - Per Jill site inspected today. The dead honeylocust has been removed but not replaced. Owners notified and will contact the city once the tree has been replaced. Check stains 10-1-09. Kim 10/2/09 - Notified Ji1VAngie. Kim 10!1/09 - Per Jill, missing tree still hasn't been replaced. Spoke with Jack Appert on Sept. 30, 2009 regarding the tree. He will contact the city when its planted. Check status 6/1/10. Kim 614/10- Notified Angie/Jill. Kim 6/9/10 - Per Jill the tree has been planted and the escrow can be released. Notified Finance to release escrow. Activity closed. Kim 02010 L.I. neveb .Cory. sm'.e1,O ss PM Ss.. P=P * Pyf CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 04/21/2008 3:44 PM Receipt No. 0070216 CLERK: lisa PAYEE: Kraus Anderson Inc Jimmy John's Planning Case 08-02 ------------------------------------------------------- Site Plan Permit 5,360.00 Total Cash Check 96868 Change 5,360.00 0.00 5,360.00 0.00 Kruus-Anderson, Incorporated DATE INVOICE NO DESCRIPTION ACCOUNT INVOICE AMOUNT 4-15-08 041508 refundable escrow Jim 01-1150-0-1780.1151 5360.00 RECEIVED APR 2 12008 CITY OF CHANHASSEN 4-17-08 1 HEC 96868 TOTAL> 5360.00 DATEK NUMBER PLEASE DETACH AND RETAIN FOR YOUR RECORDS Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehlt Soren M. Mattick John F. Kelly Henry A. Schaeffer, Ill Alina Schwartz Samuel J. Edmund Cynthia R. Kirchoh Marguerite M. McCarrui 1380 Corporate Center Cur Suite 317 • Eagan, MN 551: 651-152-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Associatiol Rff Direct Dial: (651) 234-6221 E-mail Address: snelson@ck-law.com November 4, 2008 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RECEIVED NOV 5 - 2008 CITY OF CHANHASSEN RE: CHANHASSEN— MISC. RECORDED DOCUMENTS ➢ Conditional Use Permit and Site Plan Permit #08-02 with Kraus Anderson Incorporated (Jimmy John's Restaurant Site) (Lot 1, Block 1, Market Street Station) Dear Kim: Enclosed for the City's files please find original recorded Conditional Use Permit and Site Plan Permit #08-02 with Kraus Anderson Incorporated approving a conditional use permit and site plan for a 1,650 square foot, one story, stand-alone restaurant building on the above referenced property. The conditional use permit/site plan permit was recorded with Carver County on June 27, 2008 as Abstract Document No. A485891. Regards, CAMPBELL KNUTSON Profe ral Association BM an R. Nelson, Legal sistant SRN:ms Enclosure G"was Document No. OFFICE OF THE A 4 8 5 8 91 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $ 46 00 Check#: 19057 Certified Recorded on 06-27-2008 at CITY OF CHANHASSEN CONDITIONAL USE PERMIT AND SITE PLAN PERMIT #08-02 SPECIAL PROVISIONS 11: AM❑PM �CnRecorder Hanson, Jr. AGREEMENT dated March 10, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Kraus -Anderson (the "Developer"). Incorporated, dMinnesota corporation 1. Request for Site Plan Approval. The Developer has asked the City to approve a Conditional Use Permit and Site Plan for a 1,650 square -foot, one-story, stand-alone restaurant building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Market Street Station, according to the plat thereof now on file and of record in the Office of the County Recorder, Carver County, Minnesota, EXCEPT: That part of Lot 1, Block 1, Market Street Station, according to the recorded plat thereof on file or of record in the County Recorder's office in and for Carver County, Minnesota, lying easterly, southerly, easterly and northerly of the following described line: Commencing at the most southeasterly corer of Lot 1, Block 1, Market Street Station; thence North 00 degrees 08 minutes 32 seconds East, assumed bearing, along the most easterly line of said Lot 1 a distance of 147.78 feet; thence South 89 degrees 53 minutes 01 seconds West a distance of 102.49 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 281.41 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 0.61 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 1.14 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 4.10 feet to the point of beginning of the line to be described; thence South 00 degrees 03 minutes 20 seconds East a distance of 1.79 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.62 feet; thence South 00 degrees 03 minutes 20 seconds East a distance of 209.97 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.10 feet more or less to the intersection of the east line of said Lot 1 and said line there terminating. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish the security required by it. SCANNED 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 by Pope Architects, dated 01/18/08. Plan B: Grading, Drainage, Erosion Control, Utility, Geometric, and Paving Plan prepared by BKBM Engineers, dated 01/18/08. Plan C: Landscaping Plan prepared by Lan -De -Con, Inc, dated 01/18/08. Plan D: Elevations prepared by Pope Architects, stamped Received 02/15/08. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 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 fimrish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,360.00 (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. PROCEDURESFOR 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. Jack Appert c/o Kraus-Andersonlncorporated 4210 West Old Shakopee Road Bloomington, MN 55437 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 1,650 square -foot stand-alone restaurant subject to the following conditions: 2 a. The south elevation shall be revised to meet the 50 percent fagade transparency requirement. b. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. c. The applicant shall install self -latching hardware on the door located on the west elevation of the building. d. All roof -top equipment shall be screened. e. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. f. The applicant shall provide erosion and sediment perimeter control. g. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. h. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. i. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Sloe Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. j. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. k. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 1. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. m. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. n. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. o. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). p. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. q. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF CYANHASSEN BY: L �C Thomas A. Furlong, Mayor AND: Gerhardt, City Manager D OPER: Kraus -And son, Incorporated BY: Its 4 STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this��'day of2008, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City ofchnhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. _ A STATE OF MINNESOTA ) ( ss. COUNTYOF HENNEPIN ) 1►C�➢II� . ® Q KAREN J. ENGELHARDT T• � Notary Public -Minnesota MY Canmissbn fires Jen 31.2010 The foregoing instrument was acknowledged before me this 16thday of April 2008by Daniel Engelsma, President of Kraus -Anderson, Incorporated, a Minnesota corporation, on behalf of the corporation, th6� veloper. NOTARY PUBLIC MARYE.DOUGHMAN NOTARY PUBLIC - MINNESOTA My CanuNssim Expires Jan. 31, 2010444 DRAFTED BY - City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" 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 Developer's 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. 7. Responsibility for Costs. 0 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 fust 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 trailer; 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. 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 waiver; 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. 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 7 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 nominal 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 Re ations. 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. 10. Certificate of Compliance and Release. Upon written request from Developer, the City shall issue to Developer a signed certificate acknowledging compliance with the terms and conditions of this instrument as of the date of such certificate, if such be the case. 91 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT f/k/a Coimtunity FIrst National Bank, C7 —t4v— lt)ks� a national banking corporation 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 thiso� day of, 200Y of THE WEST STATE OF MINNESOTA ) (S5. COUNTY OF Qtko i °i The foregoing instrument v 20LOL by C o n n I :a f/k/a Conmtutity First behalf of the bank, DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 I(fe SHARON M ANDRIE Notary Public -Minnesota My Comm ExDires Jan. 31, 20 5 n acknowledged before me this o2 I day of /7 rr t i,eV�e's , Vice President of Bank of the West National Bank, a national banking corporation, on �S� m. r NOTARY PUBLIC --W, I ,� s 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 Rnance Phone: 952.227.1140 Fax: 952.227.1110 Pads & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Reaeatan Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Warks 1591 Park Road Phase: 952.227.1300 Fax: 952.227.1310 Senior Center Phase: 952.227.1125 Fax: 952.227.1110 Web Site wwad.chenhassen.mn.us March 11. 2008 Mr. Jack Appert Kraus Anderson Inc. LLC 4210 West Old Shakopee Road Bloomington, MN 55437 Re: Jimmy John's Restaurant Planning Case #08-02 Dear Jack: On March 10, 2008, the Chanhassen City Council approved a Conditional Use Permit and Site Plan for a 1,650 square -foot, one-story, stand-alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to the following conditions: 1. The south elevation shall be revised to meet the 50 percent facade transparency requirement. 2. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. 3. The applicant shall install self -latching hardware on the door located on the west elevation of the building. 4. All roof -top equipment shall be screened. 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. 6. The applicant shall provide erosion and sediment perimeter control. 7. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. Chant am is a Cana u* for fife - Providing for Today and Planning for Tomorrow Mr. Jack Appert March 11, 2008 Page 2 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Sloe Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns Mr. Jack Appert March 11, 2008 Page 3 Enclosed is a site plan agreement that must be executed by Kraus Anderson Inc. LLC. Note that if there is a mortgage holder on the property, they will need to sign the mortgage holder consent 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 July 8, 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) 227-1132 or aauseth@ci.chanhassen.mn.us. Sincerely, Angie Auseth Planner I Enclosure ec: Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official GAPLAN\2008 Planning Casm\08-02 Jimmy John's\approval leuer.do -- � r �� ,._� r'. �'r SI 0 PkOIECT HIP ROOF - WOOD FRAME WITH ASPHALT SHINGLES TOP OF ROOF EL. 114'-6' , CANVAS -TYPE --� AWNING WITH OPAQUE ROOF FABRIC A 3'xl' GLAZED DOOR FLOOR LINE EL. 100'-0' PRE -FINISHED PRE -CAST 545E EAST ELEVATION 1/8"=1'-0" 0 4' 8' 1( ROOFTOP EQUIPMENT TOP OF PARAPET _ EL. IH' -0' TOP OF ROOF EL. 114'-6' PRE-FN1514ED METAL CAP CULTURED STONE WALL FACING, RANDOM PATTERN ARCHITECTURAL - FINISH F'RE-CAST SOUTH ELEVATION 1/8"=1'-0" 0 4 8' 1s' ROOFTOP EQUIPMENT CONTINUOUS BAND OF _ STUCCO CULTURED STONE WALL FACING, RANDOM PATTERN CLEAR DOUBLE PANE, LOW 'E' NSULATED GLASS ANODIZED ALUMINUM FRAME F HIP ROOF - WOOD FRAME WITH ASPHALT 5HNGLE5 -EXTERIOR WALL SIGN TO SATISFY MARKET STREET STATION SIGN CRITERIA, ALUMIN9M NTERNALLY LIT LETTERS (LED) WITH TRANSLUCENT FLEX FACE CANVAS -TYPE AUNNG WITH OPAQUE ROOF FABRIC SELF BALLASTED DOME LGHT /ANODIZED ALUMINUM FRAME CLEAR DOUBLE PANE, LOW 'E' N5ULATED GLASS KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR 01-18-08 1 COMMISSION 041300-07131 PRE -FINISHED FETAL CAP TOP OF ROOF EL 114'-b' ARCHITECTURAL - FINISH PRE -CAST CONTINUOUS BAND OF STUCCO PRE -FINISHED PRE -CAST BASE,, WEST ELEVATION 1/8"=1'-0" 0 4' 8' 1( PRE -FINISHED CAP ARCHITECTURAL' FINISH PRE -CAST SELF BALLASTED -___J DOPE L*4T NORTH ELEVATION 1/8 If = 1 1-011 0 4' 8' 15' � ROOFTOP EQUIPMENT -EXTERIOR WALL 56N TO 5AT15FY MARKET STREET 5TATION SIGN CRITERIA, ALUMINUM INTERNALLY LIT LETTERS (LED) WTH TRANSLUCENT PLEX FACE - CLEAR DOUBLE PANE, LCW E' INSULATED GLASS ROOFTOP EQUIPMENT -CULTURED STONE WALL FACING, RANDOM PATTERN - FRE -FINISHED FRE -CAST 5A5E I'KO I ECT KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR 01-18-08 1 COMMISSION #41300-07131 ► A t i Jack S. Appert Development Associate I Direct 952.948.9387 Cell 651.402.6049 7appert®karealty.com SCANNED 6 and integrity while protecting and maximizing the value cr the properties entrusted to our care. 4210 West Old Shakopee 952.881.oad Bloomington. 1 8166 Fax 952.881.81455437-2951 www. krausanderson. com W KRAUS-ANDERSON. COMPANY REALTY i Jack S. Appert Development Associate I Direct 952.948.9387 Cell 651.402.6049 7appert®karealty.com SCANNED and integrity while protecting and maximizing the value cr the properties entrusted to our care. 4210 West Old Shakopee 952.881.oad Bloomington. 1 8166 Fax 952.881.81455437-2951 www. krausanderson. com W Non -Scannable Item Item Description_, 'Ooker Number Jimmy John's • 7851 Market Boulevard won MELot 1 Black 1, Market Street Station 25-4460010 Site i5lan, Sign Variance Job Number Box Number pr L - E - T E Planning a March 11, 2008 CITY OF CHONSEN Mr' Jack Appert Kraus Anderson Inc. LLC 7700 Market Boulevard 4210 West Old Shakopee Road PC Box 147 Bloomington, MN 55437 Chanhassen, MN 55317 responsible for replacing any damaged or killed trees. Administration Re: Jimmy John's Restaurant Phone: 952.227.1100 Planning Case #08-02 Fax: 952.2271110 Building Inspections Dear Jack: Phone: 952.227.1180 Fax 952.227.1310 Fax: 952.227.11 go On March 10, 2008, the Chanhassen City Council approved a Conditional Use Engineering Permit and Site Plan for a 1,650 square -foot, one-story, stand-alone restaurant Phone: 952227,1160 building, plans prepared by Pope Architects, dated received January 25, 2008, Fax: 952.227.1170 subject to the following conditions: Finance Phone: 952.227 1140 d!The south elevation shall be revised to meet the 50 percent fagade Fax: 952.2271110 transparency requirement. Park d Recreation 8. Phone: 952.227.1120 Z. The applicant shall continue to pursue the option of a shared trash enclosure Fax: 952.227.1110 with Country Suites Hotel. Recreation Center 2Pho e:952227oulter 11400 Phone: 952.227.1400 3. The applicant shall install self -latching hardware on the door located on the Fax: 952.227.1404 west elevation of the building. Planning a 4' All roof -top equipment shall be screened. Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. Public Works 1591 Park Road Phone: 952.227.1300 6. The applicant shall provide erosion and sediment perimeter control. Fax 952.227.1310 Senior Center 7. All silt fence that is not laid parallel to the contours shall have J Hooks Phone: 952.227.1125 installed every 50-75 feet. This shall be noted on the plans and discussed at Fax: 952n7.1110 the preconstruction meeting. Web She www.ci.chanhassen.mnus 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. 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. SCANNED Mr. Jack Appert March 11, 2008 Page 2 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns i Mr. Jack Appert March 11, 2008 Page 3 Enclosed is a site plan agreement that must be executed by Kraus Anderson Inc. LLC. Note that if there is a mortgage holder on the property, they will need to sign the mortgage holder consent 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 July 8, 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) 227-1132 or aauseth@ci.chanhassen.mn.us. Sincerely, Angie Auseth Planner I Enclosure cc: Allyson Fauske, Assistant City Engineer Jerry Mohn, Building Official G-XPLANX2008 Planning Casm\08-02 Jimmy John'sNapproval letter.doc IV CITY OF CHANHASSEN CONDITIONAL USE PERMIT AND SITE PLAN PERMIT #08-02 SPECIAL PROVISIONS AGREEMENT dated March 10, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City'), and Kraus Anderson Inc. LLC (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a Conditional Use Permit and Site Plan for a 1,650 square -foot, one-story, stand-alone restaurant building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Market Street Station. 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 by Pope Architects, dated 01/18/08. Plan B: Grading, Drainage, Erosion Control, Utility, Geometric, and Paving Plan prepared by BKBM Engineers, dated 01/18/08. Plan C: Landscaping Plan prepared by Lan -De -Con, Inc, dated 01/18/08. Plan D: Elevations prepared by Pope Architects, stamped Received 02/15/08. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 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. S. 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 $5,360.00 (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 W provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURESFOR 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. Jack Appert c/o Kraus Anderson Inc. LLC 4210 West Old Shakopee Road Bloomington, MN 55437 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 1,650 square -foot stand-alone restaurant subject to the following conditions: a. The south elevation shall be revised to meet the 50 percent fagade transparency requirement. b. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. c. The applicant shall install self -latching hardware on the door located on the west elevation of the building. d. All roof -top equipment shall be screened. e. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. f. The applicant shall provide erosion and sediment perimeter control. g. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. h. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. i. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: TTyK of SloW Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. j. Inlet protection maybe needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. k. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 1. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. in. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. n. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. o. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). p. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. q. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN RIM Thomas A. Furlong, Mayor Todd Gerhardt, City Manager M AIWE0111090 lu Its 4 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. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_ by , the developer. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Markel Boulevard P. O. Box 147 Chanhassen. MN 55317 (952)227-1100 r CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" 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 Developer's 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 wan -anted 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. 7. Responsibility for Costs. T .y 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 attomeys' 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. Recordine. This Permit shall run with the land and may be recorded against the title to the property. 1. 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 7 r' 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 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 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. N 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 91 NOTARY PUBLIC Ift CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Kraus Anderson for Conditional Use Permit and Site Plan Review Approval for a 1,650 square -foot, one-story, stand-alone restaurant building in the Central Business District (CBD). On February 19, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kraus Anderson for a conditional use permit and site plan review for the property located at 7851 Market Boulevard, Lot 1 Block 1, Market Street Station. 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 Central Business District (CBD). 2. The property is guided by the Land Use Plan for Commercial use. 3. The legal description of the property is: Lot 1, Block 1, Market Street Station. 4. Conditional Use Findings a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or city. Finding: The site is part of the Market Street Station development, and was conceptually approved in 2003. The plan complies with Chanhassen City Code and will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood. b. Will be consistent with the objectives of the City's Comprehensive Plan and this chapter. Finding: The proposed use is consistent with the City's Comprehensive Plan and complies with Chanhassen City Code. os -aa SCANNED F c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The site meets the zoning district requirements and the design standards of the Market Street Station development. The building will be constructed of the same building materials and will be architecturally compatible with the development. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The surrounding uses are zoned for commercial use. The site was conceptually approved with the Market Street Station development in 2003. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The site is currently serviced by municipal services, which are adequate for the proposed development. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The site is currently serviced by adequate municipal services and shall compliment the commercial uses in the area. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The use is consistent with the standards of the Central Business District as well as the Market Street Station development standards and will not be detrimental to the surrounding area. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: Access to the site and all parking requirements were implemented during construction of Phase I of Market Street Station at which time the overall vehicular circulation was evaluated and approved. 2 i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: The site is consistent with the design standards for Market Street Station. There is adequate separation provided from the nearest use. j. Will be aesthetically compatible with the area. Finding: The proposed use and architectural design compliments the surrounding architecture and will be compatible with the development and surrounding area. k. Will not depreciate surrounding property values. Finding: The use will not depreciate surrounding property values and shall enhance the economic activity of the area. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The use is consistent with the Central Business District and other zoning requirements. 5. Site Plan Findings: a. The proposed development 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; Finding: The site is consistent with the City's development guides and comprehensive plan. The site is part of the Market Street Station development approved in 2003. b. The proposed development is consistent with the site plan review requirements; Finding: The site is consistent with the site plan review requirements. c. The proposed development 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; Finding: Three trees are proposed to be removed along Market Boulevard to improve visibility and are to be replaced on the subject site. The site was rough graded during previous construction within the development. There will be minimal disturbance to the surrounding area. r d. The proposed development 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; Finding: The site was approved conceptually in 2003 with Phase I of Market Street Station. The design standards and building materials reflect that of the existing building in the development. e. The proposed development 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; Finding: Market Street Station was approved in 2003, at which time the buildings and parking layout were developed creating a sense of order throughout the development. 2) The amount and location of open space and landscaping; Finding: The site will be landscaped, including the landscaping islands in the parking lot. An outdoor dining and seating area is located to the east of the building 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 Finding: The site was approved conceptually in 2003 with Phase I of Market Street Station. The design standards and building materials reflect that of the existing building in the development. 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. Finding: The site includes sidewalks which connect with existing internal sidewalks, as well as the public sidewalk along Market Boulevard. Traffic circulation was evaluated and approved as part of the overall development plan review. 5) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light 1I I and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Sanitary sewer and water service stubs to service the site were installed with Phase I of the Market Street Station development. The site is part of Markel Street Station and is consistent with all design standards. 6. The planning report, Planning Case #08-02 dated February 19, 2008, prepared by Angie Auseth, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve Planning Case #08-02 for a conditional use permit and site plan review. 11: ADOPTED by the Chanhassen Planning Commission this 19'h day of February, COMMISSION City Council Meeting - March 10, 2008 because we were sensitive to the fact that yes, everyone in that area is now going to go out at some angle and that they would see this tower up in the air. And they did bring forward a number of ways to paint it or to try to at least minimize the visual impact. I understand that it's still there but we did try to take all that into account. We looked at a number of different items but again by the second time it came through, I really felt that the commission's hands were tied. We couldn't do anything about it at that point. Councilman Litsey: The other thing too, if my memory serves me right and I think it was Mayor Furlong who brought this suggestion up was that if the tower wasn't used for a period of a year or so, that it had to be removed. Not that that helps you immediately but I know there was some talk about that technology maybe being obsolete within 5 years and if that's the case, and if in fact it's not used, then at least that was what memorialized in that approval that they're going to have to take it down so it doesn't sit there for another 20 years, just for no reason. And I thought that was a great amendment at the time and probably will come into play. Not immediately but hopefully down the road. Mayor Furlong: Okay, thank you. Anyone else for visitor presentations this evening? Okay. Let's move on with our next items. JIMMY JOHN'S, 7851 MARKET BOULEVARD, APPLICANT, KRAUS-ANDERSON, INC.,LLC: REOUEST FOR SITE PLAN APPROVAL WITH VARIANCES FOR A 1,650 SQUARE FOOT ONE-STORY RESTAURANT BUILDING: AND A CONDITIONAL USE PERMIT TO ALLOW A FREE STANDING, FAST FOOD RESTAURANT IN THE CENTRAL BUSINESS DISTRICT (CBD) LOCATED ON LOT 1, BLOCK 1, MARKET STREET STATION. Kate Aanenson: Thank you. This item appeared before the Planning Commission on their February 19`h meeting. The Planning Commission unanimously recommended approval. The site itself for the Jimmy John's is part of the Market Street Station project, which was approved in 2003. Located just south of West 78th Street. The request is for a conditional use for the restaurant. When we approved the original site for Market Street Station we looked at a restaurant pad here and an additional restaurant attached to the Dinner Theater itself. At that time this was originally approved for 2 sites. The project that's being requested tonight is just for one use itself, and the other factor on that is, that this does require a conditional use. As you recall one of the issues that we talked about with the code updates is that a free standing restaurant in the central business district probably doesn't need to be a conditional use. At this point that's how the code reads so we are getting a conditional use that's one, I just want to circle back to that point. That's one of the things that we would be changing. A free standing. It's not a drive through. That we wouldn't make that a conditional use. The architecture itself would be similar to what's at Market Street Station and it does meet all the requirements of the district itself regarding the pre -cast stucco and the like. It will have an entrance facing, I'll just show the elevation. It does meet the requirements for fenestration. We added additional, the applicant added an additional window. The front itself faces, this is the back side of the hotel. This is the existing dumpster. So the back side, the patio side is actually to the interior. There will be a door here but that's the control point coming in would be this so that'd be exit only so there's sidewalks. The Planning Commission did discuss access and sidewalks that is shown more 9 SCANNED City Council Meeting - March 10, 2008 clearly on here. On the site plan itself. Parking was one issue that was raised by some of the property owners in Market Street Station itself. How the parking's allocated. There is sufficient parking. Everybody likes to park towards the front and Market Street Station they were concerned that the restaurant, how that would impact the, the managers of Market Street Station have addressed that and if you have questions on that, I'll let them talk about that themselves. But other than that, it does meet all the requirements of the zoning district. The one that's still unresolved is the trash dumpster. They're showing it here. Our recommendation was to try to work with the redevelopment of the hotel itself. They're working through, re -siding their building. If they can combine together, it makes more sense. We certainly want the trash on the back side as you're kind of behind the hotel itself right there for quiet. But with that we are recommending approval, or the Planning Commission did and the conditions are outlined in the staff report and I'd be happy to answer any questions you had. Mayor Furlong: Thank you. Questions for staff. The materials. If you put up, are they identical to Market Street, or is it going to look like this is the same materials? Same architecture? Same style? Kate Aanenson: Correct. Same style. Mayor Furlong: So it's a mini twin effectively. Kate Aanenson: That's correct. Mayor Furlong: Okay. And then if you could put up the picture of the site plan again. Help us understand the flow a little bit there. I know this was something they were talking about. You had the color of the green one. Well maybe we'll get back to this one in a minute. The green and purple. So the main parking area for this would likely be to the. Kate Aanenson: In this area here. Mayor Furlong: Okay. Kate Aanenson: And the convenience is, there's a lot of parking for Market Street. The bank that's on this end. Because if you, and let's switch back here. And this is something that we recommended and I believe the management company agreed to too. If you look at the parking up in here, there is plenty of parking. It's just a little bit more coming and walking around, so we talked about putting a break through there and that'd be happening yet this spring or summer, so it's just an easier walk from the upper to the lower without having to go all the way around, because there is adequate parking. Mayor Furlong: And there is elevation change there, right? Across that island? Kate Aanenson: Correct. Correct. And just the convenience so the people that walk in that, that want to go in here, could be on this end and that was their concern is are they going to be pinched for some of that when there's the lunch hour rush, so there is adequate on this side so they're working to have assigned parking and then make that cut to make it an easier access. 10 City Council Meeting - March 10, 2008 Mayor Furlong: But this is all the same, it's all the same property owner and. Kate Aanenson: Kraus Anderson has the underlying parking access, right. Mayor Furlong: Alright. Okay. Other questions. Councilman McDonald: Excuse me, yes. There were two other issues that came up during that, and I'm not sure if you're the one to answer that or if it's the applicant themselves. We talked about the south side parking and the problem with that was again getting through the building because of the way it's designed. Had anything been resolved on that? I know there were, or is that something better left... Kate Aanenson: Yep, I think they can answer that question. Councilman McDonald: Okay. Then the other issue that was brought up was that intersection because now as you go out, you're directly across from the entrance into the Cub and I know the question was brought up about have we created a traffic problem there because the restaurant will have more people coming in and out. Kate Aanenson: And that would be, I don't know if I could have the City Engineer maybe comment. The most difficult move's going to be the left turn coming out and going south, and when you've got to cross the northerly traffic. I believe Alyson addressed that a little bit in her comments but I don't know if you wanted to comment on that Paul. Paul Oehme: Yeah, I mean from the trips that are being generated here, we don't feel that it's going to be a substantial increase from the current traffic flow at that intersection. We are monitoring it. We plan to do additional traffic studies this summer as well to keep on it. To look at it and see if it warrants additional improvements, additional tum lanes, those type of things in the future but from what we were seeing from the data, we have received, we don't see any justification for modification of that intersection at this time. Councilman McDonald: Okay, thank you. Mayor Furlong: Couple other questions. You had mentioned the trash, and I see it's, I think it's condition number 2 asking that they continue to pursue an option of sharing the trash with the hotel. If they don't, what's our screening there or what's the view that we're going to see from Market Street? Do you have an elevation view of the back? Kate Aanenson: Yeah, one of the things that we. Mayor Furlong: That is the back of the building right? Kate Aanenson: Yeah. We did recommend that they provide that additional landscaping. We do have this, this would be the view perspective here so. They have like a wing wall and the enclosure. We put landscaping around that but coming down. 11 City Council Meeting - March 10, 2008 Mayor Furlong: Would that be looking south at it or is that? Kate Aanenson: Yeah, it's going to be in front, right. It'll actually be in front of the back door, which is over here. Mayor Furlong: Okay, can you slide it? Kate Aanenson: Sorry. Mayor Furlong: So that's what you're going to see was the main. Kate Aanenson: Right. So the view that, or the goal then would be to provide additional landscaping in front of that. You have to be able to roll this out to get it out there so, we're pretty confident that this will work together and that makes more sense but it's rolling it back and forth. Sometimes they get left out and the same sort of thing, it's a good distance to roll so that's our first choice. And they've made good contact on that. These folks are in the middle of remodeling and they're in early negotiations so we're hoping by the time we get to that point in construction, we can make that happen but that was a concern. That visibility from that side looking at it. That we landscape that so we're not looking right into the doors of the, so it should be architecturally compatible with the wing walls and all that. Mayor Furlong: Okay. And then the other question I have on the conditions is condition number 8, which I'm trying to understand the significance of this... energy dissipation relating to the discharge probably to the outlets? Is that something that's pertinent here? Kate Aanenson: I'll let the City Engineer see if he wants to comment on that. Oh, this is going down to the pond? That's actually. Mayor Furlong: But the pond is where? The pond is, is the pond back across from the Haskell piece? Kate Aanenson: Yeah, or the one. Then it eventually goes over to the one behind Cub is where it goes, correct. I think the bottom line is the reinforced erosion control may be required. Mayor Furlong: But on this particular site or? Kate Aanenson: No, when it gets to the, yeah, they're still responsible for adding additional hard cover so, and so they're still responsible for the, at the end of the pipe. What comes out there. They're adding additional hard cover. Mayor Furlong: Okay. So this is an appropriate condition? Paul Oehme: I believe it is. I mean I think it's an existing condition too and this is just manifesting the issue. 12 City Council Meeting - March 10, 2008 Mayor Furlong: To the entire? Paul Oehme: To the entire development, right. Mayor Furlong: Development. So we're maintaining that for, because it's the entire development. Alright. Thank you. And then with regard to condition number 18, which was added in by the Planning Commission trying to address that parking issue. There was discussion about trying to create a walkway from the south side through the building to the atrium. Are we pretty much just focusing on that island up by the northern part of the parking? Kate Aanenson: Well there's two issues, yeah. And Councilman McDonald brought up the other one and that was the access to the building. The main access is at this point, which is why a lot of people like to park on this area because there is some other cut through opportunities and people are less comfortable with it. So the recommendation to the Kraus Anderson management was to sign that better. Make it more comfortable for people to access other parts of the building to get to that upper level, and that seemed to be some of the people that had office buildings that want to have that comfort level of going to that second floor without having to come through the back side. So that's the issue that they've addressed through, working through a parking management plan. Mayor Furlong: Okay. But as far as working with the staff, that's more the issue of the exterior parking lot on the outside. Alright, thank you. Any other questions? Councilwoman Ernst: Yeah, I just want to be clear on Councilman McDonald's question. When we're talking about the proposed sidewalk connection, pedestrian, is that, are we talking about the same issue there or is that something different? Kate Aanenson: There's two issues. Councilwoman Ernst: For the safety concern. Kate Aanenson: The one was coming down to the upper lot. Councilwoman Ernst: Yep. Kate Aanenson: Because this is the main entrance coming to the building on the back side. There is other entrances on this side but you're kind of going through another business, so trying to cue that so it's a more comfortable space and people feel like they can go through there without disrupting something else. So it's just for the management to make that a more friendly or you know identifying that space as the opportunity to come through. And just shifting some of the employee parking to those other areas so that they're no parking in the pack. Councilwoman Ernst: Okay, so we've addressed that concern? Kate Aanenson: Correct. 13 City Council Meeting - March 10, 2008 Councilwoman Ernst: Thank you. Mayor Furlong: Okay. Any other questions for staff at this time? If not, is the applicant here? Like to address the council. Cindy McDonald: Good evening council members. Yes, that is one thing that we are looking at. Mayor Furlong: I'm sorry, if you could just for the record identify yourself. Cindy McDonald: Cindy McDonald, Kraus Anderson Realty. Mayor Furlong: Thank you Cindy. Cindy McDonald: We are looking at putting in steps between the upper parking and the lower parking with that landscape and fence in that area right now, which will alleviate some of the people that are parking in that far comer, coming into the main entrance of the building. And we also have a variety of retailers on that southeast corner that have access from the front of the building to the back of the building, and they welcome customers coming through their space. They want that activity and they want that thoroughfare from the front to the back of the building. Mayor Furlong: Alright. And then anything else in terms of the other questions we asked about in terms of the location of the, the back side of the building which is really facing the street and the location of the trash collection. Kate Aanenson: Somebody from Jimmy John's can probably answer that. Jack Appert: Mr. Mayor, members of the council. I'm Jack Appert with Kraus Anderson. As far as the trash enclosure, we, or I have talked with... Sand who just bought the Country Inn and Suites and he seemed very receptive to working together. He's going to tear down his existing trash enclosure and build a new one and we will work something out so we can both use that and then that will be stricken from the plan. The one we have on there so, but that won't happen probably until the construction phase. Mayor Furlong: Okay. Alright. Very good. Anything else or any other questions for the applicant? Mr. McDonald. Councilman McDonald: Yes, I have a question concerning the south side. Again this became a very big issue and I've heard you say there are retailers there who are willing to let people come through. The reason it wasn't working on the east side was everyone felt very uncomfortable about walking through CJ's. How have things changed on the south side? Are you going to mark a common entrance so that people know to park in that lot and then walk through to get up to these businesses? 14 City Council Meeting - March 10, 2008 Cindy McDonald: We've been working with our signage company to help us come up with some type of signage that will further demonstrate that there is that access there. And besides CJ's too there is also Inside Out which is a little closer to go all the way to the back. Councilman McDonald: Okay. The only questions I have Mayor Furlong: Very good. Any other questions? Okay, very good. Thank you. There was a public hearing at the planning commission so I don't know if anybody here has a particular comment. I don't think there were too many changes between what was at the Planning Commission and here so. Unless there's anybody that wanted to talk about this, we'll bring it to council for discussion, thoughts and comments. Councilman Litsey. Councilman Litsey: No, everything seems to be covered well. Staff did a good job presenting the report and addressing the concerns that had come up and I'm comfortable. I mean it's going to add to the traffic congestion there and pedestrian traffic but it's you know an appropriate use for that area and something's going to go in there. I think this is fine so I'm fine with how it's been presented and how it's been addressed and how we're going to move forward. Mayor Furlong: Very good. Thank you. Councilwoman Ernst. Councilwoman Ernst: I agree. I think that any of the questions that I had have certainly been addressed here and I think it's going to be a nice addition to the city. Mayor Furlong: Thank you. Councilman McDonald. Deja vu all over again Councilman McDonald: Well I probably said most everything I said at the Planning Commission. I welcome the addition of this. I think that it is good for downtown because again it adds another point for people to come to. Another variety that I think we can add to the city itself so from that standpoint I was always in favor of it. The questions I had, it sounds as though Kraus Anderson has begun to address those because again I am concerned about the residents of your building and that this would impact their business. Again the chiropractor, the attorneys that deal with the elderly and everything. They do want to have convenience so that people can get into the building so I think you've done a good job there as far as resolving some of that. I hope you will continue to push in those directions because we really do need this to be a successful piece of downtown Chanhassen. So from that standpoint, I am still in favor of it. I was in favor of it when I voted for it. You've kind of eased my reservations about any of it so I appreciate that. Thank you. Mayor Furlong: Okay, thank you. This is one that makes sense. I think that the staff and the applicant have worked well together clearly in terms of making this look as if, even though it's going to be built here now a few years after the original main building and one of my thoughts and concerns was that it would look the same as if it wasn't built at different times and it sounds like that's the case. It's going to be, continue the good look in our downtown. It brings another restaurant to our downtown. We're always appreciative of that and I always appreciate when issues are raised at the Planning Commission and then between the time it gets here, the property owner and the staff are already working to address those issues so by the time they get here we 15 City Council Meeting - March 10, 2008 have more information that's already in the works so thank you to everyone involved with that. Unless there's any other discussion, is there, the motion in the staff report begins on page, if somebody's there, I think it's page 9. If somebody would like to make the motion. Page 9 with the conditions and Findings of Fact. Councilman Litsey: I can make the motion to approve the conditional use permit and site plan, Planning Case #08-02 for a 1,650 square foot one story, stand alone restaurant building, plans prepared by Pope Architects dated January 25, 2008, subject to the following conditions I through 18. And also adopt the attached Findings of Fact and recommendation. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: I second. Mayor Furlong: Thank you. Any discussion on that motion? Councilman Litsey moved, Councilman McDonald seconded that the City Council approve the Conditional Use Permit and Site Plan — Planning Case #08-02 for a 1,650 square -foot, one-story, stand-alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to the following conditions: 1. The south elevation shall be revised to meet the 50 percent fagade transparency requirement. 2. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. 3. The applicant shall install self -latching hardware on the door located on the west elevation of the building. 4. All roof -top equipment shall be screened. 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. 6. The applicant shall provide erosion and sediment perimeter control. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50 -75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. 16 City Council Meeting - March 10, 2008 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer work with city staff to make any traffic and parking mitigation possible under the circumstances. All voted in favor and the motion carried unanimously with a vote of 4 to 0. 17 June 10, 2008 Kate Aanenson Community Development Director - City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 RE: Kraus Anderson Inc, LLC Retail Shell Building - for Jimmy John's Restaurant Tenant Summary of Design Revisions Market Street Station Chanhassen, MN Dear Kate, On behalf of the applicant Kraus Anderson Inc, LLC, we are submitting a summary of the design revisions proposed for the above-mentioned project. Revised elevation renderings are attached. 1. Deletion of the Attached Trash Enclosure as per final approval of shared use agreement with the adjacent building owner- Chanhassen Lodging LLC - Country Suite by Carlson - Chanhassen 2. Substitution of Sculpted Masonry Veneer at building base- in lieu of Precast Concrete. Material to be Anchor Block Company "Bravissi - color "Limestone". 3. Addition of a hip roof element located above the parapet at the building corner - and elimination of larger pyramidal corner element at entrance. 4. Elimination of larger wall surface s of the Synthetic Stone - and providing the Synthetic Stone only at the wall surface below the window locations. 5. The building is maintaining the same overall wall height (19'-o") and outside wall dimensions as the permit/submittal documents. 6. The building is also maintaining the window location and quantity that was required to satisfy the percentage wall area requirements. Kate, if you have any questions regarding these items or any of the attached exhibits, please contact me at (651) 789-1574 or via e-mail at sdoughty@popearch.com Sincerely, POPE ASSOCIATES INC. Steven R. Doughty, 41A Principal Enclosures cc. Mike Korsh, lake Appert- Kraus Anderson Realty Company Pat Sims, John 11uenink -Kraus Anderson Construction Company Midwest Pope Associates Inc - File G:\41300\07131\City Submittal\City Design Revisions letter o6ioos.doc Pope Associates Inc. 1255 Energy Park Drive I St. Paul, MN 551os-5118 Main (650 6429200 1 Fax (651)642-1101 www.popearch.com HWF F�b rte y/ Flp[� fN"i -� 0S/Z ee . .la../ 6// Fis 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. 5/5/08 08-02 ATTENTION Sue Nelson RE: Document Recording M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 3/10/08 08-02 Site Plan Permit 08-02(Jimmy John's Restaurant ❑ FORBIDS DUE For Recording ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Jack Appert, Kraus -Anderson, Incorporate SIGNED: copies for approval copies for distribution corrected prints Kim Meuwissen, (952) 227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CONDITIONAL USE PERMIT AND SITE PLAN PERMIT #08-02 SPECIAL PROVISIONS AGREEMENT dated March 10, 2008, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Kraus -Andersons (the "Developer"). Incorporated, 1. Request for Site Plan Approval. The Developer has asked the City to approve a Conditional Use Permit and Site Plan for a 1,650 square -foot, one-story, stand-alone restaurant building (referred to in this Permit as the "project'). The land is legally described as Lot 1, Block 1, Market Street Station, according to the plat thereof now on file and of record in the Office of the County Recorder, Carver County, Minnesota, EXCEPT: That part of Lot 1, Block 1, Market Street Station, according to the recorded plat thereof on file or of record in the County Recorder's office in and for Carver County, Minnesota, lying easterly, southerly, easterly and northerly of the following described line: Commencing at the most southeasterly comer of Lot 1, Block 1, Market Street Station; thence North 00 degrees 08 minutes 32 seconds East, assumed bearing, along the most easterly line of said Lot 1 a distance of 147.78 feet; thence South 89 degrees 53 minutes 01 seconds West a distance of 102.49 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 281.41 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 0.61 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 1.14 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 4.10 feet to the point of beginning of the line to be described; thence South 00 degrees 03 minutes 20 seconds East a distance of 1.79 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.62 feet; thence South 00 degrees 03 minutes 20 seconds East a distance of 209.97 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.10 feet more or less to the intersection of the east line of said Lot 1 and said line there terminating. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enter into this Permit and famish 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 by Pope Architects, dated 01/18/08. Plan B: Grading, Drainage, Erosion Control, Utility, Geometric, and Paving Plan prepared by BKBM Engineers, dated 01/18/08. Plan C: Landscaping Plan prepared by Lan -De -Con, Inc, dated 01/18/08. Plan D: Elevations prepared by Pope Architects, stamped Received 02/15/08. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 31, 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 famish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $5,360.00 (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. PROCEDURESFOR 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. Jack Appert C/o Kraus-Anderso%Incorporated 4210 West Old Shakopee Road Bloomington, MN 55437 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 1,650 square -foot stand-alone restaurant subject to the following conditions: 2 a. The south elevation shall be revised to meet the 50 percent fagade transparency requirement. b. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. c. The applicant shall install self -latching hardware on the door located on the west elevation of the building. d. All roof -top equipment shall be screened. e. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. f. The applicant shall provide erosion and sediment perimeter control. g. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50-75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. h. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. i. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tpe of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. j. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. k. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 1. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. in. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. n. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. o. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). p. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. q. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns. 8. General Conditions. The general conditions of this Permit are attached as Exhibit 'B" and incorporated herein. CITY OF C SSEN BY: L A. Furlong, Mayor Gerhardt, City Manager DF OPER: Kraus -And son, Incorporated BY: n Its �il L IO , STATE OF MINNESOTA ) (SS COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this: day of2001, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City ofC nhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTV TUELI d KAREN J. ENG60"ELHARDT �.�Y Publia-Minnesota STATE OF MINNESOTA ) "'j0on"�OeJan3, 20,0 (ss. COUNTYOF HENNEPIN 1 The foregoing instrument was acknowledged before me this 16thday of April 2008by Daniel Engelsma, President of the developer. raus- n erson, incorporated, C;pnQL , -,/, . NOTARY PUBLIC --------------- e-0-0-101107000sommod4d, MARY E.DOUGHMAN NOTARY PUBLIC - MINNESOTA My Cmi nisvM Expires Jan. 31, 2010 --------------- DRAFIED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "B" 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 Developer's 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 contractors) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. I 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 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. 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. Recordin¢. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each tight, 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 W 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 am. 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 Re ations. 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. 10. Certificate of Compliance and Release. Upon written request from Developer, the City shall issue to Developer a signed certificate acknowledging compliance with the terms and conditions of this instrument as of the date of such certificate, if such be the case. 8 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT 50 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 thisga day of , 2002-� STATE OF MINNESOTA ) ( SS. COUNTY OF o { The foregoing instrument v 2009, by Con /1 I .Q M, DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 )6L SHARON M ANDRIE Notary Public—Minnesota Conm% Exoires Jan. 31.20 s+ n acknowledged before me this o� l day of H lqr ; l S m. NOTARY PUBLIC ClTYOF 77W Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax 952227 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: 952227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phu: 952.227.1125 Fax 952227.1110 Web site www.ci.chanhassen.mn.us 100 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Angie Auseth, Planner I DATE: March 10, 2008 , SUBJ: Jimmy John's Site Plan Review Request — 7851 Market Blvd. Lot 1, Block 1, Market Street Station Planning Case #08-02 EXECUTIVE SUMMARY The applicant is requesting a conditional use permit and site plan approval for a 1,650 square -foot, one-story, stand-alone fast food restaurant. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on February 19, 2008. The Planning Commission voted unanimously to approve the motion recommending approval of the conditional use permit and site plan review. The Planning Commission discussed concerns from some Market Street Station tenants regarding the parking availability throughout the development. The main entrance to the existing building, which leads to the second floor offices, is located on the north side of the building. However, the majority of the parking is located on the south side of the development. There is not a common entrance on the south side of the building that leads to the business on the north side and second floor. The tenants are concerned that the parking stalls on the north side of the development will be used by the restaurant patrons and that their patrons will not have adequate parking to access their businesses. The property manager discussed allocating parking spaces for each tenant to provide adequate parking for each tenant. She also added that two of the tenant spaces, one on the south elevation and one on the east elevation, have access to the atrium. However, it was pointed out that customers do not feel comfortable walking through a business to get to the atrium without stopping to make a purchase. A second suggestion to alleviate the access issues from the south parking lot to the atrium was to create a secondary entrance on the south elevation of the main building that would lead directly to the atrium area for tenant access on the north side and second story of the building. This would make the southerly parking stalls more convenient. SCAM= 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. Todd Gerhardt Jimmy John's March 10, 2008 Page 2 The Planning Commission suggested adding an 18th condition directing the developer to work with staff to mitigate traffic and parking concerns. The proposed sidewalk connection between the building pad and the overall development was also noted during the discussion. Planning Commission's concern was the safety of pedestrian circulation from the restaurant through the parking lot to the connecting sidewalks and buildings in Market Street Station. The proposed sidewalk is located on the west, south, and east elevations of the restaurant and connects to the existing sidewalks throughout the development as well as Market Boulevard. The Planning Commission minutes for February 19, 2008 are item la of the March 10, 2008 City Council packet. RECOMMENDATION Staff and the Planning Commission recommend adoption of the amended motion as specified on pages 9 and 10 in the staff report dated February 19, 2008 approving the conditional use permit and site plan review. ATTACHMENTS 1. Planning Commission Staff Report Dated February 18, 2008. gAplan\2007 planning cases\07-22 scherle varianceNexecutive summary.dw U a P64 a STAFF REPORT PROPOSAL: Request for Site Plan Review Wises for a 1,650 square -foot one-story restaurant building; and a Conditional Use Permit to allow a free-standing fast-food restaurant in the Central Business District (CBD). LOCATION: 7851 Market Boulevard, Lot 1, Block 1, Market Street Station APPLICANT: Jimmy John's c/o Kraus Anderson Inc. LLC 4210 West Old Shakopee Road Bloomington, MN 55437 PRESENT ZONING: Central Business District (CBD) 2020 LAND USE PLAN: Commercial ACREAGE: 0.14 of 5.26 SUMMARY OF REQUEST: The developer is proposing a 1,650 square -foot, one-story, stand- alone restaurant building located in the Market Street Station development. Notice of this public hearing has been mailed to all property owners within 500 feet. 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. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial decision. Jimmy John's February 19, 2008 Page 2 of 11 PROPOSAL/SUMMARY The developer is requesting a Conditional Use Permit and Site Plan Review for a 1,650 square - foot, one-story, free-standing fast-food restaurant building. The building height is 19 feet to top of parapet. The building is constructed of pre -cast concrete, stucco and cultured stone, to match the existing building in Market Street Station. The proposal is for a single tenant user. A Conditional Use Permit (CUP) is required by City Code for all free-standing restaurants located within the Central Business District (CBD). The property to the north is Country Suites Hotel, which is zoned Central Business District. The property to the west, across Market Boulevard, is Market Square, which is zoned Planned Unit Development. The building to the south is part of Market Street Station and is zoned Central Business District. The property to the east is a vacant building site and the Chanhassen Cinema, which is zoned Central Business District. Water and sewer service was provided to the site as part of the Market Street Station Development in 2003. The applicant will need to provide storm water improvements for the specific building pad. The proposed site complies with the Chanhassen City Code. Staff is recommending approval of the conditional use permit and site plan review with conditions. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Chapter 20, Article XVIII, Central Business District Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office-hrstitutional Developments BACKGROUND On October 13, 2003 the Chanhassen City Council approved Rezoning #2003-03 from General Business District (BG) to Central Business District (CBD), Site Plan #2003-09 for Market Street Station, and Conditional Use Permit # 2003-05 for multiple buildings on a single lot. Market Street Station was approved as a multi -phase project. Phase I was constructed in 2004, it consisted of a two-story main building approximately 45,000 gross square feet containing a bank and commercial/retail tenants on the first floor and office space on the second floor. This building is the centerpiece of the development and occupies a prominent location on the site. The bank occupies the west end of the building; it has four covered drive-thru lanes, one of which contains an ATM machine. Jimmy John's February 19, 2008 Page 3 of 11 The subject site is Phase H of the development: a 1,650 square -foot stand-alone restaurant with an outdoor patio area for seating and dining. This building is located immediately north of the main building and across the private street that enters off of Market Boulevard. The site is accessed via a shared driveway adjacent to Market Boulevard as well as shared parking within Market Street Station. The parking for Market Street Station was installed with the construction of the existing building during phase I. During the site plan review for Market Street Station, the parking requirements included a free-standing restaurant on the subject site. Market Street Station has a joint access agreement with the City to cross the City's right- of-way into the development. Phase III is proposed to include an additional building pad to the east of the Phase I building connected to the Chanhassen Cinema. CONDITIONAL USE City Code requires any stand-alone fast-food restaurant located in the Central Business District to receive a conditional use permit. Conditional uses allow the City to impose appropriate conditions to mitigate potential negative impacts of a use. The conditional use requirement for fast food restaurants is generally based on regulating the use of a drive-thru window in connection with the use. The applicant is not proposing a drive-thru for this building, nor will one exist in the future; therefore, staff supports the stand-alone fast-food restaurant in the CBD. GENERAL SITE PLAN/ ARCHITECTURE ARCHITECTURAL COMPLIANCE — W Fac . woo FRAM UN A5'4NL7 5W A95 -EMEIOgt WLL 6fi! TO _ Jimmy John's February 19, 2008 Page 4 of 11 Size Portion Placement The City Code promotes location of the building nearest to the setback lines outlined in the district regulations. This district does not have a minimum setback requirement. The principle structure is set back 16 feet 2 inches to the west property line and 10 feet from the north property line. All other elevations are internal to the development. The City Code requires parking areas to be distributed around buildings. The building is situated so that the parking area is adjacent to the main entrance of the building. The building screens the parking lot from direct views along Market Boulevard. The main entrance to the building is located on the east side of the building and is enhanced by a projecting entrance and a hip roof element. This entrance is the closest access point to the parking lot. There is a second entrance on the west side of the building, which is nearest the restrooms and mechanical room. To enhance building safety, staff and the applicant have discussed installing self -latching hardware on the door. This door will serve as an exit only door, as well as a service door for the A& employees. uwN06..X011ME �W"T� Material and Detail The restaurant is r �.9w � coo"" 6 enKco °� iQD b O • "�' architecturally i CltNb 11TE WW. RYDLIY P�TIEIN compatible with the overall design and layout the development. , of The building materials consist of pre- cast concrete, stucco, cultured stone, a raised parapet, clear double -pane insulated windows, canvas opaque awnings over all windows and entrances, gooseneck lighting and landscaping throughout the site. The main entrance to the building is enhanced through the use of a projecting entrance as well as a hip roof with black asphalt singles. The design and building materials architecturally mimic the existing design of the development. Height and Roof Design The single -story building is 14 feet 6 inches high. The roof articulation is provided through the parapet wall and the hip roof at the main entrance. The hip roof design is in direct conformance with the intent of the Market Street Station Development. As outlined in the original site plan review; the roojlines of the buildings are, perhaps, the most important architectural feature of the project as they provide significant visual interest to the project by providing a variety of roof forms. The hip roof continues this architectural interest. Jimmy John's February 19, 2008 Page 5 of 11 The mechanical equipment is located in the center of the roof and is screened through the use of a 5 -foot parapet wall surrounding the building. Facade Transparency City Code requires a minimum of 50 percent of the first floor elevation that is viewed by the public to include transparent windows and/or doors. The east and west elevations exceed this requirement. The applicant has egreed4e-converted one of the sections of cultured stone on the south elevation into a window. The addition of the fourth window on the south elevation will exceeds the transparency requirements. The north elevation, which is not visible by the public, shall include landscaping material and architectural detailing. Site Furnishing The applicant is proposing an outdoor dining patio on the east side of the building, located between the entrance of the building and the parking lot. There is a continuous sidewalk around the west, south and east elevations of the building, which will provide a connection with the existing internal sidewalks as well as to the public sidewalk along Market Boulevard. Market Street Station also offers existing bike racks for cyclists. Loading Areas, Refuse Area, etc. During the initial discussions staff had with the applicant regarding the site, staff directed the applicant to investigate the possibility of a joint agreement with Country Suites Hotel to share access to their trash enclosure, located just north of the subject site. The applicant is continuing to pursue this option. However, should this option fail, the applicant will locate the trash enclosure on the west side of the building. The enclosure will be set back 6 feet 2 inches from the west property line and 10 feet from the north property line. The enclosure will be constructed of the same building material as the principle structure. There is a sidewalk connection from the trash enclosure to the west end of the property for trash service accessibility. Landscaping The landscaping for the proposed development includes foundation and replacement plantings. The landscape requirements for parking lots and bufferyards have been met with the previous approval and implementation of the Market Street Station development plans. The foundation plantings include trees at the property edges and shrub beds facing the drive lanes and parking area. The applicant is proposing to save the existing trees on the site. These trees will need to be protected during construction and replaced if damaged or killed. The species noted in the planting schedule are acceptable. Three Colorado Spruce trees will be removed at the northeast comer of Market Boulevard and the entrance drive. These trees will be removed and replaced by the applicant. The proposed plantings include three 4 -inch Autumn Blaze maples and three 2 -inch Red Jewel crabapples. Jimmy John's February 19, 2008 Page 6 of 11 The replacement trees will provide better sight lines for traffic while retaining canopy coverage for the site. Lot Frontage and Parking Location The access, parking and utilities for the proposed restaurant were installed with the Market Street Station development. The main access will be via Market Street just the west of the site. There is also an existing joint drive aisle with the hotel to the north. The existing parking lot to the east will serve the site. A small portion of the parking lot adjacent to the site will be re -striped to accommodate one ADA parking stall. The parking requirements apply to the entire Market Street Station Development. Parking PHASE New/Expanded Uses Gross Floor Spaces/1000 Spaces Needed Area S.F. Day Night *Restaurant 3;000 s€ 10 day 30 4-5 (subject site) 1,650 sf 5 night 17 9 Restaurant w/bar 5,000 sf 10 day 50 100 1 story 20 night Bank/Retail (1'` floor) 21,665 sf 4 day 165 42 Office (2n, floor) 19,565 sf 1 night Cinema 1351 seats .02 day 27 270 .2 night Frontier Lower Level Fitness Center 11,000 sf 3 day 33 33 3 night Dance Studio 5,000 sf 1 day 5 15 3 night Office 4,000 sf 4 day 16 4 1 night Park & Ride (existing) 120 day 120 0 0 night Total Needed Phase I 446 47-9 433 473 Total Parking Provided 526 526 Note: Some of the square footage and parking counts are approximate Jimmy John's February 19, 2008 Page 7 of 11 GRADING/DRAINAGE Minimal grading is required for the proposed building pad. The area being disturbed is less than one acre. It appears that the site grading may generate excess material. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. Runoff from the site will be conveyed to the existing 12 -inch storm sewer stub on the south side of the building via a private storm sewer. The public storm sewer was designed to accommodate runoff from the entire site under fully developed conditions. Erosion Control The total disturbed area is less than one acre and there are no special waters. As a result, a NPDES Phase II Construction Site Storm Water Permit is not required from the Minnesota Pollution Control Agency (MPCA) for this site and it is not necessary to develop a Storm Water Pollution Prevention Plan (SWPPP) in conjunction with this application. Adequate perimeter controls were shown on the erosion control plan. The plan needs to call out a rock construction entrance. The City of Chanhassen requires a minimum length of 75 feet. Site constraints may be such that this length is not practicable. If it is not, it is incumbent upon the applicant to show why not and to maximize the driveway length within the site constraints. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In the event, adequate inlet protection details were included in the plan set. 1 tisll llft►`t t►`C!!S'/:\ 1111 The plan identifies a retaining wall on the north side of the site. The wall is necessary to prevent grading and/or excavation beyond the property line to the north. No excavation is to occur north of the property line during installation of the retaining wall. The wall will be privately owned and maintained. Jimmy John's February 19, 2008 Page 8 of 11 UTILITIES Six-inch sanitary sewer and water service stubs to service the site were installed with the Market Street Station development. The City Sewer and Water Hook -Up fees and the Metropolitan Council SAC fee must be paid with the building permit. These fees are based on the number of SAC units as determined by the Metropolitan Council. The current rates are $4,799/unit for City Water, $1,239/unit for City Sewer and $1,900/unit for the Metro SAC. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. WETLANDS No jurisdictional wetlands exist on the property. LAKES AND BLUFFS The proposed project is not within any shoreland district. There are no bluff zones located on the property- LIGHTING/SIGNAGE Ll tin The proposed lighting on the building are gooseneck lights, which mimic the lighting on the main building in the development. The lighting locations for the parking lot were installed during construction of Phase I, in the landscape islands. SianaQe Wall signs are permitted on two elevations of the building. The applicant is proposing one on the west elevation, along Market Boulevard, and one on the south elevation, along the private drive isle, as noted in the architectural plans. The wall signs shall be consistent with the City ordinance. Jimmy John's February 19, 2008 Page 9 of 11 Building Height Building Setback Parking stalls Parking Setback Lease Area Miscellaneous COMPLIANCE TABLE - CBD DISTRICT Ordinance Proposed Principle building None mid -point of hip roof is 23 ft. None 16 feet 2 inches to West property line. Per Parking Study 26 stalls None 100 feet to Market Blvd NA 6,240 sq ft The building is required to have an automatic fire extinguishing system. Plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. The proximity of the structure to the property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy related requirements will be reviewed when complete plans are submitted. The utility plans will be reviewed during the permit process. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOMMENDATION Staff and the Planning Commission recommends -that th City Council adopt the following motion and adoption of the attached findings of fact and recommendation: "The Chanhassen Rimming Gemmiss City Council FeeewAnends appreval a approve the Conditional Use Permit and Site Plan — Planning Case #08-02 for a 1,650 square -foot, one-story, stand-alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to the following conditions: 1. The south elevation shall be revised to meet the 50 percent facade transparency requirement. 2. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. 3. The applicant shall install self -latching hardware on the door located on the west elevation of the building. Jimmy John's February 19, 2008 Page 10 of 11 4. All roof -top equipment shall be screened. 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. 6. The applicant shall provide erosion and sediment perimeter control. 7. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50 -75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, stone sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Jimmy John's February 19, 2008 Page 11 of 11 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer shall work with staff to mitigate traffic and parking concerns. ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application. 3. Reduced Market Street Station Site Plan dated Received January 25, 2008. 4. Reduced Floor Plan dated Received January 25, 2008. 5. Reduced Elevations dated Received January 25, 2008. 6. Reduced Land Title Survey dated Received January 25, 2008. 7. Reduced Grading, Drainage and Erosion Plan dated Received January 25, 2008. 8. Reduced Civil Details dated Received January 25, 2008. 9. Reduced Landscape Plan dated Received January 25, 2008. 10. Access Easement agreement dated April 7, 2004. 11. Public hearing notice and property owners list. 9AplarA2008 planning ca\08-02 jimmyjohn's\sWfrreportAm CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Kraus Anderson for Conditional Use Permit and Site Plan Review Approval for a 1,650 square -foot, one-story, stand-alone restaurant building in the Central Business District (CBD). On February 19, 2008, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Kraus Anderson for a conditional use permit and site plan review for the property located at 7851 Market Boulevard, Lot I Block 1, Market Street Station. 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 Central Business District (CBD). 2. The property is guided by the Land Use Plan for Commercial use. 3. The legal description of the property is: Lot 1, Block 1, Market Street Station. 4. Conditional Use Findings a. Will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or city. Finding: The site is part of the Market Street Station development, and was conceptually approved in 2003. The plan complies with Chanhassen City Code and will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood. b. Will be consistent with the objectives of the City's Comprehensive Plan and this chapter. Finding: The proposed use is consistent with the City's Comprehensive Plan and complies with Chanhassen City Code. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. Finding: The site meets the zoning district requirements and the design standards of the Market Street Station development. The building will be constructed of the same building materials and will be architecturally compatible with the development. d. Will not be hazardous or disturbing to existing or planned neighboring uses. Finding: The surrounding uses are zoned for commercial use. The site was conceptually approved with the Market Street Station development in 2003. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. Finding: The site is currently serviced by municipal services, which are adequate for the proposed development. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. Finding: The site is currently serviced by adequate municipal services and shall compliment the commercial uses in the area. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. Finding: The use is consistent with the standards of the Central Business District as well as the Market Street Station development standards and will not be detrimental to the surrounding area. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. Finding: Access to the site and all parking requirements were implemented during construction of Phase I of Market Street Station at which time the overall vehicular circulation was evaluated and approved. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. Finding: The site is consistent with the design standards for Market Street Station. There is adequate separation provided from the nearest use. j. Will be aesthetically compatible with the area. Finding: The proposed use and architectural design compliments the surrounding architecture and will be compatible with the development and surrounding area. k. Will not depreciate surrounding property values. Finding: The use will not depreciate surrounding property values and shall enhance the economic activity of the area. 1. Will meet standards prescribed for certain uses as provided in this article. Finding: The use is consistent with the Central Business District and other zoning requirements. 5. Site Plan Findings: a. The proposed development 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; Finding: The site is consistent with the City's development guides and comprehensive plan. The site is part of the Market Street Station development approved in 2003. In. The proposed development is consistent with the site plan review requirements; Finding: The site is consistent with the site plan review requirements. c. The proposed development 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; Finding: Three trees are proposed to be removed along Market Boulevard to improve visibility and are to be replaced on the subject site. The site was rough graded during previous construction within the development. There will be minimal disturbance to the surrounding area. d. The proposed development 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; Finding: The site was approved conceptually in 2003 with Phase I of Market Street Station. The design standards and building materials reflect that of the existing building in the development. e. The proposed development 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; Finding: Market Street Station was approved in 2003, at which time the buildings and parking layout were developed creating a sense of order throughout the development. 2) The amount and location of open space and landscaping; Finding: The site will be landscaped, including the landscaping islands in the parking lot. An outdoor dining and seating area is located to the east of the building 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 Finding: The site was approved conceptually in 2003 with Phase I of Market Street Station. The design standards and building materials reflect that of the existing building in the development. 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. Finding: The site includes sidewalks which connect with existing internal sidewalks, as well as the public sidewalk along Market Boulevard. Traffic circulation was evaluated and approved as part of the overall development plan review. 5) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light 4 and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: Sanitary sewer and water service stubs to service the site were installed with Phase I of the Market Street Station development. The site is part of Market Street Station and is consistent with all design standards. 6. The planning report, Planning Case #08-02 dated February 19, 2008, prepared by Angie Auseth, et al, is incorporated herein. The Planning Commission recommends that the City Council approve Planning Case #08-02 for a conditional use permit and site plan review. M ADOPTED by the Chanhassen Planning Commission this 19th day of February, CHANHASSEN PLANNING COMMISSION M Its Chairman 5 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION rLIZAac rKln I Applicant Name and Address: Kraus Anderson LLC 4210 Old Shakopee Road Bloomington, MN 95437 Contact: Jack Appert Phone: 952-881-8166 Fax: 952-881-8114 Email: jappertukareahyxoni Planning Case No. () 9 -()I -- CITY OF CHANHASSEN RECEIVED JAN 18 2008 HANHASSEN PLANNING DEPT Owner Name and Address: Kraus Anderson LLC 4210 Old Shakopee Road Bloomineton, MN 55437 Contact: Jack Appert Phone: 952-881-8156 Fax: 952-881-8114 Email: jappert(i4karealty.com 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 X Site Plan Review (SPR)' 500+ z -o Subdivision' An additional fee of $3.00 per address within the public t prior to the public hearing. Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) P o Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment X Notification Sign $200 (City to install and remove) X E row for F' Fees/Attorney Cost" $5 CU SP ACNARNVAP/Metes 8 Bounds - $450 Minor SUB TOTAL FEE $ 970.00 C K� gb + A ego oyr(� anrinn nntifiratinn nraa will ha invnirarl to tha annlirant '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. sC;, N?IED PROJECT NAME: Retail Building Shell for Jimmy John's Restaurant Tenant LOCATION: 7851 Market Blvd. LEGAL DESCRIPTION: Lot 1, Block 1, Market Street Station VID: 25-4460010 TOTAL ACREAGE: 5 26 (Development) N W Corner WETLANDS PRESENT: YES X NO PRESENT ZONING: CBD REQUESTED ZONING: NA PRESENT LAND USE DESIGNATION: Retail/Restaurant REQUESTED LAND USE DESIGNATION: NA REASON FOR REQUEST: NA 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 Owners 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. Signature o Applicant Signature of Fee Owner Date I -I� -cb Date SCANNED G:1pLAMfonns0evelopment Review Application.DOC Rev. 12105 CITY OFCHASSE<`I RECEIVED TAIL BUILDING SHELL JAN 2 5 2008 CHANHASSENPLANNING DEP FOR JIMMY JOHN'S TENANT I I I I I I I ei SITE PLAN oa�N W CAMPUS PLAN 0 T CHANHASSEN, MINNESOTA =MIND -- ----- Mr- I l I ,•,r+`.. to �A r, M1�#, ' L I " SnE:6�•J JYV _ Ir y r J x VICINITY PLAN NOai„ SHEETINDEX ARCHITECT "..0 COVER SIQ'FI WIIn 9rIE PLAN.CAMN9rLAN ANO VICINIfYPUN AIA PLOORr A2.0 EX'nBUOR ELCVATIONS CIV Coo SURVEY CL0 GRAOWG, DRAINAGE, RROSmN CONTROL, Irr1f IIY, OROM6@IC AND PAV W G PLV! 0.0 CWM DETAMS CIVIL LI LINDRCAR PLAN OWNER/DEVELOPER Kraus Anderson Inc., LLC 4210 Meet Old Shakopee Rd. Bloomington, Mn. 55437 952) 948-9367 952)) 681-8114 FAX Contact: Jack Appert jappert®kareal Ly. com LANDSCAPE (DESIGN BUILD CONTRACT) Lan -De -Con (952) 474-2280 (952) 474-0155 Contact: Chuck Klinefelter chuck.khrefelterOian-de-con.com CM BN Engineer. 5930 Brooklyn Blvd Minneapolis, MN 55429-2518 (793) 843-0420 (78 3) B43-0421 I" Contact: Thomas J. Cesare, P.E. Ue.are®bkbm.com car fall --'.$I Pope Associate, Inc. 1256 EDergy Park Dr., Saint Paul, MN 55106 (8 51 842-9200 ((861 842-1101 FAX Contact: Steven R. Doughty ,doughty®popeareh.com Kraus Anderson Midwest Construction "Ind—Street NE P.O. Box 158 Circle Pines, MN 55014 (763) 786-7711 (763) 788-2650 FAX Contact. Pat Sime pat.sim.Ok-a-c.com STRUCTURAL BKBM Engioeera 5930 Brooklyn Blvd Minneapolis, MN 55429-2518 (763) 843-0420 ((783 843-0421 FAX Contact: Thome. J. Downs, P.E. tdowns*bkbm.com POPE ASSOCJATES INC r ifr ENER4YPA DRn1 51. PA PMMaI Nn.u:aoo FAY uN1 wnoi MARKETSTREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CNANNA86EN, RW *U�iR50 NOT FOR CONSTRUCTION SITE PLAN REVIEW SITE PLAN a noxa „nae �aM+�Ouwhw� Woo.6 41300-01191 s� A0.0 G a O d I I i .Npe.yrrNwo \ / \ /71 I CITY OF CHANHASSEN RECEIVED FLOOR PLAN NOIIM JAN 2 5 2008 CHANHASSEN PLANNING DEP' Por, Ass..... IN, cis ENERGY NN....�. F�iII.in»n MARKET STREET STATION RETAIL BUILDING SHELL Fax JIMMY JOHNS TENANT CHANHASSEN, MN ROAMS 1116s,,Nl NOT FOR CONSTRUCTION SrrE PLAN REVIEW FLOOR PLAN Iourr ,. _ ..revs. - 111. di900M191 A1.0 § �` o 2| #! \ § _ / )$ § § ¢ ;§ E« / / (§ $ ` \. . u 2;1 M !. � ; § � , \ § , ! § § 11 ki ai } a It :I! +} I V1 lit <: r) � n Y ;�j } § ✓'u. -2y ` 1 1� I'9f I y iI} w_ _ o i iF iwo:} � oa I I 11 Li i +� .i WI 1• I EJI J I I{Y li E 7vE'.: F I - r - IFi� I Icy O ��p� � lat 1 •�.�i _ a hl � �0 � I m 5 i : J ifILI ({all �, S;' ,i ({; ..iE F i i' iJi(.,•} 1 ? E}:. #Ji; }( .1! :? .:Ji ht :.r �i {{ . •{? 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F j3 E`=1;E gg3gB t "p f" i�iEiigpg4g"p gy$g9[=' '$ gggg@4�9f l�B "9p9 5iiEY� `I€€a39g 93� gY g64ai9I:Es8s 4 p3is�=ilii€x;111 i?[' II Pi§ E GHB C 94 01313® Foo _w j Z 4 =W �w f O(17 CD 0 0 N Qz F:q Z Q €�3iEf€ pg 1 � P f y€S�pg3 _€ i914�EEEgEt�p � � i g p p}@t.3Ft.FF7nlC0twF g. t; ip av�P v€ a b _e pad} gip ii 8 qep ii a i3, { F [ � P �Gp gSg 4= 4?4 @ . �yj y °�sqq �e 4�4 @+, �# -�25p p3 i3 �•d � Ei[q� ECi ��_ [ }�i { 3 } i19 §� v P� e P ! €" f$1 sE $e �zqq 4 F . 3�p `fit ;i4 ;� • p E €,e; i •Ppl 1€aY 1itss� a SF 6EF@PI `i5 EPs �° 6i� Eip i p S1iE p� epel � � fEa �y� it # 1 st7F sp e F ip +°9ip p z Iap[ipsEya[i Y}seijz3 �3 4 pa•ip$ 3 gg [[ @@7 �. � g � $�i � 9�9 SPE -' f€g@� � �`ig�j"i +PF 4= P9 [p • �4. 9 •s.sEtl e 1 9p9 `• :91;p[ g f` g"p �nte e g ig P` 4E�! p6-@` ` 3 7 9• ^ € p 9 3y 3 f [ p e } 3 3 n 79-lg ? a3�s i 9: 33'9 [I• i i4i EtR p €'pt1 9p9€giF4sp's€p fI;��'p 9 3 €_. ts5s9�Yi�€ Sp°F:p�3i$1� 1 13I1�1 @ g [p 9tpYpp93Fi qj[g I zgang's p i Fs "i�99e d I" t3 37 pi�! { t�vliESn•�79:i��. •."..9391aY�pa �[iiza�6�:v��9i}pa.a9€3 1pg3a.€31�P.i:za[ '� i5i q � pp gi ipj!!t g3®s pP{mp p gis 9 � � i i i�F� EE � 9:p• 3 pe �� , i�s 3� S�e�tla �'• � p n9i¢�r}`_, 9 �•. F j3 E`=1;E gg3gB t "p f" i�iEiigpg4g"p gy$g9[=' '$ gggg@4�9f l�B "9p9 5iiEY� `I€€a39g 93� gY g64ai9I:Es8s 4 p3is�=ilii€x;111 i?[' II Pi§ E GHB C 94 01313® Foo _w j Z 4 =W �w f O(17 CD 0 0 N Qz F:q Z Q § / o _ ' k im 1110 41 gh § m �� . . . + ,� I gh § 2yy� ='^PE - W:a4- W w J i z s Df KNm EASEMENT AGREEMENT THIS EASEMENT AGREEMENT ("Agreement") is made as of this 74_�- day of Apr; l 2004, by and between MARKET STREET STATION; LLC, a Minnesota limited liability company ("MSS") and CHANHASSEN PROPER'T'IES, LLC, a Minnesota limited liability company ("CP" ). RECITALS A. MSS is the owner of a certain parcel of land legally described on Exhibit A which is attached hereto and made a part hereof (the "MSS Parcel"); and B. MSS intends to redevelop the MSS Parcel by demolishing the existing structures and constructing a Retail/Office building and two (2) free standing restaurant buildings thereon with related parking, driveway and landscaping improvements (the "MSS Project"); and C� CP is the owner of a certain parcel of land legally described on Exhibit B which is attached hereto and made a part hereof (the "CP Parcel'); D. CP intends to renovate, and may expand, the movie theatre ui d g currently located on the CP Parcel (the "CP Project"); and E. The MSS Parcel and the CP Parcel (individually, a "Parcel", or collectively, the "Parcels") are contiguous and adjacent as shown on the Site Plan attached hereto as Exhibit C and made a part hereof (the "Site Plan"). F. MSS and CP each recognize that for the most favorable development, use, operation and maintenance of the MSS Parcel and the CP Parcel, it is necessary that certain easements be created as provided herein. Such easements shall run with the land and shall benefit and burden the MSS Parcel and/or the CP Parcel, as applicable, and the owners thereof from time to time. The terms MSS and CP shall be deemed to refer to such parties and to the respective heirs, successors, grantees and assigns of such parties (individually, an "Owner", or collectively, the "Owners"). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, MSS and CP hereby grant, covenant and agree as follows: ARTICLE I NCS--�91Lti -M,PLS (ML) GRANT OF EASEMENTS Section 1.01 Access Easement MSS hereby grants and conveys to CP anon -exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, contractors, tenants, emplomanagers, governors, agents, yees, mortgagees, customers, invitees, successors and assigns, for ingress anc egress by vehicles and pedestrians over and upon that portion of the MSS Parcel described on Exhibit D which is attached hereto and made a part hereof (the "Roadway Access Easement Area"). The Roadway Access Easement Area and any improvements located thereon shall be maintained by MSS in a first-class condition at its sole cost, including all surfacing, cleaning, snow removal and other maintenance. MSS reserves the right to relocate the Roadway Access Easement Area to another location on the MSS Parcel (the "Relocated Roadway Access Easement Area") if necessary to allow M_SS to add additional improvements -to, or -alter orreconfigure the improvements atr- thi arce , — provided that, (a) the Relocated Roadway Access Easement Area shall be relocated, surveyed and constructed at the sole cost and expense of MSS, (b) the Relocated Roadway Access Easement Area shall be relocated and constructed according to applicable requirements of governmental entities having jurisdiction over the MSS Parcel, (c) the Relocated Roadway Access Easement Area, (i) shall provide direct, uninterrupted access to the CP Parcel or an existing easement of record benefiting the CP Parcel that provides access to the CP Parcel over land that does not include the MSS Parcel and (ii) shall be located in an area that is reasonably acceptable to CP, and (d) MSS, at its sole cost and expense, (i) shall execute, together with CP and any other parties whose consent may be required or is reasonably necessary, a recordable amendment to this Agreement substituting the Relocated Roadway Access Easement Area for the Roadway Access Easement Area, and (ii) shall obtain and pay for a policy of title insurance insuring the easement rights in favor of the CP Parcel over the Relocated Roadway Access Easement Area according to terms reasonably acceptable to CP. Section 1.02 Parking and Access Easement MSS hereby grants and conveys to CP a non- exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents; contractors, tenants, employees, mortgagees, customers, invitees, successors and assigns, for ingress and egress by vehicles and pedestrians and for the parking of vehicles over and upon that portion of the MSS Parcel described on Exhibit E which is attached hereto and made a part hereof (the "Parking and Access Easement Area'). MSS shall continuously maintain within the Parking and Access Easement Area, and in no event shall the Parking and Access Easement. Area contain less than, twenty-five (25) striped parking spaces. In addition, MSS agrees that (i) it shall not grant exclusive parking rights to any third party over any part of the Parking and Access Easement Area and/or the parking lot lying within Outlot B, Easy Rider Addition, (ii) it shall not post any signs within the MSS Parcel that prohibit, or may have the effect of prohibiting, parking by customers ofa business located on the CP Parcel, and (iii) it shall not post any signs within Outlot B, Easy Rider Addition, that limits the parking within such area for the benefit of MSS or any other third party, including but not limited to, any tenant on the MSS Parcel, their customers, employees and/or invitees. Section 1.03 Temporary Construction Easement. In order to facilitate construction of the MSS Project and the CP Project, each Owner hereby grants to the other Owner, its respective contractors, materialmen and laborers, iemporary easements for incidental encroachments upon the granting party's Parcel which may occur as a result of construction by the other party, so long as such encroachments are kept within the reasonable requirements of construction work expeditiously pursued and so long as customary insurance is maintained protecting the granting partys Parcel from the risks involved. In addition, each Owner hereby grants to the other Owner, its respective contractors, materialmen and laborers, a temporary license for access, parking, storage and passage over and across those portions of the grantor's Parcel as shall be reasonably necessary for the construction of all the site improvements; provided that, such access, storage and passage shall not unreasonably interfere with the business(es) being conducted on the grantor's Parcel. The foregoing rights of construction -related storage and passage shall terminate as to a benefited Parcel at such time as the respective construction work on that Parcel is completed. -2- Exhibit D Roadway Access Easement Area A 40.00 foot easement the centerline of said easement being described as follows: Commencing at the northeast comer of Outlot B, Easy Rider Addition, according to the recorded plat thereof, Carver County, Minnesota; thence South 0 degrees 08 minutes 32 seconds West, an assumed bearing, along the easterly line of said Outlot B and its southerly extension, a distance of 120.65 feet, to the point of beginning of the centerline to be described; thence South 79 degrees 32 minutes 00 seconds West; a distance of 141.34 feet; thence westerly and northwesterly 246.09 feet along a tangential curve concave to the north, having a central angle of 36 degrees 05 minutes 55 seconds and a radius of 390.59 feet; thence westerly and southwesterly 168.15 feet, more or less, along a reverse curve concave to the south, having a central angle of 41 degrees 53 minutes 20 seconds and a radius of 230.00 feet, to the easterly line of Market Boulevard, as dedicated in the plat of Easy Rider Addition, and said centerline there terminating. The side lines of said easement are to be prolonged or shortened to begin and terminate at the easterly line of said Easy Rider Addition and the easterly right-of-way line of Market Boulevard. 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 February 7, 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 Jimmy John's — Planning Case No. 08-02 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. Subscribed and sworn to before me this day of k by u a,( 2008. Notary Pu 'lic./ Kar J. Engel ar t, Deput§tlerk ,�� °"'�='"£ KIM T. MEUWISSEN Notar :-ut`lic-Minnesota My Come:. for Expires Jan 31, 2010 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 19, 2007 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. JIMMY JOHN'S: Request for Site Plan Review with variances Proposal: for a 1,650 square -foot one-story restaurant building; and a Proposal: Conditional Use Permit to allow a free-standing fast-food restaurant in the Central Business District CBD Applicant: Kraus Anderson, LLC Property 7851 Market Blvd. (Lot 1, Block 1, Market Street Station) Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain Input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 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/sery/plan/08-02.htm]. If you wish to talk to someone about this project, please contact Angie Questions & Auseth by email at aauseth@ci.chanhassen.mn.us or by Comments: phone at 952-227-1132. 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, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a 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 commerciaVindustnal. • 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. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 19, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. JIMMY JOHN'S: Request for Site Plan Review with variances for a 1,650 square -foot one-story restaurant building; and a Proposal: Conditional Use Permit to allow a free-standing fast-food restaurant in the Central Business District CBD Applicant: Kraus Anderson, LLC Property 7851 Market Blvd. (Lot 1, Block 1, Market Street Station) Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: W What Happens Wthe 1 • Staff will give an overview of the proposed project. 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/sery/plan/08-02.htmi. If you wish to talk to someone about this project, please contact Angie Auseth by email at aauseth @ci.chanhassen.mn.us or by Questions & phone at 952-227-1132. 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, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city Often developers are encouraged to meet with the neighborhood regarding their proposal, Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not, Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethino to be Included in the report, lease contact the Planning Staff person named on the notification. TMs map is neither a legally recorded map nor a survey and is not intended to be used as one. This chap is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the 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 City does not represent that the GIS Data can b r used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depidion of geographic features. I1 errs or discrepancies are found please contact 9u-227-1107. The preceding dsclainer is provided Wcsuant to Minnesota Statutes §46603, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all clans, and agrees to deal indermity, and hold limitless the City from any and all dart brought by User, its employees or agents, or thid parties which apse out of the user's access or use of data pro need. Disclaimer TMs map is neither a legally recorded hil nor a survey will is not intended to be used as ane. This map Is a corrpilabon of records, inlonrelion and data located in various city, =only. state and federal offices and other sources regarding the area shown, and is to W used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are err free, and the City does not represent thal the GIS Data can fee used for navigational. tracking or any other purpose mooning exacting measurement of distance or direction or precision in the depiction of geographic features. 6 errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided punsuanl to Minnesota Statutes §46603. Subd. 21 (2000), and the user of this map acknowledges that the City shell not be liable for any damages, am eprressly waives all Gans, and agrees to defend, infirmity, and hold harmess the City from any and all claims brought by User, its eoployees or agents. or Nidi parties which ansa out of the users access or use of data provided. BLOOMBERG COMPANIES INC CHANHASSEN LODGING LLC CHANHASSEN PROPERTIES LLC PO BOX 730 366 SOUTH 10TH AVE PO BOX 727 570 MARKET ST PO BOX 514 CHANHASSEN, MN 55317-0730 WAITE PARK, MN 56387-0727 CHANHASSEN, MN 55317-0514 CHANHASSEN RETAIL LTD PRTSHP 810 LILAC DR N SUITE 212 ROBBINSDALE, MN 55422-4673 KRAUS-ANDERSON INC 4210 WEST OLD SHAKOPEE RD BLOOMINGTON, MN 55437-2951 MARKET SQUARE ASSOC LTD PTRSHP 1715 YANKEE DOODLE RD #200 EAGAN. MN 55121-1698 MARKET SQUARE ASSTS II LLC NEARCO IV LLC STATE BANK OF CHANHASSEN 470 78TH ST W STE 260 7002 6TH ST N 1550 AUDUBON RD CHANHASSEN, MN 55317-4547 OAKDALE, MN 55128-6146 CHASKA, MN 55318-9508 Public Hearing Notification Area (500 feet) Jimmy John's 7851 Market Boulevard Planning Case 2008-02 Chan View (w yam std SUBJECT PROPERTY Picha 'r CD c 4 Market St 00/0 @r bo<et State Hwy 5 Ar Lake Drive Non4mnnabfe Itiam -ttsm Desclrtptlon l- C� J�f Jimmy John's • 7851 Market Boulevard Lot 1 Block 1, Market Street Station 25-4460010 Site flan, Sign Variance 0 Job Number �)4 7 - Box Box Number bQ.S-7 • 00, �! •7 F`r � • VVV � � S m� c� • • /? • • 00, �! •7 F`r � • VVV � � S m� c� • • /? STAFF REPORT PROPOSAL: Request for Site Plan Review with variances for a 1,650 square -foot one-story restaurant building; and a Conditional Use Permit to allow a free-standing fast-food restaurant in the Central Business District (CBD). LOCATION: 7851 Market Boulevard, Lot 1, Block 1, Market Street Station APPLICANT: Jimmy John's c/o Kraus Anderson Inc. LLC 4210 West Old Shakopee Road i Bloomington, MN 55437 PRESENT ZONING: Central Business District (CBD) 2020 LAND USE PLAN: Commercial ACREAGE: 0.14 of 5.26 SUMMARY OF REQUEST: The developer is proposing a 1,650 square -foot, one-story, stand- alone restaurant building located in the Market Street Station development. Notice of this public hearing has been mailed to all property owner; within 500 feet. LEVEL OF CITY IIzi11X61l.�CII 113, EVR10" 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. The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi judicial decision. Location Map (Subject Property Highlighted in Yellow) Jimmy John's 7851 Market Boulevard Planning Case 2008-02 Jimmy John's February 19, 2008 Page 2 of 11 PROPOSAL/SUMMARY The developer is requesting a Conditional Use Permit and Site Plan Review for a 1,650 square - foot, one-story, free-standing fast-food restaurant building. The building height is 19 feet to top of parapet. The building is constructed of pre -cast concrete, stucco and cultured stone, to match the existing building in Market Street Station. The proposal is for a single tenant user. A Conditional Use Permit (CUP) is required by City Code for all free-standing restaurants located within the Central Business District (CBD). The property to the north is Country Suites Hotel, which is zoned Central Business District. The property to the west, across Market Boulevard, is Market Square, which is zoned Planned Unit Development. The building to the south is part of Market Street Station and is zoned Central Business District. The property to the east is a vacant building site and the Chanhassen Cinema, which is zoned Central Business District. Water and sewer service was provided to the site as part of the Market Street Station Development in 2003. The applicant will need to provide storm water improvements for the specific building pad. The proposed site complies with the Chanhassen City Code. Staff is recommending approval of the conditional use permit and site plan review with conditions. APPLICABLE REGUATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Conditional Use Chapter 20, Article XVIII, Central Business District Article XXHI, Division 7, Design Standards for Commercial, Industrial and Office-histitutional Developments BACKGROUND On October 13, 2003 the Chanhassen City Council approved Rezoning #2003-03 from General Business District (BG) to Central Business District (CBD), Site Plan #2003-09 for Market Street Station, and Conditional Use Permit # 2003-05 for multiple buildings on a single lot. Market Street Station was approved as a multi -phase project. Phase I was constructed in 2004, it consisted of a two-story main building approximately 45,000 gross square feet containing a bank and commercial/retail tenants on the fust floor and office space on the second floor. This building is the centerpiece of the development and occupies a prominent location on the site. The bank occupies the west end of the building; it has four covered drive-thru lanes, one of which contains an ATM machine. Jimmy John's February 19, 2008 Page 3 of 11 The subject site is Phase II of the development: a 1,650 square -foot stand-alone restaurant with an outdoor patio area for seating and dining. This building is located immediately north of the main building and across the private street that enters off of Market Boulevard. The site is accessed via a shard driveway adjacent to Market Boulevard as well as shared parking within Market Street Station. The parking for Market Street Station was installed with the construction of the existing building during Phase I. During the site plan review for Market Street Station, the parking requirements included a free-standing restaurant on the subject site. Market Street Station has a joint access agreement with the City to cross the City's right- of-way into the development. Phase III is proposed to include an additional building pad to the east of the Phase I building connected to the Chanhassen Cinema. CONDITIONAL USE City Code requires any stand-alone fast-food restaurant located in the Central Business District to receive a conditional use permit. Conditional uses allow the City to impose appropriate conditions to mitigate potential negative impacts of a use. The conditional use requirement for fast food restaurants is generally based on regulating the use of a drive-thru window in connection with the use. The applicant is not proposing a drive-thru for this building, nor will one exist in the future; therefore, staff supports the stand-alone fast-food restaurant in the CBD. GENERAL SITE PLAN/ ARCHITECTURE ARCHITECTURAL COMPLIANCE UZ ASg4YT Swraes I=M Ex1EliORswLL sw To_ ROOFTOP EWPtsI I 9nTlsr r+aasT eTREET Tw 6 PAliIf'El STATON SM CPMVUq - MWOULLY LR I R. T / Tpul4L14"9FT FLEX FACE TOPE IgCs .1FI1G YM CPAaE Fi�FNNED IET.Y R'IOF FpRl[ADW ainFeD eTae - 6W Wll DOM LW ZW T [�- ' -- i'—C = z =- 1 4r r _ ILI ' � 6 CONDITIONAL USE City Code requires any stand-alone fast-food restaurant located in the Central Business District to receive a conditional use permit. Conditional uses allow the City to impose appropriate conditions to mitigate potential negative impacts of a use. The conditional use requirement for fast food restaurants is generally based on regulating the use of a drive-thru window in connection with the use. The applicant is not proposing a drive-thru for this building, nor will one exist in the future; therefore, staff supports the stand-alone fast-food restaurant in the CBD. GENERAL SITE PLAN/ ARCHITECTURE ARCHITECTURAL COMPLIANCE UZ ASg4YT Swraes Ex1EliORswLL sw To_ ROOFTOP EWPtsI I 9nTlsr r+aasT eTREET Tw 6 PAliIf'El STATON SM CPMVUq - MWOULLY LR IETTEF (LED)W / Tpul4L14"9FT FLEX FACE TOPE IgCs .1FI1G YM CPAaE Fi�FNNED IET.Y R'IOF FpRl[ADW ainFeD eTae - 6W Wll DOM LW ZW RGIOLTf PATIER4 W�FT Jimmy John's February 19, 2008 Page 4 of 11 Size Portion Placement The City Code promotes location of the building nearest to the setback lines outlined in the district regulations. This district does not have a minimum setback requirement. The principle structure is set back 16 feet 2 inches to the west property line and 10 feet from the north property line. All other elevations are internal to the development. The City Code requires parking areas to be distributed around buildings. The building is situated so that the parking area is adjacent to the main entrance of the building. The building screens the parking lot from direct views along Market Boulevard. The main entrance to the building is located on the east side of the building and is enhanced by a projecting entrance and a hip roof element. This entrance is the closest access point to the parking lot. There is a second entrance on the west side of the building, which is nearest the restrooms and mechanical room. To enhance building safety, staff and the applicant have discussed installing self -latching hardware on the door. This door will serve as an exit only door, as well as a service door for the employees. Material and Detail The restaurant is architecturally compatible with the overall design and layout of the development. The building materials consist of pre- cast concrete, stucco, cultured stone, a raised parapet, clear double -pane insulated windows, canvas opaque awnings over all windows and entrances, gooseneck lighting and landscaping throughout the site. The main entrance to the building is enhanced through the use of a projecting entrance as well as a hip roof with black asphalt singles. The design and building materials architecturally mimic the existing design of the development. Height and Roof Desian The single -story building is 14 feet 6 inches high. The roof articulation is provided through the parapet wall and the hip roof at the main entrance. The hip roof design is in direct conformance with the intent of the Market Street Station Development. As outlined in the original site plan review; the rooflines of the buildings are, perhaps, the most important architectural feature of the project as they provide significant visual interest to the project by providing a variety of roof forms. The hip roof continues this architectural interest. Jimmy John's February 19, 2008 Page 5 of 11 The mechanical equipment is located in the center of the roof and is screened through the use of a 5 -foot parapet wall surrounding the building. Facade Transparency City Code requires a minimum of 50 percent of the first floor elevation that is viewed by the public to include transparent windows and/or doors. The east and west elevations exceed this requirement. However, the south elevation does not. The applicant has agreed to convert one of the sections of cultured stone into a window. The addition of the fourth window on the south elevation will exceed the transparency requirements. The north elevation, which is not visible by the public, shall include landscaping material and architectural detailing. Site Furnishin The applicant is proposing an outdoor dining patio on the east side of the building, located between the entrance of the building and the parking lot. There is a continuous sidewalk around the west, south and east elevations of the building, which will provide a connection with the existing internal sidewalks as well as to the public sidewalk along Market Boulevard. Market Street Station also offers existing bike racks for cyclists. Loading Areas, Refuse Area, etc. During the initial discussions staff had with the applicant regarding the site, staff directed the applicant to investigate the possibility of a joint agreement with Country Suites Hotel to share access to their trash enclosure, located just north of the subject site. The applicant is continuing to pursue this option. However, should this option fail, the applicant will locate the trash enclosure on the west side of the building. The enclosure will be set back 6 feet 2 inches from the west property line and 10 feet from the north property line. The enclosure will be constructed of the same building material as the principle structure. There is a sidewalk connection from the trash enclosure to the west end of the property for trash service accessibility. Landscaping The landscaping for the proposed development includes foundation and replacement plantings. The landscape requirements for parking lots and bufferyards have been met with the previous approval and implementation of the Market Street Station development plans. The foundation plantings include trees at the property edges and shrub beds facing the drive lanes and parking area. The applicant is proposing to save the existing trees on the site. These trees will need to be protected during construction and replaced if damaged or killed. The species noted in the planting schedule are acceptable. Three Colorado Spruce trees will be removed at the northeast corner of Market Boulevard and the entrance drive. These trees will be removed and replaced by the applicant. The proposed plantings include three 4 -inch Autumn Blaze maples and three 2 -inch Red Jewel crabapples. The replacement trees will provide better sight lines for traffic while retaining canopy coverage for the site. Jimmy John's February 19, 2008 Page 6 of 11 Lot Frontage and Parking Location The access, parking and utilities for the proposed restaurant were installed with the Market Street Station development. The main access will be via Market Street just the west of the site. There is also an existing joint drive aisle with the hotel to the north. The existing parking lot to the east will serve the site. A small portion of the parking lot adjacent to the site will be re -striped to accommodate one ADA parking stall. The parking requirements apply to the entire Market Street Station Development. Parkins PHASE I New/Expanded Uses Gross Floor Spaces/1000 Spaces Needed Area S.F. Day Night *Restaurant 3,000s 10 day 30 43 (subject site) 1,650 sf 5 night 17 9 Restaurant w/bar 5,000 sf 10 day 50 100 1 story 20 night Bank/Retail (la floor) 21,665 sf 4 day 165 42 Office (2°d floor) 19,565 sf 1 night Cinema 1351 seats .02 day 27 270 .2 night Frontier Lower Level Fitness Center 11,000 sf 3 day 33 33 3 night Dance Studio 5,000 sf 1 day 5 15 3 night Office 4,000 sf 4 day 16 4 1 night Park & Ride (existing) 120 day 120 0 0 night Total Needed Phase 1 446 47-9 433 473 Total Parking Provided 526 526 Note: Some of the square footage and parking counts are approximate GRADING/DRAINAGE Minimal grading is required for the proposed building pad. The area being disturbed is less than one acre. It appears that the site grading may generate excess material. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. Jimmy John's February 19, 2008 Page 7 of I 1 Runoff from the site will be conveyed to the existing 12 -inch storm sewer stub on the south side of the building via a private storm sewer. The public storm sewer was designed to accommodate runoff from the entire site under fully developed conditions. Erosion Control The total disturbed area is less than one acre and there are no special waters. As a result, a NPDES Phase II Construction Site Storm Water Permit is not required from the Minnesota Pollution Control Agency (MPCA) for this site and it is not necessary to develop a Storm Water Pollution Prevention Plan (SWPPP) in conjunction with this application. Adequate perimeter controls were shown on the erosion control plan. The plan needs to call out a rock construction entrance. The City of Chanhassen requires a minimum length of 75 feet. Site constraints may be such that this length is not practicable. If it is not, it is incumbent upon the applicant to show why not and to maximize the driveway length within the site constraints. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In the event, adequate inlet protection details were included in the plan set. RETAINING WALL The plan identifies a retaining wall on the north side of the site. The wall is necessary to prevent grading and/or excavation beyond the property line to the north. No excavation is to occur north of the property line during installation of the retaining wall. The wall will be privately owned and maintained. Six-inch sanitary sewer and water service stubs to service the site were installed with the Market Street Station development. The City Sewer and Water Hook -Up fees and the Metropolitan Jimmy John's February 19, 2008 Page 8ofII Council SAC fee must be paid with the building permit. These fees are based on the number of SAC units as determined by the Metropolitan Council. The current rates are $4,799/unit for City Water, $1,239/unit for City Sewer and $1,900/unit for the Metro SAC. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. WETLANDS No jurisdictional wetlands exist on the property. LAKES AND BLUFFS The proposed project is not within any shoreland district. There are no bluff zones located on the property. LIGHTING/SIGNAGE Li tin The proposed lighting on the building are gooseneck lights, which mimic the lighting on the main building in the development. The lighting locations for the parking lot were installed during construction of Phase I, in the landscape islands. Sianaee Wall signs are permitted on two elevations of the building. The applicant is proposing one on the west elevation, along Market Boulevard, and one on the south elevation, along the private drive isle, as noted in the architectural plans. The wall signs shall be consistent with the City ordinance. COMPLIANCE TABLE - CBD DISTRICT Ordinance Building Height None Building Setback None Parking stalls Per Parking Study Parking Setback None Proposed Principle building mid -point of hip roof is 23 ft. 16 feet 2 inches to West property line. 26 stalls 100 feet to Market Blvd Lease Area NA 6,240 sq ft Jimmy John's February 19, 2008 Page 9ofII Miscellaneous The building is required to have an automatic fire extinguishing system. Plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. The proximity of the structure to the property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy related requirements will be reviewed when complete plans are submitted. The utility plans will be reviewed during the permit process. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion and adoption of the attached findings of fact and recommendation: "The Chanhassen Planning Commission recommends approval of the Conditional Use Permit and Site Plan — Planning Case #08-02 for a 1,650 square -foot, one-story, stand-alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to the following conditions: 1. The south elevation shall be revised to meet the 50 percent facade transparency requirement. 2. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. 3. The applicant shall install self -latching hardware on the door located on the west elevation of the building. 4. All roof -top equipment shall be screened. 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. 6. The applicant shall provide erosion and sediment perimeter control. 7. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50 -75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. Jimmy John's February 19, 2008 Page 10 of 11 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time fiames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock constriction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. Jimmy John's February 19, 2008 Page 11 of 11 ATTACHMENTS 1. Findings of Fact and Recommendation 2. Development Review Application. I Reduced Market Street Station Site Plan dated Received January 25, 2008. 4. Reduced Floor Plan dated Received January 25, 2008. 5. Reduced Elevations dated Received January 25, 2008. 6. Reduced Land Title Survey dated Received January 25, 2008. 7. Reduced Grading, Drainage and Erosion Plan dated Received January 25, 2008. 8. Reduced Civil Details dated Received January 25, 2008. 9. Reduced Landscape Plan dated Received January 25, 2008. 10. Access Easement agreement dated April 7, 2004. 11. Public hearing notice and property owners list. g:\plan\2008 planning cases\08-02 jimmyjolm's\sta report.doc POPE R C H I I E C T S r r i� HIP ROOF - WOOD FRAME WITH ASPHALT SHINGLES �E OF ROOF ELT 114'.6- ip sPIPfe PRE -FINISHED — PRE -CAST BASE EAST ELEVATION 1/8 11=1 1-011 0 4' 6' 16' ROOFTOP EQUIPMENT TOP OF PARAPET _ TOP OF ROOF EL. 114'-6' PRE -FINISHED METAL CAP CULTURED STONE: WALL FACING, RANDOM PATTERN ARCHITECTURAL FINISH FRE -CAST SOUTH 1 /8"=1'-0" ELEVATION 0 4' 8' 16' ROOFTOP EQUIPMENT HIP ROOF - WOOD FRAME WITH ASPHALT SHINGLES -EXTERIOR WALL 5414 TO SATISFY MARKET STREET STATION SIGN CRITERIA, ALUMI NI INTERNALLY LIT LETTERS (LED) WITH TRANSLUCENT PLEX FACE --CANVAS-TYPE ALINING WITH OPAQIE ROOF FABRIC SELF BALLASTED DOME LIGHT /ANODIZED ALU'iR IM a FRAME CLEAR DOUBLE PANE, LOW 'E' INSULATED GLASS I'RO 1ECT KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR 01-18-08 1 COMMISSION #41300-07131 PROJECT WEST 1/8"=1'-0" FRE -FINISHED MET CAP TOP OF ROOF EL.114'-6' ARCHITECTUR.4L- FINISH FRE -CAST CONTINUOUS BAND OF STUCCO FRE -FINISHED FRE -CAST BASE ELEVATION PRE -FINISHED METAL CAP 70P OF ROOF EL. 114'-6' ARCHITECTURAL FINISH PRE -CAST /I SELF BALLASTED`) DOM LraW 0 4• 8' is' NORTH ELEVATION 1/8"=1'-0" 0 4' 81 TI � ROOFTOP EGeUIPMENT -EXTERIOR WALL SIGN TO SATISFY MARKET STREET STATION SIGN CRITERIA, ALUMINUM INTERNALLT LIT LETTERS (LED) WITH TRANSLUCENT PLEX FACE - CLEAR DOUBLE PANE, LOW 'E' INSULATED GLASS \ CULTURED 5TONE WALL FACING, RANDOM PATTERN — PRE -FINISHED PRE-GA5T 5A5E KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR 01-18-08 1 COMMISSION #41300-07131 CHANHASSEN PLANNING COMMISSION REGULAR MEETING FEBRUARY 19, 2008 Chairman McDonald called the meeting to order at 7:05 p.m. MEMBERS PRESENT: Jerry McDonald, Kurt Papke, Kevin Dillon, Kathleen Thomas, Debbie Larson, Mark Undestad and Dan Keefe STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; Angie Auseth, Planner I; and Alyson Fauske, Assistant City Engineer JIMMY JOHN'S: REOUEST FOR SITE PLAN REVIEW WITH VARIANCES FOR A RESTAURANT IN THE CENTRAL BUSINESS DISTRICT (CBD) LOCATED ON LOT 1, BLOCK 1, MARKET STREET STATION (7851 MARKET BOULEVARD), PLANNING CASE 08-02. Public Present: Name Address Craig Mertz Bill Miller 600 Market Street 600 Market Street Angie Auseth presented the staff report on this item. McDonald: Thank you very much. Kathleen, we'll start down with you. Do you have any? Thomas: I guess the only question I do have is we feel like... architectural design of the buildings that are surrounding it? Auseth: It will. It's using the same materials as the existing Market Street Station. McDonald: Okay. Kurt. Papke: Yeah, what's the variance? Auseth: The variance, we weren't sure if it would need a sign variance or not, and it ended up not needing one. Papke: Okay. So the, in the proposal description we can strike the with variances? Auseth: Correct. P Planning Commission Meeting - February 19, 2008 Papke: That's all I have. McDonald: Is that it? Okay. Dillon: So who's the developer of the area just to the south? Auseth: Kraus Anderson. Dillon: So it's the same company? Auseth: (Yes). Dillon: Okay. And then like so, in terms of they can share the parking I take it and all that, that's not an issue? So then, the applicant here is Kraus Anderson but I don't suppose they're going to be the ones running the restaurant? Auseth: Correct. Jimmy John's will be running the restaurant. Dillon: Okay. Is it a franchise restaurant? Auseth: Yes. Dillon: So what, there's a Jimmy John's a mile or 2 miles or so to the west. I mean do they care or do they like this idea or do they not like this idea? Aanenson: Mr. Chair, I can answer that question. McDonald: Yes. Aanenson: Typically we don't get into that. We have a number of similar franchises, whether it be Caribou or Starbuck's or something like that. We have similar franchises. We leave that up to the individual owner, but I do want to just go back to the parking because that has come up earlier regarding parking. We believe there's adequate parking on this site, but it may need to be identified and maybe reallocated. To this point, there were two restaurant pads approved. This original site, if you look on your compliance table, was for I believe approximately 3,000 square feet. I'm on page 6 of your staff report. So there was 3,000 allocated for that site, but this restaurant's a little bit smaller. It's a little hard to see at that scale. But so, there is adequate parking. You can see, more would have been desired if there was two, and originally they looked at putting two in there so I think what needs to be done there is just, and since Kraus Anderson is the underlying property owner, maybe restructure work with the tenants to employees park in one area. That they free that space so that's designated more for Jimmy John's, because right now some of the people in that building are parking, some of the employees are parking up there. Just to make sure that we have, there is adequate parking. That just needs to be allocated or signed appropriately. I think it's convenient to park there because the entrance is closer to the, coming into the main entrance here. So it's maybe more convenient to park here to come in to that site, and just making sure that that's, you can see that. Adequately pgpKA0i Planning Commission Meeting - February 19, 2008 signed or posted for those uses. It's similar to the existing Jimmy John's, there's a retail or office building and similar to what you have sometimes at Chipotle or Buffalo Wild Wings where you may have to check to find a spot, but we believe there's overall parking. Just to make sure those employees are parking in an area that's not designated for that restaurant, and we have spoken to the property owners about that and they, if we want to add it as a condition, they're willing to do that. McDonald: Okay Dillon: So my question with the franchise, I understand that that's, as a planning commission we should, that's not part of anything we really look at. But if there's already an existing restaurant in, you know not too far away and it's just kind of like you know we don't want one going. I don't know if there's insatiable demand for Jimmy John's restaurants in the area or not. So then the other question that I had is, if they're not able to work out the trash coverage thing with the hotel to the north, and it's put on the west side of the building, that's going to be, will that be in view of the road that goes? Auseth: It will be architecturally compatible with the building. That is the trash enclosure right there. That piece. So it matches the fagade. Dillon: That's all the questions I have McDonald: Okay. Dan. Keefe: Yeah, I have just a couple. Just following up on that last comment on the trash enclosure. I just had a concern on the northwest comer, kind of what it would look like. I mean there are some trees along the boulevard there, aren't there? You know, because it's sort of like you come down for that. Aanenson: The hotel is immediately to the other side and I don't think we want, you know when we went out and looked at that. Auseth: It would end up being just below the windows. Keefe: Yeah. Aanenson: So we thought the best way, which we've done in other projects, is actually try to combine the dumpsters, so you have less, because otherwise if it's attached. Keefe: I'm just saying what is the view? I mean a lot of people come across 78`s and then take a right down. Aanenson: Yep. It's on Market. And actually. Keefe: You come down Market and you're looking right at it, and what is that going to kind of look like? 3 Planning Commission Meeting - February 19, 2008 Aanenson: Right now you're seeing the wooden one that matches the architecture, which they're re -siding. Country Suites is getting, is being remodeled. But that is currently partially screened by that one. It's larger, you can see it on the picture there so. Keefe: Were there any, it doesn't look like there are any additional plantings or landscaping required for this? Because it's overall as a part of the original. I guess a couple trees but it doesn't really say. Yeah. I'm just, you know I mean, my concern is that you know kind of what it looks like. I mean is it just going to be kind of a you know clad corner, because that is, I mean there's a lot of traffic which kind of goes by there. Aanenson: Yeah, so there will be additional landscaping. Keefe: Additional plantings. Particularly where that, yeah. Okay. And then the other question I had is, is in relation to, is that a sidewalk which kind of goes along the south side of the restaurant? Auseth: Right here? Keefe: Yeah. Auseth: Yes. Keefe: Does that then tie into the sidewalk that goes up and, because there's a sidewalk that goes along, where does that tie into? Because it's a curb cut where you're pointing, right? Auseth: Right, along Market. Market's over here, and then they'll tie in on this side. With this existing sidewalk. Keefe: I'm just thinking of people walking there you know, you know how do they safely get to the restaurant and if you have a fair amount of traffic going in and out of there, I mean is this, you know. I guess they have to go across the street really is that where, yeah. Aanenson: You can come down Market and go across. Otherwise you come out of the existing building. What you're looking at is the bank which is over here, and then the sidewalk along, it's like going underneath that cantilever so there is a sidewalk. Keefe: Yeah. Aanenson: Which is, you have to cross at this location. Cross the road. Keefe: Yeah, okay. Aanenson: But you could take the sidewalk all the way up Market to West 78". Keefe: Okay, so that sort of northwest corner you can go up to the corner from there? 4 Planning Commission Meeting - February 19, 2008 Aanenson: Yeah. Keefe: Okay, or even, so. Okay. Aanenson: And it is anticipated, because of the proximity, that there probably would be a lot more walking in this general area. Keefe: Right, and you know that's just my concern is just, is that kind of isolated and does it work with the traffic because there's going to be a fair amount of traffic going in and out of there. Just make sure that we've got it designed safely so that's well sort of laid out so people know where to go and so. Alright. McDonald: Debbie. Larson: Well, just, this is hard for me to see just because I'm going blind in my fifties. The parking area that would be next to the hotel, so would you call that the north lot that goes adjacent out. Yeah. Is there a way, if you were to go, if you were to turn right, to go into that parking lot? Can you get out the other side? I just don't remember. Aanenson: Yeah. Larson: Okay. That's all I have. McDonald: Mark? Undestad: Nothing. McDonald: Nothing. Okay. I'll just reserve any questions I have until later. I just want to see what comes up but I have no further questions, and if no one else does, is the applicant present to make a presentation? Jack Appert: Mr. Chair and members of the commission. I'd like to thank you all for being here tonight initially and my name is Jack Appert. I'm with Kraus Anderson and I'm here with Steven Bend from Pope Architects. Chuck from LanDeCon, landscaper, and Cindy, the property manager. So hopefully between myself and all them we can answer all the questions that you have. McDonald: Okay. Kathleen? Thomas: I don't have any questions. Papke: It's stated in the report that you won't have a drive up and there's nothing on the drawings obviously. Do you plan to do deliveries from this location because that can sometimes impact traffic? Planning Commission Meeting - February 19, 2008 Jack Appert: Well Scott Pager, who is the franchisee, is here to, and I assume that's the plan there. Scott Pager: Hello. For deliveries, are you talking about us. Papke: Deliveries to offices or homes or whatever. Deliveries originating from Jimmy John's. Scott Pager: Yes. Papke: So you do plan to do deliveries? Scott Pager: Yes. Yes. Papke: Okay. Do you have a full time delivery person? I mean what kind of volume of deliveries do you expect to be in and out of there? Scott Pager: Well I'm also the owner of the Jimmy John's on the west end of town. Papke: So you're competing with yourself? Scott Pager: Right. Yes. We do a fair amount of deliveries, yeah. It's a significant amount of deliveries I would say. Papke: Okay. Do you reserve a parking place for your delivery vehicle? How do you work the parking for your delivery person? Scott Pager: We don't at our current restaurant. We actually have our, all of our employees park further away so the people that come in shop have the closest parking spots. This is set up a bit differently. We haven't talked about setting aside any specific spaces for our drivers so I don't think we'll need to do that. Papke: Okay. McDonald: Okay. Kevin? Dillon: I don't have any questions. Keefe: I'm good. McDonald: Debbie? Larson: No. McDonald: Well I've got a question for Kraus Anderson and you heard about the parking issue and everything, and one of the things, I did go over and view the lot and it is crowded up where you're talking about putting a restaurant. Then you go to the east and it's totally vacant, and the Planning Commission Meeting - February 19, 2008 problem is access from that far corner. Anyone that parks over there is going to have quite a walk, and that's probably why they don't want to park there. However if something were done about that median, and put some stairs in there or some kind of access so that you could cut across the lot and then walk down, that would make it a lot more convenient and that would probably relieve some of the parking issues. Are you open to doing something such as that? Cindy McDonald: Yes we are. We have noticed that customers and employees have come from that back lot and walked through the landscaping and then into the building, so that is something that we are looking at. McDonald: Okay. Because I am one of your customers on delivery for Jimmy John's. I know that there are a lot of people that will want to have that done and I know you're quite busy because I have a lot of trouble finding parking spaces at your current spot so, it will be quite the mess if we don't manage it now and part of that is going to be how do you accommodate all of the other tenants in the building with their clientele so I just want to make sure you're aware of the problem and you are willing to do something about it. Okay. All the questions I had. Anyone else? Okay. Is there anything else you would want to tell us about this that you think we ought to hear about in consideration of anything? Cindy McDonald: I guess one question and comment that has come up is parking and you know we do have the rights within the leases to allocate where the employees park. We'll enforce that and whatever it takes, we'll make it work. McDonald: Okay, thank you very much. At this point I would open up the podium to anyone from the audience that wishes to come up and make comment on this project. Please come up. Address the commissioners and state your name and address. Craig Mertz: I'm Craig Mertz. I'm one of the commercial tenants in the existing building. The building to the immediate south of this. Specifically the law office that's in that building. We are skeptical that this parking is going to work out. I'm looking at the staff report and it indicates that approximately 26 of the spaces are going to be absorbed on a daytime basis by the restaurant. Typically there's not 22 empty spaces on that side of the building to be used. We're already getting complaints from our clients that they can't park on that side of the building, yet that's the side of the building where the public access is. That's where the elevator lobby is and the stairwell to get to the upper floor of the building and part of the law practice revolves around estate planning and we have older folks that are coming up for that and hence the concern about the parking. We're also wondering about the number of left turn movements that are going to be coming out of this parking lot with the traffic count. Take left turns for people trying to get down to Highway 5. It seems like there's going to be lots of competing movements to get out onto Market Boulevard. McDonald: Thank you very much. Staff, that does bring up an interesting issue of that particular corner with the Cub and all of that. Is this going to be a problem? Have we looked at this as far as traffic volumes? 7 Planning Commission Meeting - February 19, 2008 Aanenson: I'll address the number of parking stalls first, and then if Alyson Fauske, Assistant City Engineer wants to comment on the traffic. This entire project was reviewed when it was originally approved regarding the total square footage in development regarding parking ratios and such, and I just want to clarify again, back to the staff report. That originally we anticipated that this site could be a 3,000 square foot building. It's under that. We're anticipating maximum of 17. This actually has more parking than the other site has. The other Jimmy John's franchise has more allocated to it and again we believe it's, how that's being allocated. We agree people are parking at that convenient side right now because there is nothing there and they need to work through, and I would suggest that we make that a condition. That there needs to be the access between that or permanent striping, but again the number I think that Mr. Mertz cited was different than the number we have in the staff report, which we allocated 17 during the day, 9 at night. We believe that's in that immediate vicinity and then regarding turning movements, if Alyson wants to address that. Fauske: Certainly. I don't have the counts off the top of my head. What we could do is take a look at what the counts are on Market Boulevard. In order to put any kind of traffic control device up there, there has to be a certain volume of traffic to meet a criteria for a stop sign and I would doubt that there's the high enough volume at this intersection to warrant that but we could certainly look into that further. McDonald: Okay, thank you very much. Does anyone else wish to come up? Come on up sir. Bill Miller: Hi, I'm Bill Miller and I'm a tenant in the building as well. Don't want to sound like a broken record but I might. There's a couple issues and they revolve around parking. The first one is the allocation of spots to employees. That's been in place for the past year and obviously it doesn't work so, it hasn't worked before. I don't know how it would work in the future. The second thing is, is that if you take a look at the parking, there's only part of the story here because if you go to the building, which comes down here. I don't know how to work this thing. But if you take a look at the building, there's a coffee shop in this spot. There is a proposed pad here. There's an empty retail space here. And the building is configured as such that it can take the count of parking spots. The building is configured so that it's in the way of all the parking spots. It's like trying to get to the other side of a peninsula. So if the restaurant is here, and currently at least half of this parking spot is occupied every day, all of the spaces that are here and down this line, are all occupied by the restaurant, the dress shop and people that patronize the salon. The building then is structured so that if these spaces get used up, the only place where a person can park is here or over here. To access the building entrance, you would either have to go out to the sidewalk, come up here, go down the road, and into the only upstairs entry, or you would have to go around the building, up the sidewalk, across and down. The parking spaces that are counted are parking spaces that are here, which are very few. There are more spaces here then there are spaces over here. Not any of those spaces, although they end up in your numbers, are convenient to the access to the tenants of the building which the only entrance is there. So that doesn't really work. Hasn't worked in the past and I don't think it's going to work in the future if we have more demand for parking. The other comment I'd just like to make is that, that there's not only an issue, let your statistics determine whether there's enough traffic on here, but one of the issues is that the traffic operates at quite a high speed and basically they come off of 5, which is a highway. Or up 101, which is a pretty, travels pretty P3 Planning Commission Meeting - February 19, 2008 fast, and then there's a curve here. So the curve reduces the sight line and with the speed of traffic, it's probably going to be an issue. I just throw that out. The most important issue is the parking in my opinion. Thank you. McDonald: Thank you very much. Aanenson: Mr. Chair if I could just again address that. There is 526 parking spaces allocated to that site. The question is, is everybody going to be able to park by the front door, and that was never how it was set up so I think the question is for the owner of the building to decide how that parking's going to be allocated. But there was 526 that was allocated for that building and not everybody can park behind so that's going to be the challenge for them to figure out where the employees are going to go. Competing with the ultimate, that's where.we're trying to get the other park and ride lot further down along Great Plains Boulevard with Southwest Transit. Parking. That's further down so. McDonald: Okay. Could someone explain the comment about, if you park on the south side, why does it take so far to go around? Isn't there an easier way to get to the upstairs? Cindy McDonald: This is the main entrance to get into the office and it is also adjacent to several of the retail spaces, but you can get in here through CJ's and you can get in over in this area and then through to the atrium to take either the elevator or the stairwell. McDonald: Okay, but you're going through CJ's in order to do that? Cindy McDonald: Correct. From this side of the building. McDonald: Okay. Thank you Cindy McDonald: We do have one other ... they also have a common access at the front of the building that once you access that, you're also in this common rotunda area. McDonald: Okay, is there anything that could be done there to give a south entrance so that you could get into the atrium area? Reconfigure the building anyway? Cindy McDonald: That can be looked at. I know we did once before to go in through here. It was cost prohibitive at that time. McDonald: Okay. Cindy McDonald: But we do, when we're talking about parking, where the parking, when it's full back here, we've got some open areas back here and again that's kind of the employee parking. We could redesignate it here. We do have this tum around area as well where we have some of the bank employees are parking, and then Spalon and others are over here so we can redirect it to areas to make the premiere parking available for our customers. 0 Planning Commission Meeting - February 19, 2008 McDonald: Well I think the thing is from the city standpoint, I mean we want this to be successful and at the same time you know it's in your best interest and our's if you have happy tenants and one of the things that again I am a fan of Jimmy John's and I know that it will draw and it will be a good addition for the area but I think some of these other problems have got to be looked at. That's probably in your all's ballpark. Cindy McDonald: Right. We want happy tenants and we're committed to making it work. McDonald: Okay. Thank you. Does anyone else wish to make any comments on this project? Scott Joynt: Hi_ I'm Scott Joynt. Just a consumer of CJ's, and it's real uncomfortable when you do have to walk through there to get to that entrance, if you don't buy something. Just to access, and it is a mess back there. If you go and everybody's getting their hair done and buying coffee, so it will be a lot of cars. The other idea, I like your idea with the, going through that inside out I think or what, the Wine Styles. You could almost make that another entrance. That was a good idea. McDonald: Thank you. Yes, Mr. Mertz. Craig Mertz: When staff says 526 spaces, aren't we counting spaces at the Dinner Theater? Is that how you come up with that number? Aanenson: No, that's how much was provided for the site. Craig Mertz: You put that cross parking agreement in the packet so I assumed that that was the signal that some of the 526 were actually on the back side of the Dinner Theater complex. Aanenson: They're all allocated to Kraus Anderson for their parking stalls. McDonald: Does anyone else wish to make comment on this issue? Well seeing no one else come up, I will close the public meeting and at this point I will bring it back up to the commissioners for discussion on this application. Mark, we'll start down with you. Undestad: I think you know the restaurant itself, the pad site, everything was, we looked at this you know back when it all came in. It does make sense. It does fit in there. The parking is an issue for some but you know as staff said, not everybody can park at the front door, and that is something more of Kraus Anderson's issue to get that resolved so. Overall I think it's a good idea. It's a good spot. McDonald: Debbie. Larson: Yeah, I agree. I think it's, we need more restaurants and I'm glad that Jimmy John's is putting one there because I think it will bring more business to everybody in the buildings as well. I really would like to see on this, I know it's not our issue tonight but if we could see some sort of entrance on that south side. I just think it would make life easier for pretty much everybody. It would open up and maybe possibly too even more business wanting to lease from Planning Commission Meeting - February 19, 2008 there, knowing that they could have more access and everything so I'm hoping that Kraus Anderson will have a chance to look at that idea. McDonald: Okay, Dan. Keefe: I'm in support of Jimmy John's going in there. You know we definitely need to have another look at the parking and potentially allocating it amongst the tenants. I'm also have concern around the, you know just the walking access to it and this is going to have a tremendous number of cars going in and out of that location right adjacent to this restaurant and you know at dinner time when people are leaving work and you know people are accessing some of these businesses here so I want to just make sure that staff adequately looks at the walking ways to this particular restaurant. McDonald: Okay, thank you. Kevin. Dillon: I too am in favor of the project. I think it will be great if the staff could work with the applicant to sort out some of the parking issues. I think the idea of taking part of a retail space and dedicating that to an entrance, you know I mean that doesn't seem like it, I mean in theory maybe it sounds good but then there's a lot of lost revenue I would think from that spot. Gets chopped up so that I'm the type that doesn't need to park at the closest spot. I usually go to the far end of the lot and walk myself so it wouldn't be an issue for me but I think you know just for the success of the project and the whole complex, it'd be great if we could maybe, there was a couple of suggestions with the steps and all that. If that could be followed through on, maybe that would be a part of the solution. McDonald: Okay, thank you. Kurt. Papke: Yeah, I think it's a great project. Memory serves me correctly, I think the first time this whole thing came before us it was going to be a bagel restaurant or something so this isn't that far off. I think it's a real good fit with the theater. I see a lot of foot traffic coming from the theater. Kids going to see a movie and then going to have a sandwich afterwards so I think that fits in well there. And I'm kind of scratching my head to try to figure out why we ended up with such a traffic problem here. It almost seems like the businesses on the south side of the building just haven't developed the way some of the ones that have on the second floor and the ones that are coming in on the front entrance, so it seems like we have a, maybe a temporary imbalance. Maybe not but either through striping, signing, or an alternative entrance, I think I could maybe arrest this over the short term. Although at some point if those businesses on the south side start to prosper, that could become an issue too there but I think it's a good project. McDonald: Thank you. Kathleen. Thomas: Well I think everyone else said it really well and appropriately so I'll just say I enjoy Jimmy John's as well and I'm very happy for that restaurant. McDonald: I guess the only comments, I would just echo what everybody has said. I guess I'm not so sure we can do anything about the interior of the building. I would encourage you to look 11 Planning Commission Meeting - February 19, 2008 at that because it does seem to solve the problems but on the exterior you know, I might be inclined to put one of the conditions in there that they do something about that back northeast comer to make it more accessible to maybe to help encourage people to park back there so that it's not such a hike around because as I said, it's totally empty back there and I think the reason's got to be in the winter people just don't want to walk. And they're not going to walk down that slope because that's when people get hurt so, I think there's room to do something back there. Other than that, yeah I'm in full support of it too so I guess next step is, are we ready for a motion? Undestad: I'll make a motion. Chanhassen Planning Commission recommends approval of the Conditional Use Permit and Site Plan, Planning Case #08-02 for a 1,650 square foot, one story stand alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to conditions 1 through 17. Thomas: Second. McDonald: Do I have a second? And at this point. Papke: Mr. Chair. McDonald: Yes. Papke: I'd like to propose a friendly amendment, if I may. McDonald: Yes. Papke: I'd like to propose an additional condition in number 18 that the developer work with city staff to make any traffic and parking mitigation possible under the circumstances. So Mr. Undestad, agreeable to that? Undestad: Yes I am. McDonald: Okay, at this point it's been seconded and the friendly amendment's been accepted Undestad moved, Thomas seconded that the Planning Commission recommends that the City Council approve the Conditional Use Permit and Site Plan — Planning Case #08-02 for a 1,650 square -foot, one-story, stand-alone restaurant building, plans prepared by Pope Architects, dated received January 25, 2008, subject to the following conditions: 1. The south elevation shall be revised to meet the 50 percent fagade transparency requirement. 2. The applicant shall continue to pursue the option of a shared trash enclosure with Country Suites Hotel. 3. The applicant shall install self -latching hardware on the door located on the west elevation of the building. 12 Planning Commission Meeting - February 19, 2008 4. All roof -top equipment shall be screened. 5. The existing trees shall be protected during construction; the applicant will be responsible for replacing any damaged or killed trees. 6. The applicant shall provide erosion and sediment perimeter control. 7. All silt fence that is not laid parallel to the contours shall have J Hooks installed every 50 -75 feet. This shall be noted on the plans and discussed at the preconstruction meeting. 8. Energy dissipation shall be provided at the inlet to the proposed pond and at the end of the discharge pipe that outlets to the wetland within 24 hours of pipe installation. The discharge location for the outlet of the proposed pond shall be evaluated to ensure that the proposed discharge will not cause erosion issues. Reinforced erosion control matting may be required. 9. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tvoe of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 10. Inlet protection may be needed prior to installation of the castings for the curbside catch basins. In that case, all storm sewer inlets shall be protected by at least fabric draped over the manhole with a steel plate holding the fabric in place. 11. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length although site constraints may require alternative length) wherever construction traffic will access the site. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 13. If off-site hauling is required, the developer must work with City staff to determine an appropriate haul route. 13 Planning Commission Meeting - February 19, 2008 14. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 15. The building is required to have an automatic fire extinguishing system (Chanhassen has adopted MN Rules Chapter 1306, Subp. 2). 16. Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 17. Sign permits are required for all signs prior to the installation, to ensure compliance with all applicable regulations. 18. The developer work with city staff to make any traffic and parking mitigation possible under the circumstances. All voted in favor and the motion carried unanimously with a vote of 7 to 0. PUBLIC HEARING: CROSSROADS OF CHANHASSEN: REQUEST FOR PLANNED UNIT DEVELOPMENT AMENDMENT; VARIANCES; PRELEMNARY PLAT TO SUBDIVIDE 14.90 ACRES INTO 5 LOTS AND 1 OUTLOT; AND SITE PLAN REVIEW FOR THE CONSTRUCTION OF 8 BUILDINGS ON PROPERTY LOCATED ON THE NORTHWEST CORNER OF TH 101 AND LYMAN BOULEVARD, PLANNING CASE 08-01. Public Present: Name Address Mark Korsh Kathy Anderson Dan Parks Chuck Klinefelter Jim Sommers Scott Joynt Tony Nuss Todd Strand Tony Denucci John and Jacqueline Meyers Sam Van Tassel Dan Sherred Frank Whaley Kraus Anderson Architectural Consortium Westwood Engineering LanDeCon 8683 Chanhassen Hills Drive No. 9113 Sunnyvale Drive 9140 Springfield Drive 8557 Chanhassen Hills Drive So. 287 Greenleaf Court 1011 Barbara Court Kwik Trip 525 Summerfield Drive 851 Lyman Boulevard Kate Aanenson provided background information regarding the zoning and history of this parcel, and what is proposed in the 2008 comprehensive plan update. 14 )� ( » o w! ®mil _\- 2 //,2\<�; ^ a� z A} \\� g: \( _ NMI ) k | � 7 t | . | \ ` 0 � St NMI ) k | � h �. any 3 a zi S 3 W � � N Ik , 1 1 0 I a <� ►-�is1lvk 5 D YOn 7 D j F _ _. z O W W LU r r z, 0. w J W, O U W co ZB CUT TO vIDE RAMP TO A-00 1 STORY 1650 G.S.F. RETAIL SHELL MM OA.0 C- Z' 0 " -m7.*,L W�%r . OF EXIST. LIGH�'VLE 4 TO REMAIN F,�L Avozo /-o ;;:� =mlse�-- ~ 60/a7w flow, 1pt, 0 lei 16"Ll (VAN) ST� TO BE AND CHAIRS RESTRIFE VON I OMNI (2) TA15LE5 SEMI BY TENANT 4'CONCRETE PAVING AND SIDEWALK -EXIST. LIGHT POLE TO REMAIN r EXIST. C AND IBIC SLAB TC ' HIP ROOF - WOOD FRAME WITH ASPHALT SNNGLES " TOP OF PARAPET ROOFTOP EQUIPMENT EL. 119' 0' i t .L�_ ,a• TOP CF ROOF CONTINUOUS BASO EL. 114'-6' CULTU�D STONE WALL CANVAS -TYPE FACING, RANDOM PATTERN AWNING WITH OPAQUE ROOF FABRIC CLEAR DOUBLE PAH LOW 'E' INSULATED GLASS 3'x1' GLAZED DOOR . .� ANODIZED ALUMNJIM 1 FRAME .11FI eyv I INF PRE -FINISHED - PRE -CAST BASE EAST ELEVATION 1/8"=1'-0" o 4' e' Ts' ROOFTOP EQUIPMENT gE TOP OF PARAPET EL. 119'-0' TOP OF ROOF EL. 114'-6' PRE-FNISHED METAL CAP \ CULTURED STONE`- WALL FACING, r RANDOM PATTERN ARCHITECTURAL FINISH PRE -CAST SOUTH ELEVATION 1/811=11-011 0 4' 8' 16' IlRo JECT KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY ELEVATIONS WITH MATERIAL AND COLOR o1 -18-o8 I COMMISSION #41300-07131 r HIP ROOF - WOOD FRA WITH ASPHALT SHNGL -EXTERIOR WALL SIGN SATISFY MARKET STREt I STATICS SIGN CRITERIA, ALUMINUM NTERNALLY LIT LETTERS (LED) WITH TRANSLUCENT FLEX FACE CITv OF CHANHASSEN RECEIVED JA N 2 9 2008 CHANHASSEN PLANNING DEPT CHINAS -TYPE AWNING WITH OPAQUE ROOF FABRIC SELF BALLASTED DOME LK+HT /ANODIZED ALUMINUM FRAME CLEAR DOUBLE PANE, LOW 'E' INSULATED GLASS JOHN'S TENANT, ?mLL AffA a ¢avanw mw c' ..n s NFA6YCYY LOrLL MEA6 WIXYbfT4 MEAQ HLVAMNfE1LL 0'. PrR'HrtME LF'.NXLI W£PNE MI6 •TY li M9!•Al rl6i fLYEPAfE1 MI6 .3L6 tOILL .]WY IIVfQ FOIIBR PI[AYI®IEiAL fX iQ"QHI)M[i S.lI ,wmI 11- mw OLT.W IiPE Wl FALM � MMIwTWI rva69L _ dr -r azvEcru.oi wex F.Erx. M•H!K RIIEI LO M'OINDIG •RYI-ICY-0NfRE YM tlMYLibNYFI YfIX AN41LH1I PlDt F.� _ _ J - !-YNMITR YF.f IFIX _ QAOE M-FFMiL NORTH ELEVATION lr�rt� MF4 MEA6 HEYAtQI �A V . %0 F AIEA?YLY! IOUL IRAQMYIIflF4 Y1AO6F'AlO1 mLVP•FHCMOMifiN. M 6 . T E I! ilfY F •M!M C0,9M'iJ Mls .>.s rs rcv-row wM[umr ialK •IEE mlP tdfM 4n4Lr b1Y4ie nEIiIY®RiK cM A i4_ Hf19E'IF 6\L N91 ro eirT w9Ei nrffrsurd s'araEIHEA I,)wavMFAFs _ 9's rs0Ile1FE) •WlfY1 MBx4Ei LlI1El191f1ID) � H.IYe )IrN iR.Y41®fl M1Fx f.� I� UM'u.nK OIWY Yrr1� AICRH,lY4L IFr111t1Y! � LPNE KlT FfO1L i.i401\YE — --- Y'H.3{'.\' AIR®.YIIMM T/1'[ AY N'�' Hoax enaE)s onl wiea¢ Fnera ro wn31 eaona WEST ELEVATION vs..1W M��F1fEVAlp1lBOL —6EIRIXME.»E WI £ FM),L,®4Y! Q SOUTH ELEVATION uti. z� `.�ITY OF CHANHASSEN RECEIVED FEB 15 2008 rNpN�ccgEM °_ANMNG DFo- MEL6RLgl.W C0.lY tOILL NF<6�.L\16^OrK MEA GF HEY. e1W P'. lms .ns wEOII s.a r�ro.Txvtl rFs •3s wFr •\i t01.1L . Yi! J 1 EAST ELEVATION I.rl..l1� 11GE YIdLL RYJI' QfdR M. ElE P4`E LW [' N4EAIFD 1AY POPE ASSocims INC ass ENERGY PARK DRIVE Sr. PAUL, MN sslos-slls PH. (651) 663-9300 FAx(6s064auo1 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN �KRAUS•ANDERSO ReI E,tom NOT FOR CONSTRUCTION SITE PLAN REVIEW ELEVATIONS Swa rd Rey:si ): SITE PLA1J REVIEW 111696 I Yrlr mlih lM llh lL,�ilil�,c st1:. = kdiW =L it 1. W Ile\ W [aioia In. 41300-07131 NON BP Dcdld by SD S"M A2.0 Page 1 of 1 Auseth, Angie From: Auseth, Angie Sent: Tuesday, January 15, 2008 1:45 PM To: 'mKorsh@karealty.com' Cc:'jappert@karealty.com';'bptacek@popearch.com' Subject: Jimmy John's --Market Street Station Mike, Upon review of the preliminary architectural drawings for Jimmy John's located at Market Street Station in Chanhassen, the following items must be addressed or revised: 1. Provide a copy of the agreement with Country Suites Hotel allowing shared use of the trash enclosure. 2. Show a sidewalk connection from the Jimmy John's service door to the trash enclosure. 3. Provide a copy of the Cross Access and Parking Agreement for Market Street Station Development at the time of application submittal. 4. Design the roofline to reflect the existing architectural style of Market Street Station. This should be done through the use of a pitched roof element. 5. Redesign the main entrance into the building so as to reflect a prominent feature, i.e. a projecting corner entrance that reflects the overall architectural style of Market Street Station. 6. Provide a landscaping plan at time of application submittal. Please let me know if you have any questions regarding the above information. I look forward to meeting and working with you. Best regards, Angie Angie Auseth Planner 1 City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Direct dial: 952-227-1132 Fax: 952-227-1110 email: aauseth@ci.chanhassen.mn.us Website: www.ci.chanhassen.mn.us 1/18/2008 Date: January 28, 2008 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Angie Auseth, Planner I Subject: Request for Site Plan Review for a 1,650 square -foot one-story restaurant building on property zoned Central Business District (CBD) located on Lot 1, Block 1, Market Street Station, 7851 Market Boulevard — JIMMY JOHN'S Planning Case: 08-02 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 18, 2008. The 60 -day review period ends March 18, 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 February 19, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February8, 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 f. 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 6a: �irJ:§a Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Location Map (Subject Property Highlighted in Yellow) Jimmy John's 7851 Market Boulevard Planning Case 2008-02 SCANNED 4�Hv.- City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 W1OF (952) 227-1100 To: Mr. Jack Appert Kraus Anderson LLC 4210 Old Shakopee Road Bloomington, MN 55437 Invoice SALESPERSON DATE TERMS KTM February 7, 2008 upon receipt NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for February 19. 2008. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #08-02. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI SCAidriE2 0, ' CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 02/19/2008 4:02 PM Receipt No. 0064641 CLERK: lisa PAYEE: Kraus -Anderson Owners List w/in 500' Crossroads Chanhassen Planning Case #08-02 -------------------------------- --- Miscellaneous 27.00 Total 27.00 Cash 0.00 Check 96361 27.00 Change 0.00 SCANNED Kraus -Anderson, Incorporated DATE INVOICE NO DESCRIPTION ACCOUNT INVOICEAMOUNT 2-07-08 020708 cro Development Review 01-0550-0-L780.0550 78.00 2-07-08 020708 jim Development Review -J m 01-1150-0-L780.1151 27.00 �(ann�v�ease � O��OI CHECK 2-14-08 CHECK 96361 TOTAL> 105.00 DATE NUMBER PLEASE DETACH AND RETAIN FOR YOUR RECORDS JIMMY JOHN'S - PLANNING CASE 08-02 $200 Overpayment $520 Site Plan $200 Notification Sign $50 Recording Escrow $970 Kraus -Anderson Check #96142 FINANCE: Please refund overpayment of $200 Kraus -Anderson, Incorporated DATE INVOICE NO DESCRIPTION ACCOUNT INVOICE AMOUNT 1-17-08 Jimmy John mss Jimmy John's permi 01-1150-0-5180.0000 970.00 CHECK 1-18-08 CHECK 96142 TOTAL> 970.00 DATE NUMBER PLEASE DETACH AND RETAIN FOR YOUR RECORDS CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 01/29/2008 10:18 AM Receipt No. 0063240 CLERK: katie PAYEE: Kraus -Anderson, Inc Jimmy John's Planning Case 08-02 ------------------------------------------------------- Use & Variance 520.00 Sign Rent 200.00 Recording Fees 50.00 Overpayment 200.00 Total 970.00 Cash 0.00 Check 96142 970.00 Change ----------- 0.00 � Z� Ye -fund �a cl on of �3i SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.08-02 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, February 19, 2007, at 7:00 P.M. in the Council Chambers in Chanhassen C ityHall,. 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review with variances for a 1,650 square -foot one-story restaurant building; and a Conditional Use Permit to allow a freestanding fast-food restaurant in; the Central Business District (CBD) on property located on Lot 1, Block 1, Market Street Station (7851. Market Boulevard)-JimmyJohn's. Applicant Kraus Anderson LLC. . 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/08-02111111 or at City Ha1L during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Angie Auseth, Planner I Email: aauseth@ci.chanhassen.mn.us Phone: 952-227-1132 (Published in the Chanhassen Villager on Thursday, February 7,: 2008; No. 4070) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. U10 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: abcdefghijklmnopgrstu �`,c'�� Laurie A. Hartmann Subscribed and sworn before me on v this Cloy of a 2008 Notary Public r/ GWEN M. RADUENZ NOTARY iI&C-MIMESOTA F.;,- WCamunpr,dn3(TOt0 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 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 08-02 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, February 19, 2007, 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 with variances for a 1,650 square -foot one-story restaurant building; and a Conditional Use Permit to allow a free-standing fast-food restaurant in the Central Business District (CBD) on property located on Lot 1, Block 1, Market Street Station (7851 Market Boulevard) — Jimmy John's. Applicant: Kraus Anderson LLC. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.uslsere/plan/08-02.htmi 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. Angie Auseth, Planner I Email: aauseth@ci.chanhassen.mn.us Phone: 952-227-1132 (Publish in the Chanhassen Villager on February 7, 2008) January 18, 2008 Angie Auseth City of Chanhassen 7700 Market Boulevard P.O. BOX 147 Chanhassen, MN 55317 RE: Submittal for Site Plan Review and Variance Kraus Anderson Inc, LLC Retail Shell Building - for Jimmy John's Restaurant Tenant Market Street Station Chanhassen, MN Dear Angie, CITY OF CHANHASSEN RECEIVED JAN 18 2008 CHANHASSEN PLANNING DEPT On behalf of the applicant Kraus Anderson Inc, LLC, we are submitting the above-mentioned project for Site Plan Review. Enclosed please find a completed and signed City of Chanhassen - Development Review Application form for the above referenced project together with a check from Kraus Anderson Realty Company in the amount of $970.00 payable to the City of Chanhassen for the scheduled fees relating to activities noted on the Application Form. In addition to Site Plan Review, it is our understanding that a variance is required for tenant signage to be positioned in a location that is not over the entrance door. Due to the site area and building orientation, the applicant is requesting a variance to allow 2 wall signs to be placed on building elevations that are not over the main entrance door. In addition to the completed and signed Development Review Application form and the check for scheduled fees, the submittal documents enclosed are: Sixteen (16) sets Full Size Assembled Sets (folded) of all required drawings (24"x36') - Including: Ao.o Title Sheet with Sheet Index, Contact List, Vicinity Plan, Campus Plan, and Site Plan AI.o Floor Plan A2.0 Elevations Sixteen (16) sets Pope Associates Inc. 1255 Energy Park Drive Main (651) 642-9200 1 www.popearch.com Co.o Survey C1.0 Grading, Drainage, Erosion Control, Utility, Geometric, and Paving Plan C2.0 Civil Details LI.o Landscape Plan Supplemental Exhibit Drawing Sheets (11"x17') - Including: Elevations with Materials and Color (2) Rooftop Equipment Screening (2) Rendered Perspective (1) I St. Paul, MN 55108-5118 Fax (651) 642-1101 SCANNED One (1) set Sign Criteria for Market Street Station (7) Lighting Cut Sheets (3) Parking Count Summary (1) Tenant Restaurant Layout (Draft) (1) One (1) CD Digital Copy of submittal documents in TIFF -Group 4 (*.tif) format One 0) Copy of the Cross Access and Parking Agreement for Market Street Station Development One (1) Copy of the Hydrology Report prepared by BKBM Engineers One (1) set Complete set of the above documents reduced to 8-1/2" x I1" Noted Exclusions from the Application Checklist: Copy of the agreement with the adjacent Country Suites Hotel allowing shared use of the existing Hotel's trash enclosure. (Information pending - if this agreement is not reached, the proposed trash enclosure will remain) Building Material Samples (delivered to the city prior to Planning Comm issionMeeting) Angie, please review the submitted information for completeness and accuracy. We will expect that this project will be presented at the February 19, 2008 Planning Commission Meeting, and the March lo, 2008 City Council Meeting. If you have any questions regarding this submittal or any of the attached exhibits, please contact me at (651) 789-1574 or via e-mail at sdoughty@popearch.com Sincerely, POPE ASSOCIATES INC. Y `� - Steven R. Doughty, AIA Principal Enclosures cc: Mike Korsh, Kraus Anderson Realty Company Jack Appert, Kraus Anderson Realty Company Pat Sims, Kraus Anderson Construction Company Midwest Tom Cesare, BKBM Engineers Scott Pajor, Jimmy John's Pope Associates Inc- file GNU00Wn31\Cdy Sub usOCky Submiml letter U11708.doc SCANNED CITY OF CHANHASSEN RECEIVED PRW ( I KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITI I MATERIAL AND COLOR wI"oa lUn1Mh]ION "ni wu a:n JAN 2 9 2008 � HIP PDGF - 16VD FFN1E - UN ASPW&T SNRGLESCHANHASSEN PLANNING DEPT Y EL- ,i F J,..ta^_rp eneco qXTOEp BID*PA CAMVAB-TTPE- FACFG, FOIDO1 PdTTEW1EIR': A4NW. UM OPd FdBI®CCLEM r '.t DCUBLE POE. LOW _ :� �- E'NlULAtED 4L40S RT GLAZED DOOR ` 8 ANODIgD PRO ALT TFME ��q EL d0'. I FTS-FNIONEp " PFS -CAST BASE EAST ELEVATION 1/8"=V-0" -Q 0 /'L� _- -,IPROF-WOODF "E 11TH ASPHALT SHF Ea EXTERIOR WALL E TO R�FTOP @OIIA'!Ht -- - .�--� BATkF MAWT STWET BTATK S CR1TERlA TOP OF PAPA-V . _ ......... --� ° 1Y wTEf Ly LT n (LED) UTW T ACE IROJSLUCEJr FLEX FACE �iG0pP OF ROLE -•. ---_ AUA'FCa um OPAO.E PRE-PWO METAL \G.4^ CULTURED STQE -.� t, ,. NO 8411 WED / DQE LR ..Fl.m�..., .. 4� PA1TE RO�DQ1 Fw I - /M10p1iED II ATdGNREGTtAAL ` GMbu PRE -CAS' i }} OOR L DGaBLE PANE. LOW SOUTH ELEVATION 1/8"=T-0" 0 A 8' 184 PRW ( I KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITI I MATERIAL AND COLOR wI"oa lUn1Mh]ION "ni wu a:n CITY OF RECEIVED SSEN JAN 2 9 2008 Ea mI w CHANHASSEN PLANNING DEPT aiailOH B MTEMA (LED) 4U'IMMiE tli IETETERG (LED/iLLRH J� � '"' iFAVBLUDENi REX iKE E6 dtiODlgD N. -.......'— PNE. LOU F WEST ELEVATION "'LL°'sDGL a 1/8"=V-10" 0 s• 8• +8• 6r%..r—,......... NORTH ELEVATION 1/8"=1'-0" 0 4' 8• +8• PRO)i ( I KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR ui-is,m COMMISSION•41w0071W ■ ■ ■ ■o a,aro 3� 3 a aai J� S' * Y+ "i !•3 8,'J _yy�i i Eli $�6s" {P " NORTH ELEVATION 1/8"=1'-0" 0 4' 8• +8• PRO)i ( I KRAUS ANDERSON INC., LLC RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT, ELEVATIONS WITH MATERIAL AND COLOR ui-is,m COMMISSION•41w0071W I STRUCTURE AND CASTING SCHEDULE OH -'72' DR. STMH R-1642 CBMH-2 1 48' DIA CBMH R 1642-'C"• CBMH-3 1 48' DM. CBM R -1642--C' STMH-4 48' DIA STMH R-1642 CB -5 24 X 36" CB R -3290-L 5MH-6 48" D0. CBMH R-1642--C- -1642 "CCB -7 FB--7 24' X 36" CB R 3290-L CBL9I-B 48' DIA CBMH R -3290-L CBMH-9 48" DIA CBMH R -3290-L STMH-10 48" DIA STMN I R-1642 CB -11 24' X 36' CB I R -3290-L C8-12 24' X 36" CB R -3290-L CB -73 24' X 36" CB R -3290-L CB -14 24' X 36' CB R -3290-L • "C" DENOTES TYPE C GRATE OR APPROVED EQUAL I raP' LF -12' O 0.50% RCP PIPE CLASS SCHEDULE DIAMETER CUSS 12' - IB' CUSS 5 21' CUSS 4 24' - 33" CUSS 3 36' - 72" C1A55 2 RCP ------------------ ^ gym;,' I §g I % -S` _ • m .a,,. I I - /1�=, _ y`. $ � I - tRUYllER CEEYP AUQITq�t I FRAI BUILD \ 1 _ J 2 -STORY FRAME - BUILDING -CBMH fi ���u[ea -,P n2 w xi NO'S 540-560 � 'y RE=958,83 INV -953.01 .01(NW) ' 'SMV=952 5,(SW) SOV=95251(E) rl LF-12' RC4. 1 STMH-4 . RC[RM PiiM: F/.YIFYI.-, I\�• I RE.9591 .ra4 (�.113 i4J LF -12" RCP ® CBMH-B-- f 50 1 - 5 AND LRA I U,.8B_ '. 101 tF 118' RCP 101 - & o asoz- I .1 IW=953.8 W/ 1 STUB P=953 90 W/ ST 10-� LF -10' DIP RE 40 1 f'}�-�_ IW -95 I=95 7 I RE=958.75 INV 952.42(E) J 18 LF -10a DM — =1.= \\ =951.59(N) 6 I. .34(5) V IOseow..mnm.Fv�N.m auF.r=Ia,Y..mr. sssOSlsxs nac®sysw-re01 ss,ssv sa[aoss >rt L n J MARKET --> .. ..- - cow-- -Tow- RE RE=959. IMV=951. _..... ii CB -5_,_ RE.96L60 INV.954.00 4 I 5,08 3 INV=953.90 W/ 22 LF -10' DIP o s.soz \�Mv' x4P 9q 1 C _ I ri i I X146 LF-� a.rw,\cvsl 1 0 0 It AS GAS-- STORM SEWER PLAN PS PEa we VX20 STOft In ■ PREPARATION ■ �� p n. BY I[! 162507-005 oArz OCTOBER 3. 2003 —-CB- < CO -;3 =956.+0 — RE 956.60 I =952-69 �Z awleou 952:09' i as.sRx -12- e osos� O O50X �\ i I ' . m "IDR - 0 . 50 11 SHEET q ■ CITY pFCC^HCANHA�SS -k- CONSTRUCTION NOTES: VED 1. SANITARY SEWER, WATER MAIN AND STORM SEWER SRAL RECONSTRUCTED OECI TIONS THE CITY OFCwWHASSENSTANNDARDSP r\ OCT3 2003 SECTION 2002 -SANITARY TORISEWER T -� SECTION -202 WATERMAIN; AND STANDARD PLATE CON -L- PWNNOCi DETAILS. MEASUREMENT AND PAYMENT PROVISIONS IN LaX9.m ARCHRECl9 (--� THE CITY SPECIFICATIONS DO NOT APPLY. 300 fl9. AWNUE NORm CHANHASSEN PLANNING DEPT 6 2NN 3EAPU� I01 54491 �.- 2. SEE GRADING PLAN FOR PROPOSED ELEVATIONS. -- - — IIG�TR/-N `!A S ARDLO AND LRA & _SEhoell IMadson, Inc. 40 0 40 80 IOseow..mnm.Fv�N.m auF.r=Ia,Y..mr. sssOSlsxs nac®sysw-re01 ss,ssv sa[aoss SCALE IN FEET MARKET .a STREET STATION ■ SHEET TTTT.E ■ AS GAS-- STORM SEWER PLAN PS PEa we VX20 STOft In ■ PREPARATION ■ �� p n. BY I[! 162507-005 oArz OCTOBER 3. 2003 —-CB- < CO -;3 =956.+0 — RE 956.60 I =952-69 �Z awleou 952:09' i as.sRx -12- e osos� O O50X �\ i I ' . m "IDR - 0 . 50 11 SHEET q ■ CITY pFCC^HCANHA�SS -k- CONSTRUCTION NOTES: VED 1. SANITARY SEWER, WATER MAIN AND STORM SEWER SRAL RECONSTRUCTED OECI TIONS THE CITY OFCwWHASSENSTANNDARDSP r\ OCT3 2003 SECTION 2002 -SANITARY TORISEWER T -� SECTION -202 WATERMAIN; AND STANDARD PLATE CON -L- PWNNOCi DETAILS. MEASUREMENT AND PAYMENT PROVISIONS IN LaX9.m ARCHRECl9 (--� THE CITY SPECIFICATIONS DO NOT APPLY. 300 fl9. AWNUE NORm CHANHASSEN PLANNING DEPT 6 2NN 3EAPU� I01 54491 �.- 2. SEE GRADING PLAN FOR PROPOSED ELEVATIONS. -- - — t 45' B NO ��0' WATE u N A���iIJV' 45 EIE 4s CONNECT EX: wniER 20.00' 10' CV NN DRM SEWER DONT � , -�-�-.- �> I) � ' _ \, e c ' RECONNECT MYDRNVi LE.W e_ SchOmaII Madson. Inc. v �• I 90 CONNECT T - �Ex. WM w/ IJ t' e..«..,. ............... SANNH-3 4I S N � � gxA�• V J « .� a� , _� a.. T.. u..l•u. u..l au.mu CONSTRUCT R OVE .t EXSEWER 22.5' 5NuNOVITurr�-WAT .. - y°� -� 50 0 50 100 la..ww.cw�rrw ss?gts2s nocBmsw:®t esnsazsos5 1 HYD 1 )1�JEI'\�1 I SCALE IN FEET 1 22.52,5 ' BEND L 1 I 12DT v .1 1 - Tl�EASEMENTTY 'B C R CONSTRUCTION NOTES: MARKET SANNH-2 v - CONNECT ( g a SEWER 1 �I WATER LINE W/VALVE E / 1. SANITARY SEWER, WATER MAIN AND SANMH-1 5 FIELD VERIFY SIZETYP AND E OF CONNECTION V v �J� x�6u r - I �` STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY Of STREET 11 CONSTRUCT OVER - y E% SEWER CHANHASSEN STANDARD SPECIFICATIONS: SECTION 2002-SANITARY AND STORM STATION - >. rr '• +" SEWER; SECTION-202 WATERMAIN; AND PLATE DETAILS. MEASUREMENT ANDSTAPAY IN THE CITY AND PAYMENT PDON ■ =HEFT TITLE ■ A SPECIFICATIONS W NOT APPLY. NOT I�AS' rP SANITARY r ,1, - SEWER AND SANITARY SEWER AND WATER MAIN PLAN AND PROFILE WATER MAIN PLAN AND ............................................................................................ =m PROFILES q u �1 I" Zm � •m0 960:....- '........... .............a a-..:.........:.........:....... -.:.......:.........---...-...:....... ..:.. ..:.. ..:.. ..... ..... ..... .. ..... : ...Qw.. M1..:aw i PREPARAITON ■ w — 0 SCALE: m m a O VERT: 7 «=5' wv a.: By aw 162507-005 e g..... ...:... �....:...w ....:.. ..i.. ---.. .... ..... ..... ..... ... ..... HDRZ 1"=50' mm®a OCTOBER 3, 2W3 : a 950:........ .....°o""-.... ...:""":m..--:... .... :......... :...................... --..- ....- ..... ..... ..... ..... ... ..... T a n E% P/C SAN. SEWER EX " 340 SOR35 O 0.42E w[ .- ..1g. � 195 LF-B' PC SDR35 .... ................. Y O,92x _ mm a. .....r �...-.:........ ..... ..... .. a .. ..... V 940.........:............ ...--.....-_. t ............----......-.......:. ¢ z :......... - ; i � � .............. .......... ......... ......... ..... .... ... ..... ■ ■ .:............................................ ....................... .............. .......................................... ..................................... . .................. 960.--.....o:_- ......... . .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .: _ —_. y ■ SHEET #■ u�c z. Y.5' -_ _ '! o:x 4x' I j : .w- NIN. W.C P 2 - 2% :z m 2. 950:..........- 8 M` �rL..... .J cw+sulnnc PIMNLRS LWoscAT ARCA ]00 FHAYENII[ nORnl NO S'IIRE 210 - NIHNEAPYN 55{01 .........:..................:.........:.........:.........:................................................................................................................................ 012339% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ......... 9+00 ,m ® LO Ther no. a.e Y .r won r M °- _f r t � dew " ° a,u•m I�IIiGREN Ion DI ewer mawn�n p "HYDRANTS of'_ BUT712ESS DYEN90N5 6iDy-Ste-Gds No. 8-5160 8-51 cE v LVE r -M SERs SHALL BE MUELLER SUPER CENTURION" -Dy =sDeO 5`HARDLOW. `4SVR'iL : 411 H O VANT : ROu - T TD A 7�T. `%I�%_�_l.._V W u f Of Tt( vALF' i0 'n `5Wud � 0 x A,RFACE IS Grhi THAN 5. - . L : ,i _.. t. e5 .. t mx nal A1•A2 AZ yyu'Nth ker ro:.L•oLlxetl J�7 fe/✓tg t- NAN TOP XD. fiB69rinae No- H-poxae Aanst !go to ]/4' 1 1. B t Bo's IOW eel toSEWRLV 12 OI HYDRANT TO BE '" - - $COVEREDYUNIa "THLATO voiOICATE D 1 - 45 W x -un - 5. Schoeilmuell XU Y85 oaMslmenl � 0 - —� BM N--. S miywBR.Dy-ste-Gde YO' Madson, Inc. y=� THAT IT is our Or _ SERVICE. �_ - -..6 Awa: c rnYq. a.D. Tyn nen 6660 wi N i eSv>t] p eryd [.eYe.rYe •S. r.eYYe •.Y..Me ExTEX90N uuNb NO. -I v •/J ---' -' - y - `- -' sanwln •e..Y....aw s..ne.. e.xs.aplvam..cPl �j iNa NO. 56 11' NO 59 16' 8- BreS-SAe Ga. B-5001 fi] O 3 p 5 Do. W! Iqe. QI S Olece. 5 1�! ylolh y 5 tixe .trsrae MwEAr. 553115}4 Yutllw No 60 2A' NO. S6 18 G too. 7 +ox lYiln9x.:Yi1 H6J No, 59 20" pofae.,maed. Obby-Ste Go• 108520 W520 NO. 57 V AOAPTE.P 1/4- /C W521 VB52, 4' no. SB Is STEEL i STEEL xnr PROTECTIVE '522 YH52] No. 59 20" No. 60 26 CO Ni 1/2' RUBBER CASKET INSTALLED SETYEEX MARKET THE GATE VAL4F AND 0) CAM vAI.A ADAPTER. 1 // ; n CSAR mr J 4 -\ ` ` AND A'2R5 LY \\ TiNer Ty XO. 860 65 r�� RGY..EI`M1n.;?E'3 ons.) CAM ADoi -..: \\`\ r:M MMI 6C ■O MM e ■p STREET Yutllw XD. N-lo]61 65 !� 1 E "Rt"VE'f BiDDY'9e-Gd. No. V951fi 60' Rezeiml gage vww O >D{� MCM _f5 Snq .f eEi VBEy. `B .%.DQ( t hemi sF w s t AW.( grne 103 MK H nus:J saT N ]1Kw .m YPe4 MMK -� a•� ' STATION Canlwming th AWWA A "L ➢ C-509-80 zlandords i Q HrtSC-z : 9C 'W23 �vA+ g' it RZ LaK 3M.t©M KtgQ1T 9f'3 wRn rW.GS Loa. err . e^ of Too vn eYe- n pray Az zaAe w stc.a so m *fvu+ vTr;3.ASJet spvl Tw.H �5r Ra fro • w the wx- 9tAL' ••�.x-.�.- w� hook, u= ..N:r c+mas<eti BASE 17 ssn+Kcw ,.r+,,.e�s�z E3X u4 'G M hi >K WM Out. K wd' .l' Y?wNs Ya Y MM'J J> - r*acw.EarN'. eRne.. NECTxq s¢sn , ■ 5 AY 4aK. 6i 14SIP1Aw W .E^A-CKC tE:M41fJiIwSIRWr. KL T=iAYr. W R p 3tRKl .cS Y/.H4N KtDY$£ P' -Meld *a 9C /2 p[ •Q•'i CF i jl{ SHEET TITLE B Coni block "S `dol `" "navr■o' CIVIL CITY OF CBANBASSSN GATE VALVE AND BOX CITY OF - 7 R DETAILS INSTALLATION �SA�BASg�� ..LOC KiNC: 2_97 '.4102 ■ PREPARATION ■ III' Yq for Nempn BY ea 162507-005 R32 Ob Lgob or eOuol r�� L G t. Shi uwi,W Cmiiq me Ae ,using ^� I Req (Sx Role 211D) d�ID ®' t est OCTOBER 3. 2003 NOTE : L yDle enn.n T WeYae In1aM Qmney Sed a TiseYwtnes a swl / 21w (saOIs xlR Face or are -/ � ` D+ecicn OI Floe Yw11We Sieve, NMnan R1961J Nemm-R]290-L cmlhq and groin equal. Nun•um. Ifi' w cenlp. Sega sM be w orri II. SNe IYWv Vpe Uwnelp N 6" Cmc caw-� ELM�uwngnum ch c moanum of ith pale porton, l reqs .dn IUN Deas Of conrtw PLAN /� T/ IB" w Lilo M onee n mwwde ICI now O" rnq robbergaaela. .Dlo it concrete ih COlenborn costing A Ymmmn of 2 Sr" Mori HDP! Oa log r.qs. ona grate xeenoh 4_Ir Rims 10 x uza OYec Xy 8 pacost rein/o-cea emoeN Lai. Too of Dwre erection under eon bop R.1290 -L w of Gob to De 2- beh" ]' mare corp po. guAter grade. `o. nonz hon hien Btla Cona Sedan ppe qy I.e CIH wl Ruin t ru some Ipe ■ ■ m now nae ter cage er.aae xn 2 Deoas of Rwma p eyd. gat of cncnpasn. Precml concrete p 5. c ': 91 w pints n ... to icier NOPE eayztnq rings Ty DI are VP's '0" Ni Npper gorieti xq !. -0 p' precast concrete section vw:ez Ybin of 2-2cern', 6 1/2' 1 ci NOTES: mosmum of 5-2" _ Vpb comi on'/e' 2vrttasi6 •:'S:.-t:'-: RasoY mrwb Yust be 1/2 0l I. gy1N on 5 No1Nthe wbNe Innd si]e, Tinge ol"in oeeC can ad s m 1/Y pea of m Ion vwies / L 9gipNi' Tie Ines .n t 2. No e1pY sINCWreer we drone, eel.hm c Dna O Ynimum InlWep el wecost pox a a' Gwt fi thick concrete them 6fon IC deep w leers era TIP Mani slept. Xeenon R1961J w on the co iae. I n InYAness he eery of dkim eyd. 16' a.c.. AWminum eNbe appowd- 6' Dagnousee Sohl be Weniter topic IC'. 6• 6p Mn'enum gap mianezz. 6' rw la' thickness, gi-hi On polo Ine zine ond outeriae. SECTION Ni 1. Ker-n-seh y ■ ■ SHEET aepm. mcW mitNex 1' rw ' a o' hr deptn q(1 Inml 14'. monnae w eyd thoikoh. Ai We heel" e 3. .1 aoq nem. Noe M 9wled m snow cho ottaM 1/ a r 1dx e N. 6".6' Ito 1. Sl Steps Ny be proMW calcic eazn/monnolee dna zlwm anodes. Sim ]. CwVn Ike ode or och i g,uclwe a ciwtrvhM 1 1 2 �/�T1ry� Gwl e011wn DI monnde l0 1/2 2 , o 2. Coating to be IplaeYe cO4eE tncrele corp 5 n Ion < eft ]. yteNe Ine boMedNi o eanhv Ntll be nslaled ryel ID the nende pent bee e'i' lisypyL at pre and gtge No pbc4 erlNClures a ONo.ea C3 '1 2'_ qyl 2 Ip.wa mwl. . No .hod Nine we permitted :n me ad Msrm - 9 •mqz. SECTION e�W1161 CITY OF BASIN CSAN8ASS8N CMA CrrY OF :� FC8AN8ASSEN CrT-Y OF � CBANSASSEN w = I -m 'a,r q i, IS, Boo Illi AVBNUE NORTH TIRE 216 2'97 aiQ2 ro _ '.. gRZIN� D NYN 55401 .I. n.r:.Tv vav C 'e3vue _ I 9999���� ACWegb: 0 opo - r - 2 Y G ASN ,P" e �112 or Treat ATOM SECTIONS–B .' SECTION A–A NOTES: M Ui of the AbI Treatment, the Cando lr at Np (1♦Nim, ANr Nrmr Cmrele Einifnb9. I Em6ad Aggregol4. Yeetinq In Reauvemrela of Sac. 3132 CA -20 YOcifed M 1001 o1 the Y=Ies t/Z' toSee. In Ma Gem Caneele. Tne Emtedded Agiolgote S Protrude at Least 3/16" Atp.e Me Cmrele .1s,.. Tlee Esdosd Aggregate may M Ugalfy R'r to Ybye Yrlr off of it. CITY OF TRIAN C8AN8ASSESCURSSRAMP saX' 2-97 . •.- 5215 ry )9) 5215 6' 9Ytma. f .rears .>ml. Ina as, I -The Biem„a„s Yae.N ]/i ar H G- ' ! E.arlflpn pal � O se la'rTt � EgseO pTt — 1 If--- I Convection Awntf A - Yaa. Sods, in Ey Ymt (los)\ rw alY..w.e Yaleie ELM MOOT B612 C Carus a bara toter *� NOTE I To q." Ira MeOnr eras P. q4 GiMma'. CBAN$ASSESVEWAY Poem, Lbs. or YeSms. I—A out 520' A —nae a. n I 1 2 /2 i I. ,n. ar 1 9 ( ze- SFCTN]N A -A — AA REBM O 3.6" O.C. NOTES: 1/21frolrmed PYt the, moterio - MSHTO Y213. 2. No Cmtroction JwHe in Croft taller. Be Shoe Formed CITY OF CRETE CITY OF CBANBASSES l��Zl C8AS8ASSES 2_93 'e3vue _ I 9999���� ACWegb: 0 opo - r - 2 Y G ASN ,P" e �112 or Treat ATOM SECTIONS–B .' SECTION A–A NOTES: M Ui of the AbI Treatment, the Cando lr at Np (1♦Nim, ANr Nrmr Cmrele Einifnb9. I Em6ad Aggregol4. Yeetinq In Reauvemrela of Sac. 3132 CA -20 YOcifed M 1001 o1 the Y=Ies t/Z' toSee. In Ma Gem Caneele. Tne Emtedded Agiolgote S Protrude at Least 3/16" Atp.e Me Cmrele .1s,.. Tlee Esdosd Aggregate may M Ugalfy R'r to Ybye Yrlr off of it. CITY OF TRIAN C8AN8ASSESCURSSRAMP saX' 2-97 . •.- 5215 ry )9) 5215 6' 9Ytma. f .rears .>ml. Ina �I 3' base, -The Biem„a„s Yae.N ]/i ar H A ' ! MnI 0618 If--- I Convection Awntf A - Yaa. Sods, in Ey Ymt (los)\ rw alY..w.e Yaleie ELM MOOT B612 C Carus a bara toter *� NOTE r - Ira MeOnr eras P. q4 GiMma'. CBAN$ASSESVEWAY Poem, Lbs. or YeSms. eR�ice 520' Bilumneui Ya1wwY SUFMOUNiTbu n Co,... but. bna 2 /2 i I. ,n. ze- „ eiWmi,a,f Bhumttws Curb 5u.laee Be Shoe Formed i.� CITY OF l��Zl C8AS8ASSES PL vMIABLE HYOR.sNi YALE BOX 6' 6 II SEE RwN°) t/� SLOPE PER KT TO RCAI NRB 1 = _ > CONCRETE SEE NOTES Class 5 Bos NOTES: 1. ThoCAL 6' Tram 2. USE 2 1/2' TaCN 1`011CaNYERICAL OWWWAY CaMVNG VALS. 3. JbNT SPACINO AT 5' INTEREWANSON Jqs? SPAONC AT III INTERVALS M0 WEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CBASSASSEN PL a K Wor Ca.: If as, I/Y Maes, Ed" el WV Teases. see yI � k NWCn or Sala. Lr- Yuen &Iv�Nrwn Rvn9 Course 8-616 Csecrcte GNt fees, Pe1EA50035e 2 -loses YuN &..A Biesr Causes Test, p'Em 21/2- t Nurl fitumreen flab se Cas r Tose /3,BBBS000OB 12"-CIm 5 Aggre01 9As Some. 10C,,she 24" Y T 31e9.N Soee GaW Barg (Sy Note 2) I. Use - 2352 Tey Cwt - 2m? NO2S 1. Rgnl f -fey Reason" - 6V. 2. isoleI street gone 2.01 3. MmIewum street fade 0251 a. .o Toobaved 'n s wdiftvMd r. 5. 2 Rolf d aMnd curt. 6- The bwmmouf .erng swims else pe obced me wt ttAstuction season "losing p cwnent o1 tte otu�auus tear 2. A test rel of the wfared AAgra@ sty pf Prlrmed tf the Oenr In mctr. e wean,. of a oty ^WeThe o Ms IM .11I to rebuff oddit-0 sUp9roa crrectish or to raises Me retu.emsel al 2i YNOOT Soe,t Cmnular 8— to Weasel apse IM r.Wt W the Yft Ms. CITY OF I TYPICAL. COMM. INDUST. CE3AN8ASSES STREET1SECCTION pe 4 K SPr:T SE01 3/4- per act —.--- se, 201 (AAOE SEC71ON A—A No Sore 2� RESNEH,IAL 26'tN8051f611/CCWERCIN A Right-of-fo3 8618 Curb tr Gulls 0616 Cat tr Gutir Convection Awntf A - Yaa. Sods, in Ey Ymt (los)\ VWI., Gutta O B' ELM No I. amI valley Cutter ma Trmgpar S tw eith 6- a 6- 66 fMded We Yefe. 2. Cmlrrl'w. bNtf Fy 6s, 1/3 the Depth y S 3. Bitumnwe PI S Van to Nr Right -o -fey a IM Same as Street Porn, Se,rah CFFY OF CONCRETE CBAN$ASSESVEWAY APRCN '1'dEWAY AP J9J SMI 520' DIAHLGRREN ' Jl 1111 \TL7LpO1WT. ��' V i]E�li V IN,p99a9e,.a I Schoell & MW Madson, Inc. lee Test......... .sof WNngEMve •553Ti1525 -. X6 up5DX69�5 MARKET STREET STATION ■ SHEET TITLE CIVIL DETAILS S PREPARATION m yew n By NY #62W)-005 a® ec vNl 0C10BER 3. 20025 0 I] ■ SHEET k ■ C 4 CONSULTING PLLNNf]6 L NOSCAI E MCNTT°CI3 300 FORST ATENLIE NORTH 6ORE zea YLNNEAPOW YN 55001 612 338 3300 -. - EROSION CONTROL PENCE - TYPE I . FtM6 > s Cv>M Oa. YMa !o M ewmtl ti ptlo. 9e]• EROSION CONTROL FENCE - TYPE 3 CITY OF CBAN$ASSBN FEN QIP 2-97 n.a .�. 50^ PL vMRABLE 1WN tE 1VvARFS 1iD�n6mIROEA=Y T. rCC CURB T T R TTPKAL I ] BRWMS iY1F u.FA100550-- 6' CLASS 5 RAY CRUSHEo) COW CdyPACTEO SUBGRAOE — PER SOL EIIONFEA NOTES, ,. SI!oWOvs L> b CPTNIM atl rt.lne0 mth 3 .1 tM eN z.z cmvzle > A. M.YI vopT R z yes 100% -.1.11u1. e.xvR.. Zwc 3 ,Hi. m. mY.m,me ..w:N.!mRa. oBBEYen Ntiv may oe .w+ae BIPe!b9 m enlnq aA-yPM soi cvlitYnv . Bilumiw. bWa rrq rol 6. mrsWcle! On una.ilaNs xh xe emle metmLL Naf bl v ageic via db.M CITY OF BITUMINOUS CAAN$ASSEN TRAIL '++a.;Ja] 53!6 5216 IS* INT NEM z- BIT BAY HC OR — PRECAST CONCRETE AOJIISTWG MNGS �6" THI" CON[GET C m NOTES 2 -PIECE COWR PoYR PoNGS ARE NOT ALL0NE0 BIT. WEAR COURSE ADJ. DETAIL (STING SNALL SE NEENAN IR -1642 OR } E30q AND SNAIL INCLUDE YLf YAUNG rvARR;S SEF CHART PE LIDS STAMPED SANTART MWR OR r Oi %WR AS AP WHAM NIMNO TI — INCEALFO PIOt HOLES BIT BAY OR BIRDER IN (2-2'j 401 GS ANO A%._(3-4) ADJ. RML$ NOPE OR -2 RMG 'MIH PRECAST CCNCRE j7rk ORTOR - Oz-) ADJUSTING MNGS 22 6' TNN% CMCAETE C0.LM BIT BASE OR BINDER COURSE ACJ. DETAIL NOTES: I. PRECAST CONCRETE QXSTAG MNGS SHML BE BEDDED MTH 1/4- TO 1/3 MCRTAi 2 HDPE AD.RISPNG MNGS SNALL BE BEDDED "TN YALANT MANUFACTURED Br LAOTI CN INC. OR MPROWO EWAL CITY OF CEANBASSEN DEN SHAPDLOW AN UBAIV __ ___ - _ Psroxirzl 9--�_ Schoell & Madson, Inc. E..Y.. ... •......Y. •..Y. f.. T..I Y. •E..Y.. e..l... n.Y.. !SA]w..ur�Bo w 1.,.6YV6lM9t. R]U415]5 i+eeC 45D SaBI®' -.r.c OSD iG69J65 MARKET STREET STATION ■ SHEET TITLE ■ CIVIL DETAILS ■ PREPARATION ■ puln n: By No . 62507-005 tlNl]® K- one OCTOBER 3, 2003 ■ SHEET N ■ CC —m—OUTING —P�NERS— LANDWAP DNSULTR]ANDWAPE ARCHITECTS 300 FTRST AVENUE NORTH SUITE 210 ONNGPOYS. MN 55401 612 M9 3300 Market Square Development Summary Weekday Shared Parking Scenario September 17, 2003 PHASE New/Expanded Uses S.F. GLA. Spaces/1000 Spaces Needed S.F. Day Night Restaurant/Coffee Shop 3,000 sf 10 day 30 15 1 story 5 night Restaurant w/bar 5,000 sf 10 day 50 100 1 story 20 night Bank/Retail (IS` floor) 21,665 sf 4 day 165 42 Office (2°d floor) 19,565 sf 1 night Cinema 1351 seats .02 day 27 270 .2 night Frontier Lower Level Fitness Center 11,000 sf 3 day 33 33 3 night Dance Studio 5,000 sf 1 day 5 15 3 night Office 4,000 sf 4 day 16 4 1 night Park & Ride (existing) 120 day 120 0 0 night Total Needed Phase I 446 479 Reconfigured parking 421 421 lot New east parking lot 105 105 Total Parking 526 526 Provided Phase H Potential Frontier Addition (Phase 25,000 sf 4 day 100 25 H) office/retail 1 night Total Needs Phase II 551 526 Note: All square footage and parking counts are approximate CITY OF CHANHASSEN RECEIVED JAN 18 2008 CHANHASSEN PLANNING DEPT SCANNED Carver County GIS Mapping Application Legend COW FAId W MPOP aUwFAW Map Created on: w COrw 1-15-2008 /✓ Te"►"� Carver rn� /✓ 0qb' County 7��� AM1467- L� VD, r/ ww Wes Panels Caasaas This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. r ( -},2�ef pu4k,v.7a I r tech�tJl r�C L d A r,,sS . -mks 1 P a r� Q ei ✓vi : It W r E v W _ u a 2 COD Yr QO �e a W iii N 6°W. h - EM W _ u a W of g W i W W FSE Bey r: �f0 R'm OLLf U � N� 9.Re of r_ Z m L O N n x Market Square Development Summary Weekday Shared Parking Scenario September 17, 2003 PHASE New/Expanded Uses S.F. GLA. Spaces/1000 Spaces Needed S.F. Day Night Restaurant/Coffee Shop 3,000 sf 10 day 30 15 1 story 5 night Restaurant w/bar 5,000 sf 10 day 50 100 1 story 20 night Bank/Retail (I" floor) 21,665 sf 4 day 165 42 Office (2°d floor) 19,565 sf I night Cinema 1351 seats .02 day 27 270 .2 night Frontier Lower Level Fitness Center 11,000 sf 3 day 33 33 3 night Dance Studio 5,000 sf 1 day 5 15 3 night Office 4,000 sf 4 day 16 4 1 night Park & Ride (existing) 120 day 120 0 0 night Total Needed Phase I 446 479 Reconfigured parking 421 421 lot New east parking lot 105 105 Total Parking 526 526 Provided Phase H Potential Frontier Addition (Phase 25,000 sf 4 day 100 25 II) officetretail 1 night Total Needs Phase 11 551 526 Note: All square footage and parking counts are approximate SCANNED Market Square Development Summary Weekday Shared Parking Scenario July 25, 2003 PHASE I Note: All square footage and parking counts are approximate SCANNED 300 FIRST AVENUE NORTH SUrrE 210 MINNEAPOLIS, MN 55401 PHONE(612)339-3300 FAX(612)337-5601 Spaces Needed New/Expanded Uses S.F. GFA. Spaces/1000 S.F. Day Night Restaurant/Coffee Shop 3,000 sf 10 day 30 15 1 Story 5 night Restaurant w/bar 5,000 sf 10 day 50 100 1 Story 20 night Bank/Retail (1" floor) 22,600 4 day 174 44 Office (2°d floor) 21,000 1 night Cinema 1100 seats .02 day 22 220 .2 night Frontier Lower level 20,000 sf 4 day 40 20 2 night - Fitness Center 11,000 sf 3 day 33 33 3 night - Dance Studio 5,000 sf 1 day 5 15 3 night - Office 4,000 sf 4 day 16 4 1 night Park & Ride (existing) 120 day 120 0 0 night Total Phase I 450 432 Total Phase II Frontier 25,000 sf 4 day Addition officehetail 1 night 100 25 Total 550 457 Spaces Provided 422 422 New Dinner Theatre South 110 110 Parking Total 532 532 Note: All square footage and parking counts are approximate SCANNED 300 FIRST AVENUE NORTH SUrrE 210 MINNEAPOLIS, MN 55401 PHONE(612)339-3300 FAX(612)337-5601 jAN. 4.2008 8:57AM KA REALTY COMPANY NO.5339 P. 4 EXfliBTT E SIGN CRITERIA MARKET STREET STATION CILAUNMASSEN, MINNESOTA SIGN CRITERIA FEBRUARY 2005 TO HE ATTACHED TO AND BECOME A PART OR THAT CERTAIN LEASE AGREEMENT COVERING SPACE INTHE MARKET STREET STATION SHOPPING CENTER SCANNED JAN. 4, 2008 8:57AM KA REALTY COMPANY NO. 5339 P. 5 L OSE A. Purpose 1. The purpose of this sib ctitetia shall regulate the approval, installation and Diacement of Lenar t sigaageat Market Street Station Retail Building to promote the health safety, ae54erics: environment, economics and gennrl welfare of the shopping center and the community 2. Although previous andcurrent signing practices of the Tenant will be considered, they will not govern signs to be installed at Market Street Station Retail Building. 3• Landlord may adopt or revise any sign criteria governing desip and placement ofsiguage upon the Retail Building zr any time, which Tenant shall abide by. 4. The furnishing and installation of a sign and the costs incurred shat l be the responsibility of the Tenant Sign construction is to bo- completed in compliance with the instructions contained within this criteria. 5. Each Tenant will be required to identify his premises with a sign (s). APPROVAL PROCESS A. Procedure for Obtaining Signage Approval 1. Tenant shall submit three (3) sets of drawings and specifications for its entire proposed sign wotic to the Laitdlord. The drawings shall clearly show locations of the sighs on the cKterior and interiorelevations, graphics, colors, consttucrion details and installation methods, including fastening devices. 2. The Landlord shall Tebira or e (1) set of dratvittrrs, as sono as ,possible, to the Tenant. The dmwinV wild be markedei,her `Approved" "Approved with Laudlord ':�fodificadotu", or "Disapproved'. Sign drawings that have been "Approved with Landlord Modifications' areto be returned to the Landlord bearing Tenant's approval or are to be redesimed and resubmitted for Landlord's approval within seven (7) da}s of rarapt by Tenant. Sign drawings that have bmn "Disapproved" are to be redesigned and resubmitted to the Landlord for approval, also within seven (7) days of receipt by tenant. 3. Appraval,of store design drawings or working drawings and specifications for Tenant's leased premises DOES NOT constitute approval of any sign work Landlord's written approval of Tenant's sign drawings and speciScations is requited. 4. Tenant shall submit "Landlord Approved'' sign drawings) to the City for review and permiL TO BE ATTACHED TO AND BECOME A PART OF THAT CERTAIN LEASE AGILEEh4ENT COVERING SPACE IN THE MARKET STREET STATION SHOPPING CENTER. JAN. 4. 2008 8:58AM KA REALTY COMPANY NO. 5339 P. 6 EXTERIOR SIGN CRITERIA A. General Criteria 1. Tenant signs shall be stere identity sips crdy, and V.,M be limited to the proper name and major product =61or service provided therein. 2. Each Tenant Mill be allocated an area on the exterior elevation of the Building to which the Tenant may attach a sign. Exact placement of your sign will be determined by the criteria set forth herein and by the owner of theBuilding. B. Exterior Sign OTenant sign shall be iecared within siga band provided on front of leased space. Sign shall not exceed 30" high by SO% of length of leased space and must maintain at least 18" clew-ance frorn lease line. 2. Stacked letters will be allowed with the maximum size of letters bein;, and necessary space between letters, not to exceed 36". 3, Maxim= letter height of sign to be located above awnings gill be ?-F" hish. 4. The use of logos, shields. etc. will be permined at Landlord's discretion and contained entirely within the sign area with a maximum height of 36'. 5, Face, trim -cap and letter mnan colors ate determined by tenants. 6. Landlord will provide two freestanding signs. Space on these two signs will be allocated to tenants at Landlord's discretion. Faces shall be .080 aluminum with watex jet cm out lelers and backed up by black or white acrylic. Cost of the sign faces will be tenant's responsibility. 7, Internally iiluminatedletteers to follow these specifications: Raceway to be maximum of 8" deep and painted polar white to match building color. b Letters to be 5' deep and constructed of .060 aleutinum primed and painted color of tenant's choice subject to Landlord's written approval. c. All letters are to be of welded constructions, caulked and drain holes placed in bottom of letters. d, Faces are to be 3116" thick acrylic with 1" Jewelite trim -cap for mounting. Color of faces is subject to Landlord's approval e. Letters are to be internally illuminated. Ptefwed method of illumination is by LED lighting. Option for neon lighting will be considered. f. All sign anaclurrents are to be non-cotzosive and painted to match building color. All extador signage to carry a U.L. listing with labels placed on raceway. TO BE ATTACHED TO AND BECOME A PART OF THAT CERTALN LEASE AGREEMENT COVERING SPACE IN TETE MARKET S7RE$'1' S'T'ATION SHOPPING CENTER JAN. 4. 2008 8; 58AM KA REALTY COMPANY NO. 5339 P. 1 PROHMITED SI('Ne A. Prohibited Signage :. Moving or rotating sits. 2. Signs employing moving orilashing lights. 3. Sigas, lettors, symbols or idend5cadons of any, naluto painted direezly on any exterior surface of the building. 4. Cloth, wood piper or cardboard sig=, stickers, decals or painted signs around or on exterior surfaces (doors and(or windows) of the premises. 5. Signs employing noise making devices orcomponents. 6. Cabinetsigas. 7. Freestanding signs. 6. Roof top signs, 9. Signs exhibiting acmes, stamps or decals of sign manufarrurer or installer artless displayed on the cdge of the sign or return and is not larger tl= 3" TO BE ATTACHED TO AND BECOME A PART OF THAT CERTAIN LEASE AGREEMEINT COVERING SPACE IN THE MARKET STREET STATION SHOPPING CENTER. SAN. 4. 2008 8:58AM KA REALTY COMPANY .040 ALUMINUM RETURN& TRIM CAP LED lira-mNG SH6'` FLEX FACE LCW VOLrAGg TRANSFORMER ALL WEMED CONSTRUCTION CAULKED & SPAUD ---` DRAIN HOLES IN BOTTOM OF LErrER _ AND RACEWAY N0, 5339 P. 8 .OS$ ALUMINUM LETTER BACKS CAC UL RATED LETTER CONSTRUCTION NO SCALE .063 ALUMINUM RACEWAY 3/81• LAG BOLTS AND ANCHORS 120 SUPPLYT BY ELEGfRiCAL CONTRACTOR TO SE ATTACEED TO AND BECOME APART OF THAT CERTAIN LEASE AGREEMENT COVERING SPACE IN THE N"J=SjR8ET STATION SHOPPING CENTER JAN. 4. 2008 8:59AM KA REALTY COMPANY N0.5339 P. 9 .040 ALUMINUM RETURNS TRIM CAP NEON TUBE 31161, PLEX FE FACIE ALL WELDED OONsTRUCTIoN CAULKED S SEALED DRAIN HOLES IN SOMM OF LETTER _ AND RACEWAY .063 ALUMINUM LETTER RACKS TYPICAL UL RATED UE -MR CONSTRUCTION NO SCALE .03 ALUMINUM RACEWAY 120 POLY SUPPLY BY ELECTRICAL COWMACFOR TO BE ATTACHED TO AND SECOW A PART OF TITAT CERTAIN LEASE AGREEMENT COVERING SPACE IN THE STREET TATCON S P ING CINTER. JAN. 4. 2008 8:59AM KA REALTY COMPANY NO. 5339 P. 10 EXHIBITS (Continued) SIGN CRITERIA Upon Lease IerminatioNexpiradoo, all TemM's sigiage sha1L be removed from the premises at Tenants sole cost: signage on the fascia of the bwlditg shall be mmoved, holes caulked and any pyloWn'Oriwnent panels shall be replaced with blank panels. TO BE ATTACHED TO AND BECOME A FART OF THAT CERTAIN LEAS$ AGMMENT COVEl;{ING SPACE IN THE MARKET STREET STATION SHOPPING CENTER �` ' MARKET STREET STATION ,' CHANHASSEN, MN x ;" x s-Cay-�5'f1wwa.y .� 1 4.w s c TYPE "i _..ild d,a� Ye+ti„-ar _ ,,r- -Rt;-fir ):: Fi K ].a W/18" FACTORY COT BRACKET 8. 641.10' Cord kit with 4: T7 35W SOW NPS -MED 190 strain relief GAR 603 10' Cord kit witn '/i Red Glow Ring GO Black strain relief 41 41 PR 646 10' Coiled Cord kit GRB lOW HPS-ME 120,208 41C Red '/i strain rellet Biue Glow Ring G1 White 41C Green .,;,; � tas• 10OW MH -MED• 940,277 41L Blue 6404.' Stemrsrountingkilfor G2 Red 41CAmber 640'l: 'le" or'/: stem GRT 150W MP -MEDT 41C Opal Tangerine Glow Ring 642'1." Stem aligner kit for 642'1: 7s' Or Y. Stem G3 Yellow 194908 Sfax h" Steel Condull Stem OC 175W MH -MED 41L -PR 57xx'1.- Schedule 40 N.P.T. Octagon Box 64 Blue 24D,277 41LC Opal x (: Denotes Stem Lengthnnl mounting 480 1168 05 Green 5T 44 Wire Guards: 1208 9W (2 -Pin twin 120,977 42 -PR SC.GN23-SPA See page 7 for G6 Brown tube) 42C Red appropriate sizes 6 5168 42C Green SC-GN48-SPB Paltnumbers. Of 42C Blue 5206 G7 ve '/i 13W (2 -Pin 190,217 42C Amber SC-GN30-SPC quad tube) 42C Opal Cast 1/i QT 9148 W Dark Bronze SC-GN24-SPD Cylinder Guard s: See page 8 for 9168 �, (2 -Pin MO SC-GH40-SPE appropriate sizes CZ quad tube) GG6 and part numbers. 9188 fig S{Ivadlllo AG10 PG10 SC-GN56-5" 9bW OT - 32W 32W (4 -Pin 120,277 SC-GN325 SRN and ARN poles: G10 Dark Green t '/; Only Page 15 for • tube) b¢) •Lamb SC-GN44-SPH W edfiw0ons, silts Enclosure and part numbers. G11 Copper Required SC-GN18-SPI 012 Brushed SC.GN95-SP1 Heritage Series Ak:minum Nostalgic poles: SC-GH10-SPR See page 14 for Note: Custom tRequires specifications, sizes colors or color EN 17 base SC-GN4I-SPP and part numbers. matching MP st services are amp for u SC-GN37-SPUW available. in open fixtures. CUT TO IV LA W With Lamp ` 4s See page 28 for lamp soecifications. See pages 12 and 13 for descriptions and sizes. SELF BALLASTED DOME 5168 175W 16" 13'1.' 5208 175W 20' 1 14" Integrally ballasted IMures evaflabfe for metal halide, high preswre sodium or compact fluorescent lamps See page 46 for ordering guide. SELF BALLASTED DOME • T1�a r s--_sh""Si.:'p �.. 1168 175W • 16" 13- 120B 17 SW 20' 114"1.- Integrally 14=1:Integraly ballasted fluves avallable for metal halide, high pressure sodium or compact fluorescent lamps See page 26 for ordering guide. SELF BALLASTED CONE � 0, =75w ffl 9148 9140L 300W 14" 16' 9168 I 175W 1 16" 17" 9168 I 175W 1 20' 1 19' Integrally ballasted fixtures ava_'ab:e for metal halide, high pressure sodium or compact fluorescent lamps See page 26 for ordering gultle. DOvINLIGH? 3/2 -OB 9140L 300W 14 13'6" 9160L 30OW 15" 15`1." 918DL 30DW 18' 17-1.' 944DL 300W 24' 1896" Medlurn base standard. Mogul on Request 18" UPLIGHT 1918UL I 30OW" I is 11T/i Medium base standard. Mogul on requezL YARD LIGHT �li��'rw;i°,«t_ • sem"/%=-_ 1250 1 100W 1 12' �1 '/i X 12-1 Powder coa[etl. Includes arm and wall plate Medium base only. 901 ISLAND LIGHT -CL:;':n�'al x901 '.: .100W � 40' 18" Sandy cast aluminum housing Rb aver 2" pipe, 21/: O.D. locked v4th 3 set screws- Includes pdsnaBc glassglobe. Muninum reflector, Powder coated. Medium base only. 902 ISLAND LIG" T ,- ; 1 904 100W 47" 17" 1 SWidy cast aluminum housing Rts over 2' pipe, 4'/: O.D. locked with 3 setscrews. includes pris iatIcgWm globe. Aasnimrm reflector, Powder coated. Medium base only. OE .=.^.Ir- 4- octagon box mounting reflector supplied with pigtail leads and medium base socket. 3/2 -OB I 100W 1 12' 6' 314-081 150W 14" 6'6 316-08 400W 4- octagon box mounting reflector supplied with pigtail leads and medium base socket. SC-GN40-SPE3 I � v n+xw (I f NPT 1 OPTION, HMTG SC-GN32-SPE3 F%:i. j Recessed box mounting. :application. i �i-CAST WALL PLATE X", SET SCREWS ..RECESSED wwNG 6CX CANOPY s RM= & wnw SET 6CAEW `Surface box mounting application. OPTIONAL SURF -ACA BOX Na SCS CAST 'WALL RATE - r scgEr4s / CoNDIAT BY 0T8iS i I Mounting detail � oO�Wa i:v^W TO SPECIFY GOOSENECK PIPE BRACKETS 5c GN4451`113 U. G1 w tc G22ea G3 YCPow G7 BWe G5 Green 11TMG 67 Ycrai5ri5 SCM GE Dark Irc SC4 G951114fllko GO Dark Greer k.lA Gil Copper 612 Bruffied AWrT GN30-SPC3 34- G1424-1;PE3 14' GNCo-SPES 314' GN36.9F3 3N' GN32-SPG3 3N' GN2t.SPA314- GN16-SPO 14' N2 G5-51`13 34 GN1G-SPIt3 1P "41-SPP3 14' le /�� 5930 Brooklyn Boulevard BKBlY1 = Minneapolis, MN 55429-2518 ENGINEERS = (763) 843-0420 Fax: (763) 843-0421 E-mail: bkbm@bkbm.com HYDROLOGY FOR JIMMY JOHN'S CHANHASSEN, MN JANUARY 18, 2008 EXISTING SITE DESCRIPTION: The existing site is located in Chanhassen, Minnesota at the Market Street Station development. The site is specifically located in the northwest comer of the Market Street Station development, near the north drive entrance, off of Market Boulevard. EXISTING SPIE DRAINAGE CHARACTERISTICS: Table 1 briefly summarizes the ground cover characteristics and drainage routing of each numbered drainage area. Currently the drainage on the site sheet flows to catch basins in the parking area of the Market Street Station development. Table 1: Existing Site Drains a Descriptions Drainage Hydrologic Soil Gro Curve Number C Grass Areas Description Drainage Routes to: Area No. C 98 1 Rough graded site to be Sheet flows to catch basins in the developed Market Street Station development EXISTING SITE DRAINAGE FLOW RATES: HydroCAD using the NRCS Method of Abstractions was used for the existing site hydrologic study, modeling with Type II, 24-hour rainfall events for Carver County, Minnesota. Table 2 lists the derived curve runoff numbers for each cover type. Table 2: NRCS Hydrologic Soil Group and Runoff Curve Numbers Ground Cover Type Hydrologic Soil Gro Curve Number C Grass Areas C 72 Paving/BldgPaving/Bldg Roofs C 98 Peak runoff computations were done for the 2 -year, 10 -year and 100-year/24-hour return period rainfall events (refer to Table 3). The weighted curve number for each drainage area is based on a weighted average of each area of ground cover type as listed in Table 2. Time of concentration was estimated to be 5 minutes. Peak HydroCAD runoff computations are summarized in Table 4 and are included as an appendix to this report. '-[TY OF cHANHASSF°. RECEIVFD BKBM ENGINEERS An Equal Opportunity Employer JAN 18 2008 ',HANHASSEN Pt ANNING DF.P- *CANNED Table 3: Carver County 24- hour Duration Storm Events for Each Return Period inches 2 -year 10- ear 100- ear 2.75" 4.20" 5.95" Table 4: Summary of Peak Runoff Rates: Existing Drainage Areas Drainage Area No. Carver County 24-hour Storm Events Peak Runoff Rates Drainage Routes to: 2 -year 10 -year 100 -year cfs cfs (cfs 1 0.20 0.51 0.94 Total 0.20 0.51 0.94 PROPOSED DEVELOPMENT DESCRIPTION: New construction on the site is to consist of an approximate 1,500 square -foot Jimmy John's restaurant, sidewalks, and plaza area. The new construction would increase the impervious area on site from 73 square -feet to 4,146 square -feet, an increase of 54%. PROPOSED SITE DRAINAGE ROUTING: Table 5 gives a brief summary and routing of the proposed drainage patterns on site. Table 5: Proposed Site Drainage Descriptions Drainage Description Drainage Routes to: Area No. Proposed building roof, sidewalks Sheet flows to storm sewer system in I the Market Street Station development plaza via yard drains and a roof drain lead PROPOSED SITE STORM WATER TREATMENT AND RATE CONTROL: It is the understanding of BKBM Engineers that the Market Street Station Master Plan has accounted for this development in their storm water treatment and runoff rate control design. Due to this, treatment and rate control are not part of the Jimmy John's project. Table 6 summarizes proposed runoff rates for the site. Table 6: Summary of Peak Runoff Rates: Proposed Drainage Areas Drainage Area No. Hennepin County 24-hour Storm Events Peak Runoff Rates I -year/ 2 -year (cfs) 10 -year 100 -year (cfs)(Cts) 1 0.46 0.85 1.32 Total 0.46 0.85 1.32 The proposed HydroCAD computations for runoff rates indicate an increase in storm water runoff rates for the proposed site when compared to existing conditions. Table 7 summarizes the runoff rates for existing and proposed conditions. Table 7: Comparison of Peak Runoff Rates: Existing vs. Pro osed cfs I -year/ 10 -year/ 100 -year/ Condition 24 -hr 24 -hr 24 -hr Existing 0.20 0.51 0.94 Proposed 0.46 0.85 132 1S (2S Existing Proposed Subcat Reach A Link Drainage Diagram for 08170 - Jimmy John's (Existing & Propose Prepared by BKBM Engineers, Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 © 2007 HydroCAD Software Solutions LLC 08170 - Jimmy John's (Existing & Proposed) Type 11 24 -hr 2 -year Rainfall=2.75" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 2 Time span=0.01-28.00 hrs, dt=0.01 hrs, 2800 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchmentl S: Existing Runoff Area=7,516 sf 0.97% Impervious Runoff Depth=0.66" Tc=5.0 min CN=72 Runoff --O.20 cfs 0.010 of Subcatchment2S: Proposed Runoff Area=7,516 sf 55.16% Impervious Runoff Depth=1.45" Tc=5.0 min CN=86 Runoff=0.46 cfs 0.021 of Total Runoff Area = 0.345 ac Runoff Volume = 0.030 of Average Runoff Depth = 1.06" 71.93% Pervious = 0.248 ac 28.07% Impervious = 0.097 ac 08170 - Jimmy John's (Existing & Proposed) Type If 24 -hr 2 -year Rainfall=2.75" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 © 2007 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1S: Existing Runoff = 0.20 cfs @ 11.97 hrs, Volume= 0.010 af, Depth= 0.66" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.75" Area (sf) CN Description 7,443 72 73 98 7,516 72 Weighted Average 7,443 Pervious Area 73 Impervious Area Tc Length Slope Description 5.0 Direct Entry, Subcatchment 1S: Existing Hydrograph ❑ Runoff 0.2 Type II 24 -hr 2 -year 0.1 0.18 Rainfall=2.75" an 0.16 , Runoff Area=7,516 sf 0.15. 0.14 Runoff Volume=0.010 of 012 Runoff Depth=0.66" a 0.11 Tc=5.0 min 0.09 n nn C N=72 2 4 6 8 10 12 14 16 18 20 22 Time (hours) 08170 - Jimmy John's (Existing 8r Proposed) Type 11 24 -hr 2 -year Rainfall=2.75" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 2S: Proposed Runoff = 0.46 cfs @ 11.96 hrs, Volume= 0.021 af, Depth= 1.45" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 -year Rainfall=2.75" Area (so CN Description 3,370 72 A A Al AA 7,516 86 Weighted Average 3,370 Pervious Area 4,146 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f /ft) (f /sec) (cfs) 5.0 Direct Entry, Subcatchment 2S: Proposed Hydrograph ❑ RunoH 0.48- o a6 c's 0.46- 0.44 - Type II 24 -hr 2 -year 0.42 0.4 Rainfall=2.75" 0.36 Runoff Area=7,516 sf 0.34- 0.32 Runoff Volume=0.021 of 0.3 028 Runoff Depth=1.45" 3 0.26 -2 ° 0.24- 0.22- Tc=5.0 min 02 0.,8CN=86 - 0.16- 0.14-. 0.12' 0.1` 4 6 8 10 12 14 16 18 20 22 24 26 28 Time (hours) 08170 - Jimmy John's (Existing & Proposed) Type // 24 -hr 10 -year Rainfall=4.20' Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HvdroCAD Software Solutions LLC Pace 5 Time span=0.01-28.00 hrs, dt=0.01 hrs, 2800 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentlS: Existing Runoff Area=7,516 sf 0.97% Impervious Runoff Depth=1.60" Tc=5.0 min CN=72 Runoff --0.51 cfs 0.023 of Subcatchment2S: Proposed Runoff Area=7,516 sf 55.16% Impervious Runoff Depth=2.73" Tc=5.0 min CN=86 Runoff=0.85 cfs 0.039 of Total Runoff Area = 0.345 ac Runoff Volume = 0.062 of Average Runoff Depth = 2.17" 71.93% Pervious = 0.248 ac 28.07% Impervious = 0.097 ac 08170 - Jimmy John's (Existing & Proposed) Type lI 24 -hr 10 -year Rainfall=4.20" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 1 S: Existing Runoff = 0.51 cfs @ 11.97 hrs, Volume= 0.023 at Depth= 1.60" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description ' 7,443 72 73 98 7,516 72 Weighted Average 7,443 Pervious Area 73 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: Existing Hydrograph 0.51 1 i� Type II 24 -hr 10 -year 0.45 Rainfall=4.20" 0.4 Runoff Area=7,516 sf 0.35-1 1 NI Runoff Volume=0.023 of 0.3Runoff Depth=1.60" 0 0251 Tc=5.0 min Q 0.1 2 4 6 8 10 12 14 16 18 20 22 24 26 26 Time (hours) ❑ Runoff 08170 - Jimmy John's (Existing & Proposed) Type 11 24 -hr 10 -year Rainfall=4.20" Prepared by BKBM Engineers Printed 1/17/2008 HydroCADO 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 2S: Proposed Runoff = 0.85 cfs @ 11.96 hrs, Volume= 0.039 af, Depth= 2.73" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 -year Rainfall=4.20" Area (sf) CN Description 3,370 72 4,146 98 7,516 86 Weighted Average 3,370 Pervious Area 4,146 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 5.0 Direct Entry, Subcatchment 2S: Proposed Hydrograph 0.85 Type II 24 -hr 10 -year 0.8. Yp Y 0.75- Rainfall=4.20rr 065 Runoff Area=7,516 sf Runoff Volume=0.039 of 0.55 0.5 Runoff Depth=2.73rr c 045 04 Tc=5.0 min 0.35- CN=86 0.15 01 0.05 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Time (hours) ❑ RunoR 08170 - Jimmy John's (Existing & Proposed) Type 1124 -hr 100 -year Rainfall=5.95" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 8 Time span=0.01-28.00 hrs, dt=0.01 hrs, 2800 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentlS: Existing Runoff Area=7,516 sf 0.97% Impervious Runoff Depth=2.95" Tc=5.0 min CN=72 Runoff --0.94 cfs 0.042 of Subcatchment2S: Proposed Runoff Area=7,516 sf 55.16% Impervious Runoff Depth=4.36" Tc=5.0 min CN=86 Runoff=1.32 cfs 0.063 of Total Runoff Area = 0.345 ac Runoff Volume = 0.105 of Average Runoff Depth = 3.66" 71.93% Pervious = 0.248 ac 28.07% Impervious = 0.097 ac 08170 - Jimmy John's (Existing 8r Proposed) Type // 24 -hr 100 -year Rainfall=5.95" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 1S: Existing Runoff = 0.94 cfs @ 11.96 hrs, Volume= 0.042 af, Depth= 2.95" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=5.95" Area (sf) CN Description 7,443 72 73 98 7,516 72 Weighted Average 7,443 Pervious Area 73 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 1S: Existing Hydrograph ❑ Runoff Type II 24 -hr 100 -year Rainfall=5.95rr Runoff Area=7,516 sf Runoff Volume=0.042 of Runoff Depth=2.95" Tc=5.0 min CN=72 r- --------------- 2 08170 - Jimmy John's (Existing & Proposed) Type II 24 -hr 100 -year Rainfall=5.95" Prepared by BKBM Engineers Printed 1/17/2008 HydroCAD® 8.50 s/n 001655 @2007 HydroCAD Software Solutions LLC Page 10 Summary for Subcatchment 2S: Proposed Runoff = 1.32 cfs @ 11.96 hrs, Volume= 0.063 af, Depth= 4.36" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.01-28.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 -year Rainfall=5.95" Area (sf) CN Descriotion 3,370 72 4,146 98 7,516 86 Weighted Average 3,370 Pervious Area 4,146 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fUsec) (cfs) 5.0 Direct Entry, Subcatchment 2S: Proposed Hydrograph ❑ RunoH Type II 24 -hr 100 -year Rainfall=5.95" �j Runoff Area=7,516 sf �j Runoff Volume=0.063 of 1 Runoff Depth=4.36" Tc=5.0 min Time (hours) January 17, 2008 MEEETING MINUTES From: Steve Doughty Re: Prior Lake YMCA at Shepherds' Path PAI Project No. 85110-07206 Subject: Project Meeting No.4 Date: January 11, 2008, at YMCA Metropolitan Minneapolis (Downtown Offices) Present: E-mail Phil Nyvall YMCA pnyvall@ymcampls.org Anita Lancello Bydlon YMCA alancello@ymcampls.org Rob Howard Pope Associates rhoward@popearch.com Steve Doughty Pope Associates sdoughty@popearch.com Thomas LaSalle LaSalle Group Matt Jensen Dunham Jon Donovan Loucks Associates Paul Kangas Loucks Associates Cory Casperson Clark Engineering Corp. Paul Holmes Pope Associates Erica Larson Pope Associates Dan Klecker Pope Associates Ben Ptacek Pope Associates Edward Ueda Pope Associates Association Abbreviations: YMCA YMCA LSLL LaSalle Group, Ltd. SHEP Shepherds Path, LLC SUN Sunde Land Surveying LCKS Loucks Associates CPL City of Prior Lake PAI Pope Associates Inc. tomlasalle@lasallegrp.com matt.iensen@dunhameng.com Idonovan@loucksassociates.com pkangas@loucksassociates.com ccasperson@clark-eng.com phoImes@popearch.com elarson@popearch.com dklecker@popearch.com bptacek@ popearch.com eueda@popearch.com The following memorandum is submitted as representative of the items of Information exchanged, actions agreed upon and discussions that took place. If no exceptions are received by Pope Associates Inc. within five (5) days of issuance of the memorandum, then it shall be deemed all are in agreement with the contents of the memorandum. Pope Associates Inc. 1255 Energy Park Drive I St. Paut, MN 551o8.5118 Main (6511 642 0200 1 Fax (65n 642-1101 www.popearch.com Prior Lake YMCA at Shepherds' Path Project Meeting No. 4 January II, 2008 Page 2 of 3 Review of Schedule Info. 4.01 A summary of the milestone project dates are as follows: a.) PAI to provide current schematic, plants, and site plans to Phil Nyvall, no later than Friday, January 18, 2008, for inclusion into contractor RFP submittal. W General Contractor RFP -will be issued by YMCA during the week of January 21, 2008. c.) City Submittal -Major Amendment to PUD - Feb. 11, 2008 (City Submittal for Administrative Subdivision to be submitted coincidentally). d.) Commence Design Development - March 10, 2008. e.) City Submittal for Final PUD - April 12, 2008. Info. 4.02 Next review meeting is scheduled for 2:30 pm, Friday, January 18, 2008, at the Minneapolis YMCA (downtown) location. This will be the regularly scheduled meeting day/time until further notice. Site Related Issues Info. 4.03 An updated draft of the YMCA land parcel was distributed on January 15, 2008 to all parties Info. 4.04 The updated existing conditions site survey has been received and was distributed to all parties. PAI/LCKS 4.05 The YMCA site design will include a continuation of the existing fire lane. This will require a redefinition/relocation of the easement that is currently placed on the YMCA site locating the future fire lane paving. PAI/LCKS 4.06 Heavy-duty pavement section will be required at this fire lane to accommodate fire equipment. It was confirmed at the City that a portion of this fire lane will be located directly on the 100 -year high water line. The project will include a retaining wall to achieve this due to the grade change. The retaining wall (heights dependent on finish grades) will be a maximum of 2'-11" to avoid being defined as a building element. The fire lane will be approximately 12'-0" wide and an additional retaining wall will be required at the northern edge of the fire lane to accommodate larger play areas for the proposed YMCA. PAI/LCKS 4.07 The site design must address a school bus drop-off and will adequately address turning radiuses at existing landscape islands. Info. 4.08 It was confirmed that a traffic study will not be required for this project as per discussions between Anita (YMCA) and City representatives. Info. 4.09 Anita (YMCA) will obtain parking use studies from similar sized YMCAs, by February 4, 2008. Info. 4.10 The concept plans propose a shared use utility service area, currently located at the northwest corner of the existing building. The size of this area and equipment requirements are to be confirmed with mechanical and service functions for the building. It is estimated that there will be weekly deliveries of miscellaneous building support materials for the building occurring at this location. DUN has been asked to provide initial space requirement for transformers or any other equipment that will be placed at this location. Prior Lake YMCA at Shepherds' Path Project Meeting No. 4 January II, 2008 Page 3 of 3 Info. 4.11 Current plan square footage, as reflected on the concept plans: • 27,000 sq. ft . ...................... I' Floor • 20,000 sq. ft ...................... 2e° Floor • 8,000 sq. ft .......................... I" Floor Future Expansion • 5,000 sq. ft .......................... tad Floor Future Expansion • 60,000 sq. ft ........................ Total sq. ft. (as requested within PUD Amendment) Info. 4.12 Phil Nyvall (YMCA) is preparing a RFP for general contractor selection. This will be sent out no later than the week of January 21, 2008. PAI will provide concept design documents for that submittal. It is estimated, based on the schedule, by the first week of February, 2008, that general contractor interviews will be held. Building Design Info. 4.13 PAI will coordinate appropriately timed review meetings to ensure that the design documents are accurately defining all material design detail approvals and shop drawings as they relate to finish colors, locker types, toilet partitions, etc. This effort is to avoid any discrepancies during the submittal review and construction process. Info. 4.14 PAI will contact Fabcon regarding the possible incorporation of their structural panels to be used on the project. It is unintended that the Fabcon panels will not be used as an architectural finish panel; only to be used as a structural panel with an applied veneer finish on the exterior. Special attention will be paid to electrical conduit, utility connections that will be required within the panel as we proceed with the design process using this precast panel system. G:\85110\07206\Corr\Meeting Minutes\Project MeeNng#04_0i-u OsAm MARXET STREET STATION -> CHANHASSEN, MN TYPE - :16a -G9 -3{P ]CHPS-1�-120V-SC-GH3]-5113-Gg - W/18" FACTORY COT BRACKET GO Black G5 Green 35W SOW HPS-MED 120 / PET'10' O] 411 -PR 41C Red 641 10• Cord kit with 'i: strain relief 643 Cord kit with '/: strain relief 645 10' Coiled Cad kit with '/; strain relief GRA Red Glow Ring GRB Blue Glow Ring �W HPS-ME 140,208 G7 White 9W (2 -Pin twin 120,277 41C Green SC.GN23-SPA See page 7 for 100W MH -MED' 240,277 41C Blue 64011.' Stemmounung Rule 42C Red G2 Red41C appropriate sizes 3 Amber Opal 640-: I. or'1: shelf GR7 42C Green 150W MP-MEOt41C part numbers. OT Tangerine Glow Ring 5168 42C Blue 64211: Stem aligner kit for 5208 G7 Ve 1/s' 13W 642'1: % a'!: stem 120,277 42C Amber SG -0430 -SPC G3 Yellow quad tube) 42C Opal Cast 9148 140,408 1/i� Sixx'/: Steel Conduit Stem « Cylinder Guards: 175W MH -MED• 4IL-PR STxs'1: Schedule 40 N.P.T. Octagon Box G4 Blue OT 9 277 41 EC (=Denotes Stem Lengthen) mounting 28W (2 -Pin 480 SC-GN40-SPE 1168 ( G5 Green ST 44 ' " Wire Guards: 120D 9W (2 -Pin twin 120,277 42 -PR SC.GN23-SPA See page 7 for tube) 42C Red appropriate sizes 3 42C Green SC-GH48-SPS part numbers. OT 5168 42C Blue 5208 G7 Ve 1/s' 13W (2 -Pin 120,277 42C Amber SG -0430 -SPC quad tube) 42C Opal Cast 9148 1/i� SC-GN24-SPO Cylinder Guards: GB Dark Bronze OT see page 8 for 9168 28W (2 -Pin 140 SC-GN40-SPE appropriate sizes quad GG6 u and part rmbers. 9188 69 Sllvaclllo AGtO PGfO SC -0456 -SPF 26 OT W (4 -Pin 120,877 SC -0432- SRN and ARM es: 010 Dark Green 42.a, triple I. Only Sec page 15 for ' tube) '(amp SC-GN24-SPM specifications, sizes Enclosure and Part numbers. Gil Copper Required SC-GNI8-SPI G12 Brushed SC-GN25-SP1 Heritage Series Nostalgic poles: Ak:mirum SC-GNIO-SPX See page 14 for tReWires specifications, sizes Note: Custom colors or Color EN 176&Se SC-GI441-SPP and part numbers. matching ser'hcts are la MP for SC-GNV-SPU available. :n open fixtures. NUT TO 1� 1a WiN lamp See page 28 for lamp specifications. See pages 12 and 13 for I descriptions and sizes. �— i CITY OFG ASSEN. _ JAN 18 2008 CHANHASSEN PLANNING DEPT SCANNED 1 SELF BALLASTED DOME 5168 W 175W 1 16" 13'/.' 5208 1 175W 1 20' 14" Integrally ballasted fixtures available for metal halide, high pressure solum or compact fluorescent lamps See page 26 for ordering guide. .SELF SALi.ASTED DGmE c� 1168 t75W 1208 175W 20" 14'/." Integrally ballasted fixtures available for metal halide, high pressure sodium or compact fluorescent lamps See page 26 for ordering guide. SELF BALLASTED COT J�C9�146'41175W 1 14" 16' 9168 175W 16' l7' 918B ' 75W 20' 19' Integrally oalies'.etl'utcres a a.Iab:e for metal halide. hgn presmre sodium or Compa _t fluorescent lamps See page 26 for ordering guide. DOWNLIGHT P,EFLE4TOi: W. 914DL300W 14' 1 Th - 916_ 300W 16' 15'/." 918DL 3DOW 18' 17t." 924DL 30DW 44' F8'T- Metfnm base standard- Mogul on Request 1V LIPLIGHT t` atlt .�@c1 i ale' . 918UL 1 300W 1 18' 1 17W Medium base standard. Mogul on request. YARD LIGHT 250 1 100W �I 12' I'h'X 12'1 Powder coated. Includes arm and wall plate Medium base only 901 ISLAND LIGHT Sturdy cast aluminum housing fits over 2- pipe, 2'/. O.D. locked with 3 set screws. includes prismatic glass globe. Alwrvnum reflector, Powder coated. Medium base only 902 ISLAND L1i-, i 902• 100W I 27 117' [1 Sturdy cast aluminum housing fits over 2" pipe, 21/: O.D. kicked with 3 set screws. Includes prismistic glass giobc. Aluminum reflector, Powder coated. Medium base only. OF j6RIES 312 -OB I WOW 12" 1 6- 314-08 1 1SOW 14" 1 6'A 316-08 200W 1 16" 1 7" 4- octagon box mounting reflector supplied with pigtail leads and medium base socket. SC-GN40SPE3 r FrRE Recessed box mounting.. a%perpplication. / 1 CAST WALL �� ODOSH�ECK 3/8.18 SET SCRIMS. . RECESS W*UNG Box Surface box mounting application. OPTIONAL SURFACE j CAST i WALL PLATE 00096ECC — 3/8-113 SET SCRE MS C@IDIAT BY OT!$iS i I Mounting detail 3 Jit —, o (2) HOLES 5/16 Ols_ I 0 POW TO SPECIFY GOOSENECK PIPE BRACKETS OPTIONAL SCDC �. CANoPY .V GNT3-SPAS 3/a' GO Biack- GN48-SP03 31P G1 White GH30-SPC3 314' GR Red _ - GNM1 SPD3 3/4' 63 Ye#o a r y _ GN40-SPD 314' G4 Slue GN56-SPr3 314' GS Green HTMG �� K GN32-SPG3 3/a' Gt Verdigris SCDC �4MM 1 GN24-SPH3 3/4' GBDark Br SC4 i GN18-SP73 3/4' 1 G9 SIIJetllllo Sl8 W GN45-SP13 3U' G10 Dark Greer MTH SET I GH10.SPK3 Ve G11 C." SCREW GNN-SPPI 3/4' G12 Brushed AluM,. GH37-SPD3 1 3A' I GVG.1,a,.ej 0 Last updated: December, 2007 MARKET STREET STATION Title File Index 1. Owner's Title Insurance Policy, 2. Quit Claim Deed (MSS & KAI) Recorded 3-6-07 (Doc. No. A 460028) 3. Easement Agreement for Wall and Roof Maintenance (Doc. No. 213638); 4. Easement Agreement in favor of Chanhassen Properties, LLC (Doc. No. 387167) - amended by Easement Agreement recorded as Doc. 432196 5. Site Plan Permit (Doc. No. 387164); 6. Agreement for Easement for Parking, Access & Passenger Shelter (Doc. No. 387169); 7. Drainage and Utility Easement (Doc. No. 387170); 8. Sanitary Sewer and Watermain Easement (Doc. No. 387171) - amended by Amendment (Doc. No. 466557); 9. Access Easement Agreement (Bloomberg Parcel) (Doc. No. 387172); 10. Temporary Construction Easement and Maintenance Agreement (Doc. No. 405624); 11. Easement and Maintenance Agreement (Doc. No. 422937); 12. Encroachment Agreement (Doc. No. 426721); 13. Site Plan Amendment 05-33 (Doc. No. 433925); 14. Mortgage (Doc. No. 394201); Partial Release (Doc. No. 432193); Loan, Note and Mortgage Modification and Assumption Agreement (Doc. No. 465985) - SEE BANK OF THE WEST LEGAL FILE FOR COPIES (Legal File No. 5394). CITY OF CHANHASSEN RECEIVED JAN 18 2008 CHANHASSEN PLANNING DEPT SCANNED s�oalulc- SI�Tl tIV1122 DOCUMENT TITLE: DOCUMENT DATE: NAMES: DOCUMENT CO -VER PAGE (Reserved for C Document N0. OFFICE OF THE A 387167 COUNTY RECORDER IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i�iniui�uu�uNli uiiiu! COUNTY, eA Filing Fee: $ O ck# 33835 Certified filed and recorded on 05-20-2004 at 04:00 ❑ AMti P/M uuiiii��..��u� CARVER COUNTY RECORDER/REGISTRAR OF TM ES #/S EASEMENT AGREEMENT THIS EASEMENT AGREEMENT ("Agreement") is made as of this ifs` day of a pr: l 2004, by and between MARKET STREET STATION, LLC, a Minnesota limited liability company ("MSS' and CHANHASSEN PROPERTIES, LLC, a Minnesota limited liability company ("CP"). RECITALS A. MSS is the owner of a certain parcel of land legally described on Exhibit A which is attached hereto and made a part hereof (the "MSS Parcel'); and B. MSS intends to redevelop the MSS Parcel by demolishing the existing structures and constructing a Retail/Office building and two (2) free standing restaurant buildings thereon with related parking, driveway and landscaping improvements (the "MSS Project"); and C. CP is the owner of a certain parcel of land legally described on Exhibit B which is attached hereto and made a part hereof (the "CP Parcel'); and �C, D. CP intends to renovate, and may expand, the movie theatre building currently located on the CP Parcel (the "CP Project"); and E. The MSS Parcel and the CP Parcel (individually, a "Parcel", or collectively, the "Parcels') are contiguous and adjacent as shown on the Site Plan attached hereto as Exhibit C and made a part hereof (the "Site Plan'). F. MSS and CP each recognize that for the most favorable development, use, operation and maintenance of the MSS Parcel and the CP Parcel, it is necessary that certain easements be created as provided herein. Such easements shall run with the land and shall benefit and burden the MSS Parcel and/or the CP Parcel, as applicable, and the owners thereof from time to time. The terms MSS and CP shall be deemed to refer to such parties and to the respective heirs, successors, grantees and assigns of such parties (individually, an "Owner", or collectively, the "Owners"). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, MSS and CP hereby grant, covenant and agree as follows: ARTICLE I (SCS-�52g,(av .M.PLS (ML) GRANT OF EASEMENTS Section 1.01 Access�ent_ MSS hereby grants and conveys to CP anon -exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, employees, mortgagees, customers, invitees, successors and assigns, for ingress and egress by vehicles and pedestrians over and upon that portion of the MSS Parcel described on Exhibit D which is attached hereto and made a part hereof (the "Roadway Access Easement Area"). The Roadway Access Easement Area and any improvements located thereon shall be maintained by MSS in a first-class condition at its sole cost, including all surfacing, cleaning, snow removal and other maintenance. MSS reserves the right to relocatethe Roadway Access Easement Area to another location on the MSS Parcel (the "Relocated Roadway Access Easement Area") if necessary to allow MSS to add additional improvements to, or alter or reconfigure the improvements on, tlr arce , provided that, (a) the Relocated Roadway Access Easement Area shall be relocated, surveyed and constructed at the sole cost and expense of MSS, (b) the Relocated Roadway Access Easement Area shall be relocated and constructed according to applicable requirements of governmental entities having jurisdiction over the MSS Parcel, (c) the Relocated Roadway Access Easement Area, (i) shall provide direct, uninterrupted access to the CP Parcel or an existing easement of record benefiting the CP Parcel that provides access to the CP Parcel over land that does not include the MSS Parcel and (ii) shall be located in an area that is reasonably acceptable to CP, and (d) MSS, at its sole cost and expense, (i) shall execute, together with CP and any other parties whose consent may be required or is reasonably necessary, a recordable amendment to this Agreement substituting the Relocated Roadway Access Easement Area for the Roadway Access Easement Area, and (ii) shall obtain and pay for a policy of title insurance insuring the easement rights in favor of the CP Parcel over the Relocated Roadway Access Easement Area according to terms reasonably acceptable to CP. Section 1.02 Parking and Access Easement MSS hereby grants and conveys to CP a non- exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, employees, mortgagees, customers, invitees, successors and assigns, for ingress and egress by vehicles and pedestrians and for the parking of vehicles over and upon that portion of the MSS Parcel described on Exhibit E which is attached hereto and made a part hereof (the "Parking and Access Easement Area'). MSS shall continuously maintain within the Parking and Access Easement Area, and in no event shall the Parking and Access Easement Area contain less than, twenty-five (25) striped parking spaces. In addition, MSS agrees that (i) it shall not grant exclusive parking rights to any third party over any part of the Parking and Access Easement Area and/or the parking lot lying within Outlot B, Easy Rider Addition, (ii) it shall not post any signs within the MSS Parcel that prohibit, or may have the effect of prohibiting, parking by customers of a business located on the CP Parcel, and (iii) it shall not post any signs within Outlot B, Easy Rider Addition, that limits the parking within such area for the benefit of MSS or any other third party, including but not limited to, any tenant on the MSS Parcel, their customers, employees and/or invitees. Section 1.03 Temporary Construction Easement In order to facilitate construction of the MSS Project and the CP Project, each Owner hereby grants to the other Owner, its respective contractors, materiahnen and laborers, temporary easements for incidental encroachments upon the granting Partys Parcel which may occur as a result of construction by the other party, so long as such encroachments are kept within the reasonable requirements of construction work expeditiously pursued and so long as customary insurance is maintained protecting the granting party's Parcel from the risks involved. In addition, each Owner hereby grants to the other Owner, its respective contractors, materialmen and laborers, a temporary license for access, parking, storage and passage over and across those portions of the grantor's Parcel as shall be reasonably necessary for the construction of all the site improvements; provided that, such access, storage and passage shall not unreasonably interfere with the business(es) being conducted on the granior's Parcel. The foregoing rights of construction -related storage and passage shall terminate as to a benefited Parcel at such time as the respective construction work on that Parcel is completed. -2- Exhibit A MSS Parcel Lot Two (2), Block One (1), Chanhassen Mall and Outlots A, B and C, Easy Rider Addition, and vacated Pauly Drive, as dedicated in the plat of Easy Rider Addition, that lies easterly of the following described line: Beginning at the northwest comer of Outlot A, said Easy Rider Addition, thence South 0 degrees 08 minutes 32 seconds West, an assumed bearing, along the easterly right of way line of Market Boulevard, as dedicated in the Plat of Easy Rider Addition, a distance of 8022 feet; thence southerly and southeasterly 339.36 feet along a tangential curve concave to the east having a radius of 555.82 feet and a central angle of 34 degrees 58 minutes 56 seconds, and said line there terminating. According to the plats thereof on file and of record in the Office of the County Recorder, Carver County, Minnesota. and OutlOts B, C and D, Frontier Cinema Addition; and the West 90.00 feet of the South 13.50 feet and the East 60.61 feet of the West 150.61 feet of the South 3.5 feet of Lot 2, Block 1, Bloomberg 2"d Addition, Carver County, Minnesota. [to be re -platted into Lot 1, Block 1, Market Street Station Addition] Exhibit B CP Parcel Lot 1, Block 1, Frontier Cinema Addition, according to the plat thereof on file and of record in the Office of the County Recorder, Carver County, Minnesota. Exhibit C Site Plan o $n f Section 1.04 Pylon Sim. MSS hereby grants and conveys to CP an exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, mortgagees, employees, successors and assigns, to construct, operate and maintain lon-S— --- -- _ a -Py tgflrineludingthe rightt pera e, repair anmamtam utility lines for the operation of the pylon sign, upon, over and under that portion of the MSS Parcel described on Exhibit F which is attached hereto and made a part hereof and depicted on Exhibit F-1 which is attached hereto and made a part hereof (the "Sign Easement Area'). A pylon sign substantially conforming to the sign depicted on Exhibit G which is attached hereto and made a part hereof may be constructed by CP, its contractors and agents, within the Sign Easement Area In addition to containing the name "Chanhassen Cinema", the pylon sign shall also contain the names "Market Street Station" and "Southwest Metro Park N Ride." CP shall not change the design or appearance of the pylon sign without the prior written consent of MSS, which consent shall not be unreasonably withheld, delayed or conditioned. CP shall be solely responsible for all costs of designing, constructing, operating and maintaining the pylon sign in a first- class condition; provided that, however, MSS and Southwest Metro Transit Commission shall each pay its respective share of the cost of placing its name on the pylon sign. MSS reserves the right to relocate the Sign Easement Area to another reasonably comparable location on the MSS Parcel that provides substantially similar visibility to Market Boulevard (the 'Relocated Sign Easement Area") if necessary to allow MSS to add additional improvements to or alter or reconfigure improvements on the MSS Parcel and CP shall relocate the pylon sign to such Relocated Sign Easement Area at the sole cost and expense of MSS. MSS shall not construct, place or locate any buildings, improvements, or landscaping on the MSS Parcel that has, or may have, an adverse effect on the visibility of the pylon sign from Market Boulevard or the sight -lines to the pylon sign. MSS and CP acknowledge and agree that the location of the buildings, improvements and landscaping as shown on the Site Plan do not violate the covenant contained in the foregoing sentence. MSS grants and conveys to CP a non-exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, mortgagees, employees, successors and assigns, for the construction, installation, repair and maintenance of utility lines for the operation of the pylon sign, upon, over and under that portion of the MSS Parcel described on Exhibit F which is attached hereto and made a part hereof and depicted on Exhibit F-1 which is attached hereto and made a part hereof (the "Utility Easement Area'. The Iocation of the Utility Easement Area shall be extended or relocated if necessary to allow CP to connect the utility lines servicing the Pylon Sign with the public utility lines located in a public utility easement or right-of-way and the parties agree to execute and deliver an amendment to this Agreement revising the description of the Utility Easement Area accordingly. If the Sign Easement Area is relocated to the Relocated Sign Easement Area, the Utility Easement Area also shall be relocated, if necessary, to provide utility service to the pylon sign located in the Relocated Sign Easement Area. The Utility Easement Area as granted herein, or as relocated in the future, shall be contiguous to a publicly dedicated utility easement area. MSS grants and conveys to CP a non-exclusive easement appurtenant to the CP Parcel for the benefit of CP , its members, managers, governors, agents, contractors, tenants, mortgagees, employees, successors and assigns, for pedestrian and vehicular access on and over the MSS Parcel to the Sign Easement Area and the Utility Easement Area (and those other areas if such easement areas are relocated), in order to construct, install, maintain and repair the pylon sign and the utility lines used for the operation of the pylon sign. -3- Section 1.05 Emergency Exit Easement. As part of the CP Project, CP will be installing emergency exits in the west exterior wall of the theatre building located on the CP Parcel. MSS hereby grants to CP a non-exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, mortgagees, employees, customers and invitees, upon and over the MSS Parcel, including the sidewalks, parking areas and driveways existing from time to time on the MSS Parcel (the "Emergency Exit Easement"), for the sole purpose of vacating the theatre building in emergency situations through the emergency exits in the west exterior wall of the theatre building. Section 1.06 Maintenance Easement. Each Owner hereby grants to the other Owner a non- exclusive appurtenant easement upon, over and under that portion of the granting Owner's Parcel that (i) abuts the other Owner's Parcel and (ii) is necessary to allow the other Owner to maintain and repair any improvements and landscaping located on the other Owner's Parcel. Each Owner agrees to minimize its use of the granting Owner's Parcel for maintenance and repair of its own Parcel, in both area and time of use, shall not materially adversely interfere with or disrupt the operations on the granting Owner's Parcel in exercising the rights granted herein and shall repair any damage caused to the granting Owner's Parcel. Section.1.07 T_emnorary Parking Easement. Contemporaneously with the execution of this Agreement, MSS, Bloomberg Companies Incorporated, a Minnesota corporation and Southwest Metro Transit Commission, a joint powers entity established by the cities of Chanhassen, Chaska and Eden Prairie, have entered into that certain "Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations" (the "Southwest Metro Transit Easement') whereby Southwest Metro Transit Commission has been granted certain easements for parking and access, and passenger shelter, and an easement for the construction of a parking ramp/passenger shelter (the "Ramp'), on land located to the east of the CP Parcel and upon which the CP Parcel has been granted certain appurtenant easements for parking and access. If Southwest Metro Transit Commission constructs the Ramp on the land which is subject to CP's parking and access easement rights, MSS shall grant and convey to CP a temporary non-exclusive easement appurtenant to the CP Parcel for the benefit of CP, its members, managers, governors, agents, contractors, tenants, employees, mortgagees, customers, invitees, successors and assigns, for access and the parking of vehicles over and upon the parking areas located on the MSS Parcel (other than the Parking and Access Easement Area) at the time of construction of the Ramp (the `"Temporary Parking Easement'. The Temporary Parking Easement shall begin when the construction of the Ramp begins and shall end when the construction of the Ramp has been completed and the Ramp is open for the parking of vehicles. MSS and CP shall execute, deliver and record appropriate documents evidencing the creation and expiration of such Temporary Parking Easement if and when the Ramp is built. Section 1.08 Easements to be Appurtenant to the "Wall Parcel". At such time as the "Wall Parcel" described in Section 2.01 of that certain "Termination of Party Wall Agreement" of even date herewith between MSS and CP has been conveyed to CP, MSS and CP agree to amend Exhibit B to this Agreement to combine the Wall Parcel with the CP Parcel so that the Wall Parcel benefits from the easements granted herein that are appurtenant to the CP Parcel. -4- ARTICLE II REMEDIES Section 2.01 Indemnification. Insurance. Each Owner will indemnify, defend and save the other Owner harmless from and against any and all suits, demands, liabilities, costs and other expenses, including reasonable attorneys' fees, incurred by the other Owner in connection with or arising out of (a) a breach of this Agreement by the indemnifying Owner, and/or (b) any use of the easements created by this Agreement by the indemnifying Owner, its employees and contractors, except that the indemnifying Owner shall have no obligation to so indemnify the other Owner to the extent that such suits, demands, liabilities, costs and other expenses occur as a result of the other Owner's negligence or intentional acts. Each Owner shall maintain during the_ term of this Agreement public liability insurance (with reasonable deductibles, taking into account the financial strength of the insured) in at least the amount Of $1,000,000.00 per occurrence, which insurance shall name the other Owner, and its mortgagees, as an additional insured and shall contain a provision stating that the insurance shall not be canceled or materially modified without at least ten (10) days prior written notice to the other Owner and,.upon request, shall deliver to the other Owner a certificate of insurance indicating that such Owner has obtained and maintains the required insurance. Section 2.02 Self Help; Lien Rights; Disputes. (a) If any Owner shall default in the performance of an obligation of such Owner (such Owner being herein called a "Defaulting Owner"), the other Owner (the "Nondefaulting Owner"), in addition to all other remedies it may have at law or in equity, after twenty (20) days' prior written notice to the Defaulting Owner and any first mortgagee (or in the event of an emergency after such notice as is practical under the circumstances), shall have the right to perform such obligation on behalf of the Defaulting.Owner. In such event, the Defaulting Owner shall promptly reimburse the Nondefaulting Owner the reasonable cost thereof, together with interest thereon from the date of outlay at a rate equal to the lesser of (i) two percent (21/o) in excess of the prime lending or base rate charged by US Bank National Association for commercial loans of its most preferred commercial customers or (ii) the highest rate permitted by applicable law (the "Interest Rate"). (b) Any such claim for reimbursement, together with interest thereon as aforesaid, shall be secured by a lien on the Parcel and improvements thereon owned by the Defaulting Owner, which lien shall be effective upon the recording of a notice thereof in the Office of the County Recorder of Carver County, Minnesota. The lien shall be subordinate to any first mortgage now or hereafter affecting the Parcel of the Defaulting Owner (a "First Mortgage'. Section 2.03 Injunctive and Other Remedies. In the event of a breach by any Owner of any of its obligations under this Agreement, the other Owner shall be entitled to obtain an order specifically enforcing the performance of such obligation or an injunction prohibiting any such breach; the Owners hereby acknowledge the inadequacy of legal remedies and the irreparable harm which would be caused by any such breach, and/or to relief by other available legal and equitable remedies from the consequences of such breach. -5- Section 2.04 Non -waiver_ No delay or omission of any Owner in the exercise of any right accruing upon any default of any other Owner shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Owner of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Owner shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. Except as otherwise specifically provided in this Agreement, (a) no remedy provided in this Agreement shall be exclusive but each shall be cumulative with all other remedies provided in this Agreement and (b) all remedies at law or in equity shall be available. Section 2.05 Non -terminable Agreement. No breach of the provisions of this Agreement shall entitle any Owner or party to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any party may have hereunder by reason of any breach of the provisions of this Agreement. No breach of the provisions of this Agreement shall defeat or render invalid the lien of any mortgage made in good faith for value covering any part of the Parcels, and any improvements thereon. ARTICLE III NOTICES Section 3.01 Notices. Any notice, report or demand required, permitted or desired to be given under this Agreement shall be in writing and shall be deemed to have been sufEciently given or served for all purposes if it is mailed by registered or certified mail, return receipt requested, to the Parties at the addresses shown below or at such other address as the respective parties may from time to time designate by like notice: If to MSS: Market Street Station, LLC c/o Kraus -Anderson Realty Company 4210 West Old Shakopee Road Bloomington, Minnesota 55437 Attention: Market Street Station Property Manager If to CP: Chanhassen Properties, LLC 570 Pauly Drive P.O. Box 514 Chanhassen, Minnesota 55317 Attention: Glenn A. Baird In ARTICLE IV MISCELLANEOUS Section 4.01 Miscellaneous (a) If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to any extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other Persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid Provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. (b) This Agreement shall be construed in accordance with the laws of the State of Minnesota. (c) The Article headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretation of this Agreement or any part hereof. (d) Nothing in this Agreement shall be construed to make the parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. (e) This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. (fl This Agreement may be amended, modified, or terminated at any time by a declaration in writing, executed and acknowledged by all the parties to the Agreement or their successors or assigns. (g) This Agreement sets forth all of the covenants, promises, understandings among the parties hereto concerning the eagreements, conditions and asements granted herein. (h) Wherever and as often as one Owner shall not have paid any sum payable hereunder to another Owner within five (5) days of the due date, such delinquent Owner shall pay interest on such amount from the due date to and including the date such payment is received by the Owner entitled thereto, at the Interest Rate defined in Section 2.02(a). THE REMAINDER OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK -7- IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the day and year fust above written. MARKET STREET STATION, LLC By: Daniel W. gels a Its: President STATE OF MINNESOTA COUNTY OF HENNEPIN 1 The foregoing instrument was acknowledged before me this,. -25 M day of 2004, by Daniel W. Engelsma, the President of Market Street Station, LLC, a Minnesota limited liability company, on behalf of said limited liability company. VA-i,jz Notaryubl . MARY BAKKE NOTARY PUBLIC -MINNESOTA My Ommissm Eipw J� 91,2005 CHANHASSEN PROPERTIES, LLC By. Glenn A. Baird Its: Chief Manager STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of March, 2004, by Glenn A. Baird, the chief manager of Chanhassen Properties; LLC, a Minnesota limited liability company, on behalf of said limited liability company. Drafted by and when recorded return to: James E. Schmeckpeper 523 South Eighth Street Minneapolis, Minnesota 55404 a �� Notary Public N:v.�y.,YJ;,a INCORPoMIFDVA M1U $Yad Suum[AvUvs[YlcMssirn Cuxne AgnfS�F sstmY Apca�n[- M1LCSChtn Ray O.li IY � Q.1 pCC CONSENT Raymond O. Mithun, Jr., as the holder of a certain Third Parry Mortgage, Security Agreement, Fixture Financing Statement and Assignment of Leases and Rents on the CP Parcel dated March 3, 2004, recorded ' { 2004, in the office of the County Recorder in and for Carver County, Minnesota, as Document No.b'ALSR hereby consents to the provisions of the foregoing Easement Agreement. G Raymon . Mithun, Jr. ' STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ✓ day of March, 2004, by Raymond O. Mithun, Jr. Z' blic <> se r' zA Exhibit D Roadway Access Easement Area A'40.00 foot easement the centerline of said easement being described as follows: Commencing at the northeast corner of Outlot B, Easy Rider Addition, according to the recorded plat thereof, Carver County, Minnesota; thence South 0 degrees 08 minutes 32 seconds West, an assumed bearing, along the easterly line of said Outlot B and its southerly extension, a distance of 120.65 feet, to the point of beginning of the centerline to be described; thence South 79 degrees 32 minutes 00 seconds West, a distance of 141.34 feet; thence westerly and northwesterly 246.09 feet along a tangential curve concave to the north, having a central angle of 36 degrees 05 minutes 55 seconds and a radius of 390.59 feet; thence westerly and southwesterly 168.15 feet, more or less, along a reverse curve concave to the south, having a central angle of 41 degrees 53 minutes 20 seconds and a radius of 230.00 feet, to the easterly line of Market Boulevard, as dedicated in the plat of Easy Rider Addition, and said centerline there terminating. The side lines of said easement are to be prolonged or shortened to begin and terminate at the easterly line of said Easy Rider Addition and the easterly right-of-way line of Market Boulevard. Exhibit E Parldng and Access Easement Area The East 102.49 feet of Outlot B, Easy Rider Addition, according to the recorded plat thereof, Carver County, Minnesota. Exhibit F Sign Easement Area: An easement over, under and across Outlot C, EASY RIDER ADDITION, according to the recorded plat thereof, Carver County, Minnesota described as follows: Beginning at the southwest corner of said Outlot C; thence North 79 degrees 32 minutes 00 seconds East, assumed bearing along the southerly line of said Outlot C a distance of 22.64 feet; thence North 10 degrees 28 minutes 00 seconds West a distance of 18.50 feet; thence South 79 degrees 32 minutes 00 seconds West a distance of 30.62 feet to the westerly line of said Outlot C; thence southeasterly along said westerly line to said point of beginning. Utility Easement Area: Together with a 5.00 foot easement over, under and'across said Outlot C, and Pauly Drive, vacated, as dedicated in said EASY RIDER ADDITION. The center line of said easement is described as follows: Commencing at the southwest comer of said Outlot C; thence North 79 degrees 32 minutes 00 seconds East, assumed bearing along the southerly line of said Outlot C a distance of 22.64 feet; thence North 10 degrees 28 minutes 00 seconds West a distance of 18.50 feet; thence South 79 degrees 32 minutes 00 seconds West a distance of 11.44 feet to the point of beginning of the center line to be described; thence North 17 degrees 51 minutes 12 seconds West a distance of 105.83 feet to the intersection of a line parallel to and 5.00 feet north of the northerly line of said Outlot C and said center line there terminating. a' PROPOSED PYLON SIGN & ELECTRICAL EASEMENT EXHIBIT Doled this 27th day 0( Fdhruory, 2004 PA.L � \ �f t\ SISI' R/ £R A=77--- \ ll2 a -- c \\ f aa�-PRaposco rnw+ yaR `y�.y r+ la'31JeA�y •� ..Y{_{.' N10ieM'W �'e .�'•;:•SB,6e 1 Oallet 0Easy• SCALE IN FEET , odE aa••••Soulnorl�dnwne /'�,/ , NP'x' RWer A �AII ,. RAIU? t,...., SoulhwePt ebNr of Ouuat.T, i., :n Easy Rider Addition SD O DETAIL PROPOSED PYLON SIGN & ELECTRICAL EASEMENT DESCRIPTIONS An *element for pylon Sign purposes over, under and aeras" Outlet C, EASY RIDER AMMON, according to the recorded plot thereof. Coiter County. Minnesota described as follows: PYLON SIGN Seglnning of the southwest comer of sold Oullot C; thence North 79 degrees 32 minutes 00 seconds East, assumed bearing along the aouthedy line of sold Oullat C a distance of 22.64 fast; thence Nath 10 degrees 28 minules 00 --condo West o distance of 18.30 foal; thence South 79 degrees 32 minutes DO seconds West a distance of 30.52 feet to the westerly line of sold Oullol C; the to old point of beginning. southeoslady along sold westerly Ilna " Together with a 3.00 fool eae.menl ler laelrlcal PPurposss over, under and cams* sold Oullol C. and Pauly Dtive, vocoted, os dedicated In sold EASY RIDER AODIIION. The center line of sold ....mart 1. described e follows: s Commencing at the soulhw.el comer of sold Outlet p then" North 79 degrees 32 minutes 00 second. East, ....mad bearing elan y the Southerly line of said Oullot C a dletenes of 22.64 flay Nance Nath 10 degree* 25 minutes 00 seconds Well a distance of 18.50 fest, thongs South 79 degree. 32 minutes 00 second. West a distance of 11.14 feel to the point of beginning of the center line to be described; thence North 17 dogmas 51 minutes 12 second- Wast a distance of 103.83 feet to the Intersection of a line parallel to and 5.00 feet north of the northerly fine of sold Outlot C and sold center ]Ina there laminating. PREFlNISHED METAL '-" ROOF TO MATCH GROUND MONUMENT SIGNS THREE NEON TUBES MAINE SIGN CABINET WITH OPEN FACE ILLUMINATED CHANEL LETTERS HIDDEN LINES INDICATE BACK TO BACK LED MESSAGE CENTER FACES TO BE FLUSH MOUNTED WITH COLUMN COVERS HIDDEN LINES INDICATE SW METRO SIGN STUCO EMBOSED METAL COLUMN COVER ITYP) THESE DRAWINGS AND SPECIFICATIONS ARE TIME PROPERTY OF AI'TRACIA SIGN. lew Y nib Y , {a I.Vnu r IM1e nw•Vefb nl In w�nry 41JY. 01 IIII �uAnYlunluiY el 04piyrynpllnBGl 10 IArt nnr�bFlYtlwYCY 4Va Itl ...... M, "'Mod.. NOWILLUMINATED METAL LETTERS TETTERS ON BOTH FACES OF SIGN PREFlNISHED METAL FACIA STUCCO EMBOSED METAL PANEL �_- THREE COLORED NEON TUBES INDNIDUAL OPEN FACE NEON CHANNEL LETTERS ON PREFlNISHED METAL SIGN CABINET (DOUBLE FACE SIGN) OOUGLE FACE REO LED MESSAGE BOARD DOUBLE FACE SW METRO SIGN TO BE PROVIDED BY SOUTH WEST METRO JOINT UNE SIMILAR TO THAT ON BUILDING AF -3160 -48X6+4 -34-R GALAXY RED FULL MATRIX LED DISPLAY 3' 10" 4' 4' B' CHANHASSEN CINEMA MARKET STREET STATION _ REVISIONU ..._. 2Q.WA-W:CI1AN3 AMENDMENT TO EASEMENT AGREEMENT THIS AMENDMENT is effective as of the /S -. day of December, 2005, (the "Effective Date") and is made by and between MARKET STREET STATION, LLC, a Minnesota limited liability company ("MSS") and CHANHASSEN PROPERTIES, LLC, a Minnesota limited liability company ("CP"). RECITALS A. MSS is the owner of a certain parcel of land legally described on Exhibit A to this Amendment (the "MSS Parcel"); and B. CP is the owner of a certain parcel of land legally described on Exhibit B to this Amendment (the "CP Parcel"); and C. MSS and CP are parties to that certain Easement Agreement dated April 7, 2004, recorded May 20, 2004; in the office of the County Recorder in and for Carver County, Minnesota, as Document No. 387167 ("Easement Agreement"); and D. The Easement Agreement creates certain easements over the MSS Parcel for the benefit of the CP Parcel; and E. MSS has conveyed to CP the "Wall Parcel" as described in Section 1.08 of the Easement Agreement; and F. The parties wish to amend the Easement Agreement to (i) revise the legal description of the MSS Parcel to exclude the "Wall Parcel", (ii) revise the legal description of the CP Parcel to include the "Wall Parcel", and (iii) revise the legal description of the "Sign Easement Area" referred to in Section 1.04 of the Easement Agreement. NOW, THEREFORE, in consideration of the foregoing premises and other good and valuable consideration paid, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree that the Easement Agreement shall be and hereby is amended as follows: 1. The legal description of the MSS Parcel shown on Exhibit A to the Easement Agreement shall be and hereby is deleted and shall be and hereby is replaced by the legal description shown on Exhibit A to this Amendment. From and after the Effective Date of this Amendment, the phrase "MSS Parcel" as used in the Easement Agreement shall mean the real property described on Exhibit A to this Amendment. The legal description of the CP Parcel shown on Exhibit B to the Easement Agreement shall be and hereby is deleted and shall be and hereby is replaced by the legal description shown on Exhibit B to this Amendment. From and after the Effective Date of this Amendment, the phrase "CP Parcel" as used in the Easement Agreement shall mean the real property described on Exhibit B to this Amendment. 2• The legal description of the "Sign Easement Area" (referred to in Section 1.04 of the Easement Agreement) set forth on Exhibit F to the Easement Aa hereby deleted and shall be and hereby is replaced b the lea greement is shown on Exhibit F to this Amendment. In addition, the depiction of the Sign Easement Area" shown on Exhibit F -I to the Easement Agreement is also hereby deleted and shall be and hereby is replaced by the depiction shown on Exhibit F-1 to this Amendment. From and after the Effective Date of this Amendment, the phrase "Sign Easement Area" as used in the Easement Agreement shall mean the area legally described on Exhibit F to this Amendment and as depicted on Exhibit F-1 to this Amendment. �• The legal description of the Utility Easement Area as set forth on Exhibit F to the Easement Agreement and depicted on Exhibit F-1 to the Easement Agreement remains in full force and effect and is not modified, altered or amended in any way by this Amendment. 4. Except as modified by this Amendment, the original terms of the Easement Agreement remain in full force and effect and are hereby ratified by the parties. THE REMAINDER OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK. rNw w intent it to be legally a1boound bYREOFits �s odersigned have si f the date $rst Written bovethis Amendment with the T STET STATION, LLC By. Lt, Its: Daniel W ngel ma president STATE OF CO '1`IESOTA ) U1VTy OF Thefore a p ) si goZO ns en was ackriowled Minnesota ]united liability DomPan - n b hma the pre re me this /� daY of Ifofsaid limited if bil?ket Street Station, LLC, is ty comPany. MARYE DOUGHMAN NOTARY PUBLIC - MINNESOTA My Ct nm 1 issim Exp" Jan 31, 2070 Notary public 'cc CHANHASSEN PROPERTIES, LLC By: Glenn A. Baird Its: Chief Manager STATE OF MINNESOTA COUNTY OF t J 'eCT The foregoing instrument was acknowledged �5� da COlyy, 1„� bed before me this y of —�� 2005, by Glenn A. Baird, the Chief Manager of Chanhassen Properties, LLC, a Minnesota limited liability company, on behalf of said limited liability company. THIS INSTRUMENT WAS DRAFTED BY: James E. Schmeckpeper, Esq. 523 South Eighth Street Minneapolis, Minnesota 55404 . Wo—twirblilic— — ELIZABETH AIR . SAD Notary Public Minnesota I.ly Commission E#es kury31, 2010 V:Va�aNIM-Mnkl'1kA INCYNt1YN(ATIJA1,1vl�y ti1M1il Ami�nV•urtAa.+.iAmi:ml�mm iii ji¢ WM A£ ItlV:AN 12.I L!51.4k EXHIBIT A "MSS PARCEL" Lot 1, Block 1. Market Street Station, according to the plat thereof on file and of record in the office of the County Recorder in and for Carver County, Minnesota, except that part lying Easterly, Southerly, Easterly and Northerly of the following described line: Commencing at the most southeasterly comer of Lot 1, Block 1, Market Street Station; thence North 00 degrees 08 minutes 32 seconds East, assumed bearing, along the most easterly line of said Lot 1 a distance of 147.78 feet; thence South 89 degrees 53 minutes 01 seconds West a distance of 102.49 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 281.41 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 0.61 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 1.14 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 4.10 feet to the point of beginning of the line to be described; thence South 00 degrees 03 minutes 20 seconds East a distance of 1.79 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.62 feet; thence South 00 degrees 03 minutes 20 seconds East a distance of 209.97 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.10 feet more or less to the intersection of the east line of said Lot 1 and said line there terminating. EXHIBIT B "CP PARCEL" Lot 1, Block 1, Frontier Cinema Addition, according to the plat thereof on file and of record in the office of the County Recorder, Carver County, Minnesota. and That part of Lot 1. Block 1, Market Street Station, according to the recorded plat thereof on file or of record in the County Recorder's office in and for Carver County, Minnesota, lying easterly, southerly, easterly and northerly of the following described line: Commencing at the most southeasterly corner of Lot 1, Block 1, Market Street Station; thence North 00 degrees 08 minutes 32 seconds East, assumed bearing, along the most easterly line of said Lot I a distance of 147.78 feet; thence South 89 degrees 53 minutes 01 seconds West a distance of 102.49 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 281.41 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 0.61 feet; thence North 00 degrees 03 minutes 20 seconds West a distance of 1.14 feet; thence South 89 degrees 56 minutes 40 seconds West a distance of 4.10 feet to the point of beginning of the line to be described; thence South 00 degrees 03 minutes 20 seconds East a distance of 1.79 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.62 feet; thence South 00 degrees 03 minutes 20 seconds East a distance of 209.97 feet; thence North 89 degrees 56 minutes 40 seconds East a distance of 2.10 feet more or less to the intersection of the east line of said Lot 1 and said line there terminating. EXHIBIT F Sign Easement Area: An easement for pylon sign purposes over, under and across that part of Lot 1, Block 1, Market Street Station, according to the recorded plat thereof, Carver County, Minnesota, described as follows: The Westerly 26.00 feet of the Northerly 16.00 feet of the Southerly 42.00 feet of said Lot 1. EXHIBIT F-1 0 Io 11ti 1� .10gv g fl yA d:1*1 w:. 1 3 013 d — a EGAN, FIELD, & NOWAK, INC. MARKET STREET VAN SURVEYORS SINCE 1872" 7415 WAY .TA BLVD, MINNE US. MINNESOTA 55426 RTATI n NI PHONE (951) 5466837 FAX (952) 5464839 CONSENT Raymond O. Mithun, Jr., as the holder of a certain Third Party Mortgage, Security Agreement, Fixture Financing Statement, and Assignment of Leases and Rents on the CP Parcel dated March 3, 2004, recorded March 25, 2004, in the office of the County Recorder in and for Carver County, Minnesota, as Document No. 382590, hereby consents to the provisions of the foregoing Amendment to Easement Agreement. Raymon . Mithun, Jr. State of Minnesota ) ) ss County of Hennepin ) The foregoing instrument was acknowledged before me this 5 day of December, 2005, by Raymond O. Mithun, Jr. R ELIZABETH A. BAIRD Notary Public € Minnesota :;w"' It�comrtessiontAQes atom CONSENT Bank of the West, as successor to Community First National Bank, as the holder of that certain Mortgage, Assignment of Rents, Security Agreement, and Fixture Financing Statement on the MSS Parcel dated July 1, 2004, recorded August 12, 2004, in the office of the County Recorder in and for Carver County, Minnesota, as Document No. 394201 (the "Mortgage"), hereby consents to the provisions of the foregoing Amendment to Easement Agreement and agrees that the Mortgage is subject to this Amendment to EasementAgree ent. A Connie M. Boevers KRISTA L. BELL State of Minnesota ) E"'�Nljotary Public - Minnesota ission Expires Jan. 31, 2010 ss County of Dakota The foregoing instrument anent was acknowledged before me this day of December, 2005, by Connie M. Boevers, the Vice President of Bank of the West, a on behalf of Bank of the West. Public bo�lCy� Document No. OFFICE OF THE A 387169 COUNTY RECORDER I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Filing F CARVER: $ 21.00 ecWA : 33835 Certified filed and recorded on 05-20-2004 at 04:00 ❑ AME PM 2014,05-20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Carl W. Hanson, Jr. IIIIIIIIIIIIIIIIII County Recorder AGREEMENT FOR EASEMENT FOR PARKING, ACCESS, AND PASSENGER SHELTER, AND /7 MAINTENANCE OBLIGATIONS This Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations, hereafter referred to as "Agreement', is made this -2A day of t L , 2004, by and between: Market Street Station, LLC, a Minnesota Limited Liability Company, hereinafter referred to as "Market Street Station"; and by Bloomberg Companies Incorporated, a Minnesota corporation, hereinafter referred to as 'Bloomberg'; and by Southwest Metro Transit Commission, a Joint Powers Entity established by the Cities of Chanhassen, and Chaska, and Eden Prairie, hereinafter referred to as "Southwest Metro Transit'. WHEREAS, this Agreement involves certain property located in the City of Chanhassen, County of Carver, State of Minnesota; and %ICS- 5"1&2--MPLS (ML) WHEREAS, Market Street Station is the owner of that certain parcel of real estate located in the County of Carver, State of Minnesota, legally described as follows, to -wit (the "Market Street Station Parcel')_ M See attached Exhibit A; WHEREAS, Bloomberg is the owner of those certain parcels of real estate located in the County of Carver, State of Minnesota, legally described as follows, to -wit (the "Bloomberg Parcels"): See attached Exhibit B; WHEREAS, Southwest Metro Transit currently has an easement for parking, access, and passenger shelter on the Market Street Station Parcel, evidenced by document entitled 'Permanent Easement Agreement', dated the 15th day of January, 1992, and filed on the 4th day of February, 1992 as Document No. 131809, in the Office of the County Recorder, Carver County, Minnesota; and WHEREAS, Market Street Station, Bloomberg, and Southwest Metro Transit seek the relocation of said easement for parking, access, and passenger shelter and the termination of current easements granted in said Document No. 131809; and 2 WHEREAS, Bloomberg agrees to provide an easement on a part of said Bloomberg Parcels for passenger shelter and parking and access on terms and conditions herein set forth; and WHEREAS, Market Street Station agrees to provide an easement on a part of the Market Street Station Parcel for access to the Bloomberg Easement Areas (as hereinafter defined) on terms and conditions herein set forth; NOW, THEREFORE, in consideration of the foregoing premises, and in consideration of the mutual promises and covenants herein set forth, and for one dollar and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the following Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations is hereby duly made, executed, and recorded. 1. ACCESS EASEMENT - GRANT BY MARKET STREET STATION. (a) Easement Grant - Vehicular Access to Passenger Shelter and Parking Area. Market Street Station hereby grants to Southwest Metro TranJll, 1:+lS invitees, passengers, saest S, age^�tom, oLL ,L c. -tractors, u non- exclusive easement for vehicular access on, over and across that portion of the Market Street Station Parcel, described on attached Exhibit A - 1 ('Market Street Station Access Easement Area" ) (b) Easement Grant - Pedestrian Access to Passenger Shelter and Parking Area. Market Street Station hereby grants to Southwest Metro Transit, its invitees, passengers, guests, agents, and contractors, an easement I for pedestrian access on, over, and across the Market Street Station Access Easement Area. 2. EASEMENT - GRANT BY BLOOMBERG. (a) Easement Grant - Vehicular and Pedestrian Access to Passenger Shelter and Parking Area. Bloomberg hereby grants to Southwest Metro Transit, its invitees, passengers, guests, agents, and contractors, a non-exclusive easement for vehicular and pedestrian access, ingress and egress, for purposes of access to the parking areas and to the Bloomberg Passenger Shelter Easement Area on, over and across that portion of the Bloomberg . Parcels described on attached Exhibit C (the "Bloomberg Easement Areas"), except any portions of such easement areas that might be used for parking, curbs, or landscaping, and excepting also from the vehicular easement, walkways for pedestrians (collectively the "Access Easement Areas"). (b) Easement Grant - Parking. Bloomberg hereby grants to Southwest Metro Transit, for use by T.,.. i4 ;4invitees s.$n p— m. to a—ts and ,cu.Sc .IL ,w a ..... Sa , pu s , su a contractors, an easement for parking of motor vehicles, on those certain easement areas as described on attached Exhibit C (the `Bloomberg Easement Areas"), except any such portions of such easement areas that might be used for driveway, curbs, landscaping, walkways, or vehicular or pedestrian access, ingress, and egress (collectively, the "Parking Easement Areas") Said parking easement is to be used by the invitees, passengers, guests, agents, and contractors of Southwest Metro Transit only for convenience and A access to the Bloomberg Passenger Shelter Easement Area (Exhibit D) for the purpose of their use of Southwest Metro Transit bus services. (c) Easement Grant - Passenger Shelter. Bloomberg hereby grants to Southwest Metro Transit, its invitees, passengers, guests, agents, and contractors, an easement for the construction, maintenance, and operation of a passenger shelter, on that certain easement area as described on attached Exhibit D (the "Bloomberg Passenger Shelter Easement Area"). (d) Easement Grant - Bus Ingress and Egress. Bloomberg hereby grants to Southwest Metro Transit an easement for bus ingress and egress to and from the Bloomberg Passenger Shelter Easement Area, on, over, and across that certain easement area as described on attached Exhibit E (the "Bloomberg Bus Ingress and Egress Easement Area"). 3. CURRENT EASEMENT - CONTINUATION AND TERMINATION. (a) Termination. As consideration for the granting of the Easements htroin S-outh-estNfetrn Transit }lac—erllted and rjelivpred to Market Street Station a termination of Easement Agreement of even date herewith pursuant to which the current easement will be terminated effective as of the "Termination Date" as defined in said Termination of Easement Agreement. (b) Continuation. Market Street Station will permit the continuation of the use by Southwest Metro Transit of the easements as 5 described in said Document No. 131809 until the prescribed Termination Date. 4. DURATION. The easements herein created shall continue in perpetuity, except as otherwise provided herein. 5. NON-EXCLUSIVE. The easements granted herein shall not be exclusive. In addition to current uses, each of Market Street Station and Bloomberg reserves unto itself the right to grant additional non-exclusive easements and may from time to time grant non-exclusive easements to others, said easements and use to be not substantially in conflict with the terms hereof, and not of a nature to prohibit the use by Southwest Metro Transit of the easements herein granted. Notwithstanding the foregoing provisions of this section 5, Bloomberg shall grant no other easements or permission for parking in the Parking Easement Areas that would allow parking between the hours of 6:00 AM and i2:v(' Noon. This restr coon sha" not apply ^n Saturdays, Sundays, Holidays, and days upon which Southwest Metro Transit does not operate its Bus Service or its Park and Ride facility. Bloomberg's obligation to include this restriction on parking in any grant of parking easement rights shall cease upon any termination of Southwest Metro Transit parking easement rights. 6. BINDING EFFECT. This Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations shall be binding upon and inure to the benefit of Bloomberg, Market Street Station, and 6 Southwest Metro Transit and their respective successors and assigns, subject to restrictions of Section 17. hereof. 7. MAINTENANCE; MAINTENANCE EXPENSE; REAL ESTATE TAXES AND SPECIAL ASSESSMENTS - BLOOMBERG EASEMENT PARCELS. (a) Bloomberg shall keep and maintain, or cause to be kept and maintained, the Bloomberg Easement Areas, except the Bloomberg Passenger Shelter Easement Area, in a manner consistent with the easements herein granted, including, all surfacing, cleaning, striping, snow removal, repair, resurfacing, reconstruction, and all other maintenance. (b) Southwest Metro Transit shall reimburse Bloomberg Fifty Percent (50%) of the cost of the aforesaid maintenance, including all cleaning, striping, snow removal, repair, resurfacing, and reconstruction, and other maintenance, which amounts shall be paid within thirty (30) days of invoicing. [c] Southwest Metro Transit shall cooperate with and assist Rlonmherg in the obtaining anr3 maintaining of tax exempt status for tha Bloomberg Easement Areas, and any out of pocket expenses shall be the responsibility of Bloomberg. Southwest Metro Transit shall have no obligation to pay a share of the real estate taxes and special assessments levied upon the Bloomberg Easement Areas. 7 (d) Southwest Metro Transit shall indemnify and hold Bloomberg, and Bloomberg's mortgagee holding a first mortgage lien on any of the Bloomberg Easement Areas from time to time, harmless from all claims, demands, damages, costs and expenses, including reasonable attorney's fees, arising from acts or omissions of Southwest Metro Transit, its agents, employees, officers, and contractors, in its use of the easements granted herein. (e) Bloomberg, its successors and assigns, shall indemnify and hold harmless Southwest Metro Transit from all claims, demands, damages, costs and expenses, including reasonable attorneys fees, arising from acts or omissions of Bloomberg, its agents, employees, officers, and contractors, in its use of the Bloomberg Easement Areas. (f) Southwest Metro Transit and Bloomberg each shall maintain commercially reasonable liability insurance covering the uses by each of the easement areas, the minimum dollar liability coverage of which shall be not less than the theT c1:rent, from time to time statultorihr P= fterl liahilihT of Southwest Metro Transit. Each shall name the other as additional insured under its policy or policies of liability insurance. (g) Southwest Metro Transit shall construct, insure, maintain, repair, replace, as required, the Passenger Shelter and the Bloomberg Passenger Shelter Easement Area. Southwest Metro Transit shall be allowed access, together with its employees and contractors and necessary equipment for any 8 such purposes. Upon termination of its use, Southwest Metro Transit shall remove the Passenger Shelter and restore the area to a condition equivalent to the area surrounding the shelter location. Such construction, maintenance, and removal shall be without cost or obligation to Bloomberg. 8. MAINTENANCE - MARKET STREET STATION EASEMENT PARCELS. (a) Market Street Station shall keep and maintain, or cause to be kept and maintained, the Market Street Station Access Easement Area in a manner consistent with the easements herein granted, including,. but not in limitation of the foregoing, all surfacing, cleaning, snow removal, and all other maintenance. (b) Southwest Metro Transit and Market Street Station each shall maintain commercially reasonable liability insurance covering the uses by each of the Market Street Station Access Easement Area, the minimum dollar 1:abLa coverage of .x.hir72 shall he not lees th Wn tha then ri want frnm times to time, statutorily permitted liability of Southwest Metro Transit_ Each shall name the other as additional insured under its policy or policies of liability insurance. (c) Southwest Metro Transit shall indemnify and hold Market Street Station, and any first mortgagee holding a first mortgage lien on the Market Street Station Access Easement Area, 0 harmless from all claims, demands, damages, costs and expenses, including reasonable attorney's fees, arising from acts or omissions of Southwest Metro Transit in its use of the Market Street Station Access Easement Area. Market Street Station, its successors and assigns, shall indemnify and hold Southwest Metro Transit harmless from all claims, demands, damages, costs and expenses, including reasonable attorneys fees, arising from acts or omissions of Market Street Station in its use of the Market Street Station Access Easement Area. 9. REGULATIONS. Bloomberg, as to the Bloomberg Easement Areas, and Market Street Station, as to the Market Street Station Access Easement Area, reserve the right to impose rules and regulations for the control and management of the parking and access in the easement areas owned by each, and may from time to time impose such rules and regulations, which rules and regulations shall be fair and reasonable; shall not be substar:t.ally adverse to tl,e int--fs of cz—+t west Dijef � Tranoi+• or,d h g wl l not be inconsistentwith the terms hereof. Southwest Metro Transit, their invitees, passengers, guests, agents, and contractors, are not allowed to use the easement areas in any manner not in compliance with applicable statutes, ordinances, regulations, and laws. 10. OWNER'S INTERRUPTION. The use and benefit of the easement herein created may be interrupted by the owner of an easement areas as might be reasonably required for construction, repair, maintenance, prevention of 10 acquisition of prescriptive rights by persons other than the respective owners of parcels herein described, and casualty and other similar causes, whether the cause be voluntary or beyond the control of the owner; provided however, any interruption shall not be substantially adverse to the interests of Southwest Metro Transit and shall not be inconsistent with the terms hereof. 11. AMENDMENT. This Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations may be amended only by a written agreement duly executed and delivered by the owners of the easement areas herein described and Southwest Metro Transit. 12. NON -MERGER. It is the intent of the Parties hereto that, notwithstanding the common ownership of one or more lots or parcels by one person or entity, now or for the duration of the easements, there shall be no merger of the fee and the servitude so as to cause the elimination of any easement herein created and declared_ 13. SUBSTITUTION OF BUS EGRESS ROUTE. I" Bloorn},erg r3e+eT-rnince that a reasonable alternate unite sufficient for bus travel, should be established from the Passenger Shelter area northerly to West 78th Street, the parties agree that this Agreement will be amended to create an easement for bus egress to West 78th Street over a new easement area and the easement area for bus egress as provided herein may be amended or released. Any change, release or amendment of the existing egress easement area shall be established by appropriate documents reasonably 11 agreed upon by the parties and their counsel, said documents shall be in recordable form and shall be recorded at the expense of Bloomberg. 14. PERMITS. Southwest Metro Transit covenants that it will obtain any and all necessary permits for any improvements on the Bloomberg Passenger Shelter Easement Area. 15. CESSATION BY SOUTHWEST METRO TRANSIT OF USE OF EASEMENTS. If Southwest Metro Transit shall cease, terminate, or abandon its use of any of the easements herein granted, for a period of One Hundred Eighty (180) consecutive days, the easements granted herein shall terminate and all rights of Southwest Metro Transit herein shall terminate, unless Southwest Metro Transit records in the Office of the County Records, Carver County, Minnesota, a document certifying to the continued use of and necessity for said easements and notifies the owners of the respective parcels of such recording within said 180 days [hereinafter referred to as 'Certificate of Continuing Use"], together with resumption of said usage of the easement for V4 01.1v Ve Q1 FlQll CLL" 1141e Vkl�.la4on xiU.in 180 dajs of reCvrdins v�' Southwest Metro Transit of said Certificate of Continuing Use. Evidence of termination may be recorded by affidavit of the owner of the title to an easement parcel. Notwithstanding the foregoing, in the event of casualty and rebuilding, or casualty and clearing of the site, Southwest Metro Transit shall be allowed such additional time, after its recording of a Certificate of Continuing Use, as required, if Southwest Metro Transit is proceeding with reasonable, diligent, 12 and good faith efforts, to accomplish the same, without loss of its easement rights hereunder. Further, any such restoration or clearing shall be subject to interruption by force maieure, and shall be subject to reasonable extension of time to Southwest Metro Transit if such extension is necessary and Southwest Metro Transit is proceeding with diligent and good faith efforts to complete its work. 16. No Third -Party Benefit. Nothing herein shall be construed to, and none of the parties hereto intend to, create any legal right or claim in any person, firm, or entity other than the signatory parties hereto or other than a person or entity as specifically identified herein. No benefit to any other third party is intended. No donation, dedication, or creation of any public right is intended or to be created from this Agreement. 17. ASSIGNMENT PROHIBITED. Neither Southwest Metro Transit, nor any successor nor assignee, may assign its rights hereunder except to a public governmental entity for use as set forth herein. No other 'Uses are en �rted. r 18. PARKING RAMP CONTINGENCY AND AMENDMENT OF EASEMENT. (a) The parties contemplate the construction of a parking ramp for the accommodation of the Southwest Metro Transit passengers, a passenger shelter, and possible future commercial uses. (b) Bloomberg does hereby grant to Southwest Metro Transit a valid and enforceable permanent easement on a parcel of land in the City of Chanhassen, 13 within the "Bloomberg Easement Areas", as identified in sub -section 18. (b) (i) below. (i) The area upon which Southwest Metro Transit shall have an easement for construction of a parldng ramp is that part of Parcel 1 and Parcel 2 of the Bloomberg Easement Areas (Exhibit C ) that lies easterly of the Westerly Ramp Line as set forth on. Exhibit F. No part of said Ramp shall be constructed westerly of said Westerly Ramp Line. (ii) Mutually acceptable access for vehicles, buses, and passengers would be provided within the Bloomberg Easement Areas, with appropriate easements. (iii) Plans and specifications for the ramp, its location, and its construction shall be subject to the mutual written approval of Bloomberg and Southwest Metro Transit, which approval shall not be unreasonably withheld by either Bloomberg or Southwest Metro Transit. (iv) If requested by Bloomberg pursuant to Section 18. (b) (vi), the ramp she" have sufficient fcundaticn and stn ct,4r i w�iar cter. to 'pert additional upper floors for residential apartment construction. (v) The grant of the easement for the land shall be without compensation to Bloomberg. (vi) The entire cost of construction of the ramp necessary for transit purposes shall be the sole responsibility of Southwest Metro Transit, provided however any cost associated with commercial or residential construction above the ramp (hereinafter referred to as 'additional costs") shall be the sole 14 responsibility of Bloomberg, including but not limited to the cost for additional pilings and fire wall protection for the floors of commercial or residential development. If Bloomberg determines to construct commercial or residential floors above the ramp it must notify Southwest Metro Transit in writing of its decision in time for Southwest Metro Transit to include in the design and bid documents for the ramp whatever additional design and construction items, including but not limited to additional pilings and fire walls, are necessary to accommodate such construction. Southwest Metro Transit shall include such additional design and construction items as an alternative bid item within its request for construction bids, hereinafter referred to as the "residential alternative." Not later than five (5) calendar days prior to the release of a request for bids by Southwest Metro Transit for construction of the ramp Bloomberg shall deposit with Southwest Metro Transit or with a mutually acceptable title insurance company doing business in the Twin Cities metropolitan area, in conformance with a customary and mutually acceptable rnngtnirt_nn rlighiir. ement agreement, crib in an amount equal to an amount equal to the project engineer's estimate of the additional costs to construct the residential alternative. If the deposit is not made, Southwest Metro Transit may delete the residential alternative from the request for bids. If the additional costs for the residential alternative is less than the deposit, Southwest Metro Transit shall return the excess to Bloomberg. If the additional costs for the residential alternative is more than the deposit, Bloomberg shall deposit with Southwest Metro Transit within three (3) 15 business days after notice from Southwest Metro Transit such amount as is necessary to make the deposit equal to the full amount of the additional costs for the residential alternative. If Bloomberg fails to make such additional deposit, Southwest Metro Transit may delete the residential alternative from the contract. Unless construction of the ramp commences within 120 days of deposit by Bloomberg, or if all bids are rejected, the deposit shall be returned forthwith to Bloomberg, and the escrow agreement shall so provide. Southwest Metro Transit may employ the procedures set forth in this paragraph on more than one occasion to award a contract for construction of the ramp and in each such attempt Bloomberg shall comply with the deposit provisions subject to termination provisions set forth in paragraph 18 (b) hereof. (vii) Southwest Metro Transit shall indemnify and save and hold harmless Bloomberg, and any first mortgagee holding a first V, Lr,ar, , u " vii 1 111th- eaSe:..enL i I iv uhe raiiap, from any claim, lien, liability, or judgment of any kind and nature whatsoever, arising out of the planning, approval, and construction of said ramp, except as to the matters requested by Bloomberg or matters of advice and consultation sought by Bloomberg for its own purposes. (c) At such time as such Ramp might be constructed, this Agreement will be amended to create an easement for the ramp and appropriate bus access within the Bloomberg Easement Areas. Such easements created herein will be 16 released and new easements granted to effectuate said ramp construction and operation, by appropriate documents reasonably agreed upon by the parties and their counsel, said documents shall be in recordable form and shall be recorded as the expense of Southwest Metro Transit. [d] Upon construction of the ramp, it is contemplated that the ramp and improvements owned by Southwest Metro Transit will qualify for exemption from real estate taxes. If the ramp and the value of the easement benefit of the parcel subject to the easement are not entirely exempt from real estate taxes and special assessments, the obligations relating to the allocation and sharing of real estate taxes and special assessments levied upon the "Bloomberg Easement Areas" , as provided in Section 7. [c], shall not be controlling on the allocation and payment of real estate taxes and special assessments assessed against the easement area upon which the ramp and other improvements are located_ To the extent the improvements owned by Southwest Metro Transit are deemed exempt from real estate taxes and special assessments, Southwest Metro Transit shall not be required to bear its share of such real estate taxes and special assessments. To the extent the improvements owned by Southwest Metro Transit are not exempt from real estate taxes and special assessments, the allocation of responsibility and obligation for such real estate taxes and special assessments shall be as agreed by Bloomberg and Southwest Metro Transit, and evidenced by a written amendment to this easement agreement, to be in recordable form. 17 [e] The agreements expressed in this section 18, and any obligation of either Bloomberg Companies or Southwest Metro Transit in this section 18, shall expire unless Southwest Metro Transit shall have awarded a contract for construction of the ramp by December 31, 2010. (l) If, at any time after commencement of construction or completion of construction of the Ramp, the Ramp were to be damaged or destroyed, and were not to be rebuilt by Southwest Metro Transit, Southwest Metro Transit shall clear the site and restore the surface area upon which the Ramp was located to its condition prior to commencement of construction. Southwest Metro Transit shall indemnify and save and hold harmless Bloomberg from any cost, liability, lien, or expense, including attorneys fees, arising from such site clearance and reconstruction of the surface area. (g) If, at any time after completion of construction of the Ramp, the Ramp were to be damaged or destroyed, and were not to be rebuilt by Southwest Metro Transit, and if Southwest Metro Transit is then operating its ^arse^.per f S Se^.'i^e, South—st M,e, Trasa $1 < l be •e�tvred iv itv aS1^ r Y •5 easement rights on the Parking Easement Areas as set forth herein, upon its request by written notice thereof given to, and received by, Bloomberg not later than Ninety (90) days following the date of damage or destruction to the Ramp, which restoration shall be evidenced by a written agreement of the parties, in recordable form, but which parking easement rights shall be subject to intervening easements and encumbrances that might have been created between the date of this Agreement and the date of Bloomberg's receipt of the 18 written notice by Southwest Metro Transit of its request to be restored to its Par -king easement rights_ 19. REMEDIES. If any party defaults in performance of its obligations hereunder, the other parry or parties shall have the right to seek damages, specific performance, or other remedy at law or equity. The prevailing party shall be entitled to recovery of reasonable attorneys fees. Interest at the rate of eight per cent per annum simple interest shall accrue on monetary amounts past due, and shall be payable notwithstanding the absence of litigation. IN WITNESS WHEREOF, the undersigned have caused this Agreement for Easement for Parking, Access, and Bus Shelter, and Maintenance Obligations to be duly executed and delivered_ 19 Bloomberg Companies Incorporated ByRA�P &6 &at-r� � e4 Ro�YN M• �/-oon+�24 Its ?FfasIG,anlr STATE OF MINNESOTA) COUNTY OF CQVN2 SS.) The fore ping instrument was acknowledged before me this 60 day of t L- , 2004, by r, y iJ q 0(3/- da k l3 6f1< the Pis I m a m of Bloomberg Companies Incorporated, a Minnesota corporation, on behalf of said corporation. 8�th'�/VJVLNW's �/A / 4 mac JOHNN D D. RICE V- Icu4"+ NOTAflY PUBLIC -MINNESOTA `: HENNEPIN COUNiYt:ary Public IL `�'? Yr Co�osoB Fxpir�Jan 31,2W5 21 Market Street LLC By Daniel i . r1sma Its President STATE OF MINNESOTA) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of March , 2004, by Daniel W. Engelsma the President of Market Street Station LLC, a Minnesota Limited Liability Company, on behalf of said Limited Liability Company. aQ4 NotAy PU lic ISMARY BAKKE NOTARY PUSUG-MINNESOTA Ny Commission ExOrn Jmr. 31,2M r Jk 17 SOUTHWEST METRO TRANSIT COMMISSION By Its i By_ Its STATE OF MINNESOTA COUNTY OF HENNEPIN tive .3i ) ss. The foregoing instrument was acknowledged before me this $ T'' day of April, 2004, by Craig Peterson, the Chair and Len Simich, Executive Director, respectively, of Southwest Metro Transit Commission, a joint powers entity established by the cities of Chanhassen, Chaska and Eden Prairie, on behalf of said joint powers entity. This Instrument was Drafted By: Rice Law Firm, Chartered 525 West 78th Street P.O. BOX 1180 Chanhassen, Minnesota 55317-1180. Notary Public This Instrument was Drafted By: Rice Law Firm, Chartered 525 West 78th Street P.O. BOX 1180 Chanhassen, Minnesota 55317-1180. Exhibit A - Market Street Station Parcel. Lot 2, Block 1, Chanhassen Mall, Carver County, Minnesota; Outlots B, C, and D, Frontier Cinema Addition, Carver County, Minnesota; Outlots A, B, and C, together with vacated Pauly Drive, adjacent to abutting said Outlots, and appurtenant thereto, Easy Rider Addition, Carver County, Minnesota; Exhibit A - Exhibit A - 1 --- Market Street Station Access Easement Area. A strip of land 26.00 feet in width over Pauly Drive, vacated, as dedicated in Easy Rider Addition, according to the recorded plat thereof and situate in Carver County, Minnesota, which lies 13.00 northerly, and 13.00 feet southerly of the centerline of said Pauly Drive, vacated. The side lines of said strip shall be prolonged or shortened to terminate on the easterly line of Market Boulevard, as dedicated in said Easy Rider Addition, and the southerly extension of the east line of Outlot B, Easy Rider Addition. Carver County, Minnesota. - Exhibit A - 1 - Exhibit B - Bloomberg Parcels. Parcel 1. Lot 2, Block 1, Frontier Cinema Addition, Carver County, Minnesota. Parcel 2. Outlot A, Frontier Cinema Addition, Carver County, Minnesota. Parcel 3. That part of the Northeast Quarter of the Northwest Quarter of Section 13 1. Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the southeast comer of Outlot A, FRONTIER CINEMA ADDITION, according to the recorded plat thereof; said Carver County; thence North 0 degrees 08 minutes 32 seconds East, assumed bearing along the east line of said Outlot A, a distance of 88.25 feet to the point of beginning of the land to be described; thence East a distance of 111.83 feet; thence North a distance of 15.88 feet; thence East a distance of 120.70 feet; thence North 10 degrees 21 minutes 14 seconds West a distance of 181.50 feet; thence North 89 degrees 51 minutes 28 seconds West a distance of 200.71 feet; thence South a distance of 14.73 feet to the north line of said Outlot A; thence South 89 degrees 51 minutes 28 seconds East a distance of 16.24 feet to the northeast comer of said Outlot A; thence Southerly along said east line to the point of beginning. Parcel 4. That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at the southeast comer of Outlot A, FRONTIER CINEMA ADDITION, according to the recorded plat thereof; said Carver County; thence North 79 degrees 32 minutes 00 seconds East, assumed bearing along the northerly line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company right-of-way a distance of 16.97 feet; thence North a distance of 88.97 feet; thence North 89 degrees 51 minutes 26 seconds West a distance of 16.46 feet to the east line of said Outlot A; thence South 0 degrees 08 minutes 32 seconds West along said east line a distance of 92.09 feet to the point of beginning. *** EXHIBIT B *** Exhibit C - Bloomberg Easement Areas Easement Parcel I. That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the southeast corner of Outlot A, FRONTIER CINEMA ADDITION, according to the recorded plat thereof, said Carver County; thence North 0 degrees 08 minutes 32 seconds East, assumed bearing along the east line of said Outlot A, a distance of 88.25 feet to the point of beginning of the land to be described; thence East a distance of 111,83 feet; thence North a distance of 15.88 feet; thence East a distance of 120.70 feet; thence North 10 degrees 21 minutes 14 seconds West a distance of 112.55 feef to the easterly extension of the south line of the north 53.00 feet of said Outlot A; thence North 89 degrees 51 minutes 28 seconds West along said extension a distance of 196.99 feet to the east line of said Outlot A; thence southerly along said east line to the point of beginning. Easement Parcel 2. That part of the Outlot A, FRONTIER CINEMA ADDITION, according to the recorded plat thereof and situate in Carver County, Minnesota described as beginning at the southwest comer of said Outlot A; thence North 0 degrees 34 minutes 02 seconds East, assumed bearing along the west line of said Outlot A a distance of 144.70 feet; thence South 89 degrees 25 minutes 58 seconds East a distance of 116.96 feet; thence North a distance of 94.57 feet to the south line of the north 53.00 feet of said Outlot A; thence South 89 degrees 51 minutes 28 seconds East along said south line a distance of 20.19 feet to the east line of said Outlot A; thence southerly along said east line to the southeast comer of said Outlot A; thence southwesterly along the southerly line of said Outlot A to the point of beginning. Easement Parcel 3. That part of the east 21.00 feet of Lot 2, Block 1, FRONTIER CINEMA ADDITION, according to the recorded plat thereof and situate in Carver County, Minnesota lying southerly of a line drawn westerly and at right angles from a point in the east line of said Lot 2, distant 144.70 feet north of the southeast comer thereof Together with that part of the west 90.00 feet of the east 111.00 feet of said Lot 2 lying southerly of a line drawn westerly and at right angles from a point in the east line of said Lot 2, distant 84.70 feet north of the southeast comer thereof. -Exhibit C - Exhibit D — Bloomberg Passenger Shelter Easement Area. That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at the southeast comer of Outlot A, FRONTIER CINEMA ADDITION, according to the recorded plat thereof, said Carver County; thence North 79 degrees 32 minutes 00 seconds East, assumed bearing along the northerly line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company right-of-way a distance of 16.97 feet; thence North a distance of 88.97 feet; thence North 89 degrees 51 minutes 26 seconds West a distance of 16.46 feet to the east line of said Outlot A; thence South 0 degrees 08 minutes 32 seconds West along said east line a distance of 92.09 feet to the point of beginning. -FXWbit D- Exhibit E - Bloomberg Bus ingress and Egress Easement Area. That part of Lot 2, Block 1, and that part of Outlot A, all in FRONTIER CINEMA ADDITION, according to the recorded plat thereof and situate in Carver County, Minnesota, lying within twelve (12) feet on either side of the following described line: Commencing at the southwest corner of said Lot 2; thence North 0 degrees 08 minutes 32 seconds East, assumed bearing along the west line of said Lot 2 a distance of 18.78 feet to the point ofbeginning of the'center line to be described; thence North 79 degrees 32 minutes 00 seconds East a distance of 28131 feet; thence North 0 degrees 08 minutes 32 seconds East a distance of 232.93 feet; thence North 89 degrees 51 minutes 26 seconds West a distance of 229.21 feet; thence South 0 degrees 08 minutes 32 seconds West a distance of 275.86 feet and said center line there terminating. The side lines of said strip shall be prolonged or shortened to begin at the west line of said Lot 2. - Exhibit E - EXHIBIT E rescript op of VVes_edy Rat-repLine A line described as foiIo.�vs_ Corn„encing at fre Southeast comer o; J!ud " FRONTIER CJNE,vl 1 ADDITION, according to the recorded Mat thereof, Ca; tier Co i ity, Minnesota: thence North 00 decrees 08 minutes 32 seconds East assumed bearing along the East line of said Out;ot A, 110.00 feet; thence c o� xtlt wing North 00 degrees 08 m€rules 32 seconds East t0its intersection vvith is e nodh fine os said Ouflot A, and said line iheree termni-ating. 223026.DCC CONSENT AND AGREEMENT For good and valuable consideration, Bremer Bank, National Association, as Mortgagee in that certain First Combination Mortgage, Security Agreement and Fixture Financing Statement, dated February 4, 1999 and recorded as Document No. 245261 in the Office of the County Recorder, Carver County, Minnesota, and as Secured Parry in that certain Assignment of Rents and Leases dated February 4, 1999 and recorded as Document No. 245262 in the Office of the County Recorder, Carver County, Minnesota, in which documents Bloomberg Companies Incorporated, a Minnesota corporation, is the mortgagor and assignor respectively, does hereby consent to the foregoing instrument, entitled "Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations", dated the 7 rH day of Jq G. , 2004, and agrees that said First Combination Mortgage, Sec rity Agreement, and Fixture Financing Statement and that said Assignment of Rents and Leases are subject to said `Agreement for Easement for Parking, Access, and Passenger Shelter, and Maintenance Obligations", to which this Consent and Agreement is attached. Bremer Bank, National Association By C � 0 �-� Andrew F. Robinson Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foreoing Consent was a know edged before me, a Notary Public, this 7 _ day of } 1 , 2004, by Andrew F. Robinson, Vice President of Bremer 8ank, National Association, a national banking association, on behalf of the national banking association. ....a.a e JAMES F. CHRISTOFFEL ®NOTARY PUBLIC —MINNESOTA My OCTMm E ;Vm Jan. 31, 2005 6 Notarial Seal or Stamp (or other title or rank) gn e o e'son Taking Acknowledgement DOCUMENT TTTLE: DOCUMENT DATE: NAMES: DOCUMENT C - Document No. OFFICE OF THE (Reserved for Cou A 387172 COUNTY RECORDER IIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIII Filing Fee: RVER$ 3100 C ec/ kW: 33835 Certified filed and recorded on 05-20-2004 at 04:00 ❑ AM RM 2114-05,20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIII Carl W. Hanson, A IIIIIIIII�III County Recorder CARVER COUNTY RECORDER/REGISTRAR OF T=S 0 ACCESS EASEMENT AGREEMENT THIS ACCESS EASEMENT AGREEMENT ("Agreement") is made as of this -14�_day of nrV✓, 1 2004, by and between MARKET STREET STATION, LLC, a Minnesota limited liability company ("MSS") and BLOOMBERG COMPANIES INCORPORATED, a Minnesota corporation ("Bloomberg"). RECITALS A. MSS is the owner of a certain parcel of land legally described on Exhibit A which is attached hereto and made a part hereof (the "MSS Parcel'; and B. Bloomberg is the owner of a certain parcel of land legally described on Exhibit B which is attached hereto and made a part hereof (the `Bloomberg Parcel'); and C. MSS has agreed to grant to Bloomberg an Access Easement over the MSS Parcel in .accordance with the terms hereof. The terms MSS and Bloomberg shall be deemed to refer to such parties and to the respective heirs, successors, grantees and assigns of such parties (individually, an "Owner", or collectively, the "Owners"). NOW, THEREFORE, in consideration of the mutual covenants and agreements hereinafter set forth, MSS and Bloomberg hereby agree as follows: ARTICLE I GRANT OF EASEMENT Section 1.01 Access Easement. MSS hereby grants and conveys to Bloomberg, its agents, contractors, tenants, employees, customers, invitees, successors and assigns, a non-exclusive easement appurtenant to the Bloomberg Parcel for ingress and egress by vehicles and pedestrians over and upon that portion of the MSS Parcel described on Exhibit C which is attached hereto and made a part hereof (the "Access Easement Area'). The Access Easement Area and any improvements located thereon shall be maintained by MSS in a first-class condition at its sole cost, including all surfacing, cleaning, snow removal and other maintenance. MSS reserves the right to relocate the Access Easement Area to another location on the MSS Parcel (the "Relocated Access Easement Area") if necessary to allow MSS to add additional improvements to, or alter or reconfigure the improvements on, the MSS Parcel, provided that, (a) the Relocated Access Easement Area shall be relocated, surveyed and constructed at the sole cost and expense of MSS, (b) the Relocated Access Easement Area shall be relocated and constructed according to applicable requirements of governmental entities having jurisdiction over the MSS Parcel, and (c) MSS, at its sole cost and expense, shall execute, together with Bloomberg and any other parties whose consent may be required or is reasonably necessary, a recordable amendment to this Agreement substituting the Relocated Access Easement Area for the Access Easement Area. NGS-sg flb? -MPLS (ML) ARTICLE I1 REMEDIES Section 2.01 Indemnification; Insurance. Each Owner will indemnify, defend and save the other Owner harmless from and against any and all suits, demands, liabilities, costs and other expenses, including reasonable attorneys' fees, incurred by the other Owner in connection with or arising out of (a) a breach of this Agreement by the indemnifying Owner, and/or (b) any use of the easements created by this Agreement by the indemnifying Owner, its tenants, customers, employees, contractors, vendors and invitees, except that the indemnifying Owner shall have no obligation to so indemnify the other Owner to the extent that such suits, demands, liabilities, costs and other expenses occur as a result of the other Owner's negligence or intentional acts. Each Owner shall maintain during the term of this Agreement public liability insurance (with reasonable deductibles, taking into account the financial strength of the insured) in at least the amount of $1,000,000.00 per occurrence, which insurance shall name the other Owner as an additional insured and shall contain a provision stating that the insurance shall not be canceled or materially modified without at least ten (10) days prior written notice to the other Owner and, upon request, shall deliver to the other Owner a certificate of insurance indicating that such Owner has obtained and maintains the required insurance: Section 2.02 Self Help; Lien Rights; Disputes. (a) If any Owner shall default in the performance of an obligation of such Owner (such Owner being herein called a "Defaulting Owner"), the other Owner (the "Nondefaulting Owner"), in addition to all other remedies it may have at law or in equity, after twenty (20) days' prior written notice to the Defaulting Owner and any first inortgagee (or in the event of an emergency after such notice as is practical under the circumstances), shall have the right to perform such obligation on behalf of the Defaulting Owner. In such event, the Defaulting Owner shall promptly reimburse the Nondefaulting Owner the reasonable cost thereof, together with interest thereon from the date of outlay at a rate equal to the lesser of (i) two percent (2%) in excess of the prime lending or base rate charged by US Bank National Association for commercial loans of its most preferred commercial customers or (ii) the highest rate permitted by applicable law (the "Interest Rate"). (b) Any such claim for reimbursement, together with interest thereon as aforesaid, shall be secured by a lien on the Parcel and improvements thereon owned by the Defaulting Owner, which lien shall be effective upon the recording of a notice thereof in the Office of the County Recorder of Carver County, Minnesota. The lien shall be subordinate to any first mortgage now or hereafter affecting the Parcel of the Defaulting Owner (a "First Mortgage'). Section 2.03 Injunctive and Other Remedies. In the event of a breach by any Owner of any obligation of this Agreement, the other Owner shall be entitled to obtain an order specifically enforcing the performance of such obligation or an injunction prohibiting any such breach; the Owners hereby acknowledge the inadequacy of legal remedies and the irreparable harm which would be caused by any such breach, and/or to relief by other available legal and equitable remedies from the consequences of such breach. - 2 - Section 2.04 Non -waiver. No delay or omission of any Owner in the exercise of any right accruing upon any default of any other Owner shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Owner of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Owner shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. Except as otherwise specifically provided in this Agreement, (a) no remedy provided in this Agreement shall be exclusive but each shall be cumulative with all other remedies provided in this Agreement and (b) all remedies at law or in equity shall be available. Section 2.05 Non -terminable Agreement. No breach of the provisions of this Agreement shall entitle any Owner or party to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any party may have hereunder by reason of any breach of the provisions of this Agreement. No breach of the provisions of this Agreement shall defeat or render invalid the lien of any mortgage made in good faith for value covering any part of the Parcels, and any improvements thereon. ARTICLE III NOTICES Section 3.01 Notices. Any notice, report or demand required, permitted or desired to be given under this Agreement shall be in writing and shall be deemed to have been sufficiently given or served for all purposes if it is mailed by registered or certified mail, return receipt requested, to the parties at the addresses shown below or at such other address as the respective parties may from time to time designate by like notice: If to MSS: Market Street Station, LLC c/o Kraus -Anderson Realty Company 4210 West Old Shakopee Road Bloomington, Minnesota 55437 Attention: Market Street Station Property Manager If to Bloomberg: Bloomberg Companies Incorporated 525 West 78" Street Chanhassen, Minnesota 55317 Attention: Clayton T. Johnson - 3 - ARTICLE IV MISCELLANEOUS Section 4.01 Miscellaneous. (a) If any provision of this Agreement, or portion thereof, or the application thereof to any Person or circumstances, shall, to any extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. (b) This Agreement shall be construed in accordance with the laws of the State of Minnesota. (c) The Article headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretat'io'n. -of this Agreement or any part hereof. (d) Nothing in this Agreement shall be construed to make the parties hereto partners or joint venturers or render either of said parties liable for the debts or obligations of the other. (e) This Agreement shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. (f) This Agreement may be amended, modified, or terminated at any time by a declaration in writing, executed and acknowledged by all the parties to the Agreement or their successors or assigns; this Agreement shall not be otherwise amended, modified or terminated during the term hereof. (g) This Agreement sets forth all of the covenants, promises, agreements, conditions and understandings among the parties hereto concerning the easements granted herein. (h) Wherever and as often as one Owner shall not have paid any sum payable hereunder to another Owner within five (5) days of the due date, such delinquent Owner shall pay interest on such amount from the due date to and including the date such payment is received by the Owner entitled thereto, at the Interest Rate defined in Section 2.02(a). THE REMAINDER OF THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK - 4 - IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the day and year first above written. MARKET STREET STATION, LLC sy: Daniel W. Engelsm Its: President STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this d!5 "'� day of MCM C14, 2004, by Daniel W. Engelsma, the President of Market Street Station, LLC, a Minnesota limited liability company, on behalf of said limited liability company. Y � MARY BAKKE NOTARY PUSUC-MINKSOTA Mr Commission r+pra Jm. 71, 2DD5 Y M BLOOMBERG COMPANIES INCORPORATED f By Carolynvl. Bloomberg Its President STATE OF MINNESOTA ) ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this y of 20 �Q, by Carolyn M. Bloomberg, President of Bloomberg Companies Incorporated, a Corporation under the laws of Minnesota, on behalf of the Corporation. NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK) 6 SIAATURE OF PERSON TAKING CKNOWLEDGEMENT 4 ■ 47 -, JOHN D. RICE } NOTARY PUBUC-MINNZOTA HENNEPIN COUNTY n K Exhibit A MSS Parcel Lot Two (2), Block One (1), Chanhassen Mall and Outlots A, B and C, Easy Rider Addition, and vacated Pauly Drive, as dedicated in the plat of Easy Rider Addition, that lies easterly of the following described line: Beginning at the northwest corner of Outlot A, said Easy Rider Addition, thence South 0 degrees 08 minutes 32 seconds West, an assumed bearing, along the easterly right of way line of Market Boulevard, as dedicated in the plat of Easy Rider Addition, a distance of 80.22 feet; thence southerly and southeasterly 339.36 feet along a tangential curve concave to the east having a radius of 555.82 feet and a central angle of 34 degrees 58 minutes 56 seconds, and said line there terminating. According to the plats thereof on file and of record in the Office of the County Recorder, Carver County, Minnesota. and Outlots B and C, Frontier Cinema Addition; and the West 90.00 feet of the South 13.50 feet and the East 60.61 feet of the West 150.61 feet of the South 3.5 feet of Lot 2, Block 1, Bloomberg 2nd Addition, Carver County, Minnesota. [to be re -platted into Lot 1, Block 1, Market Street Station Addition] Exhibit B LEGAL DESCRIPTION Tract 1: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 116, Range 23, described as follows: Cc=encing at a point on the North line of said Section 13, Distant 312.0 feet West from the North 1/4 corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly r/w line of Highway 101, thence Southeasterly along said Southerly r/w line a distance of 12.58 feet along a curve concave to the Southwest, having a delta of 2 degrees 33 minutes 55 seconds and -a radius of 281.00 feet; thence South 38 degrees 51 minutes 39 seconds East a distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.68 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree 11 minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said North line 311.88 feet; thence North parallel with the West line of said NE 1/4 of the NW 1/4 a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North lino a distance of 675.1E feet to the point of beginning, Carver County, Minnesota. Excepting from the above described parcel the following: Parcel 1: All that part of the following described property: That part of the Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) of Section 13, Township 116, Range 23, described as follows: Commencing at the Northeast corner of said 1/4-1/4; thence West along the North line of said 1/4-1/4 distant 252.0 feet to the actual point of beginning of the tract to be described; thence continuing West along said North line 60.0 feet; thence South Parallel with the East line of said 1/4-1/4 distant 378.0 feet to the Northerly right -Of -way of the Chicago, Milwaukee, St. Paul and Pacific Railroad; thence East along said R.R. R/W 120.0 feet to a point 192 feet West of the East line of said 1/4-1/4; thence North parallel with said East line 75.0 feet to a point 303.0 feet South of the North line of said 1/4-1/4; thence West parallel with said North line 60.0 feet; thence North 303.0 :East to the actual point of beginning; except that part of the above described premises taken for highway purposes. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet Southeasterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner cf the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of WEST parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of EAST for 107:01 feet to the actual point of beginning of said lige; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds, and said line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last.described line for 32.13 feet to said point of termination. And all that part of the following described property: Commencing at a point 20 rods South of the Northeast corner of the Northwest Quarter of Section 13, Township 116, Range 23, thence running West 6 rods; thence South at right angles to the last line to the North line of the right-of-way of the Eastin;gs and Dakota Division of the Chicago, Milwaukee and St. Paul Railway Company; thence Easterly along said North line of said right-of-way to a point where the North and South center line of said Section 13 strikes said North line of said right-of-way of said Railway Company; thence North on said center line to place of beginning, 9i t`�ted i= the :`orthcast Caarter Of tha Nortuwaot Qtiia i'GF]G of said Section 13, containing 13/100 acres more or less. Except that part of the above described property conveyed in Deed Book 128, page 214 files of the Carver County Recorder, Carver County, Minnesota, and being more particularly described as being the North 21.5 feet of the above described property. Parcel 2: All that part of the following described property: All that part of the Northeast Quarter of the Northwest Quarter (NE 1/4 of Nw 1/4) of Section Thirteen (13), Township One Hundred Sixteen (116), Range Twenty Three (23), lying West of a line drawn parallel with and distant 312 feet West of the North and South Quarter section line of said Section Thirteen (13), North of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway Company and East of the following described line, to -wit: Beginning at a point 537 feet West and 33 feet South of the Northeast corner of the Northeast Quarter of the Northwest Quarter OMI /4 of NW1/4) of said Section Thirteen (13); thence South at right angles to the North Line of said Section 155 feet to the Southeast corner of the tract of land described in Book 30 of Deeds, page 459; thence West at right angles 2S feet; thence South and parallel with the West Line of said Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) to the North Line of the right-of-way of the Chicago, Milwaukee, St. Paul and Pacific Railway. And all that part of the following described property: That part of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's right-of-way in the Northeast Quarter of the Northeast Quarter of the Northwest Quarter (NEI/4 of N81/4 of NPT]./4) of Section 13, Township 116 North, Range .23 West, in the Village of Chanhassen, Carver County, Minnesota which lies Northerly of a line distant fifty six and one half feet (56.51) Northerly of, (measured at right angles and radially to) and parallel with the center line of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company's main track as now there laid and established, said sight -of -way having been acquired by Warranty Deed from John P. Rosbach and wife to Hastings and Dakota Railway Company (predecessor of the Chicago, Milwaukee and St. Paul Railway Company) dated October 9, 1880 and recorded in Book 5 of Deeds, pages 483 and 484 in Register of Deeds Office of Carver County and by two Warranty Deeds from John P. Rosbach and wife to Chicago, Milwaukee and St. Paul Railway Company (predecessor to the Chicago, Milwaukee, St. Paul and Pacific Railway Company) one dated July 21, 1881, recorded in Register of Deeds Office in Book My;;,page 427 and 428 and the other dated July 15, 1912, recorded in Book 23 of Deede, page 311. Which lies Northerly of a line drawn parallel and/or concentric with and distant 50.00 feet southwesterly from the following described line: Commencing at a point distant 5.00 feet South from said Northeast corner of the Northwest Quarter as measured at a right angle from the North line of said Northwest Quarter; thence on an assumed bearing of WEST parallel with said North line of the Northwest Quarter for 600.00 feet; thence on a bearing of EAST for 107.01 feet to the actual point of beginning of said line; thence Easterly and Southeasterly for 257.84 feet along a tangential curve concave to the Southwest having a radius of 300.00 feet and a central angle of 49 degrees 14 minutes 41 seconds; thence South 40 degrees 45 minutes 19 seconds East, tangent to said curve, for 351.48 feet; thence Southeasterly and Southerly for 249.72 feet along a tangential curve concave to the Southwest having a radius of 344.92 feet and a central angle of 41 degrees 28 minutes 55 seconds and maid line there terminating. Said point of termination of said line is more particularly described as follows: Commencing at said Northeast corner of the Northwest Quarter; thence Southerly along the East line of said Northwest Quarter for 605.95 feet; thence Easterly perpendicular to the last described line for 32.53 feet to said point of termination. Parcel 3: Commencing at the Northeast (NE) corner of the Northeast Quarter of the Northwest Quarter (N81/4 NW1/4) Section 13, Township 116, Range 23; thence West along the North line of said Quarter -Quarter, a distance of 252 feet to the actual point of beginning of tract of land to be described; thence South parallel with the East line of said Quarter -Quarter distant 303 feet; thence Bast parallel with the North line of said Quarter -Quarter a distance of 60 feet; thence North parallel with East line of said Quarter -Quarter line a distnace of 303 feet; thence West 60 feet to the point of beginning. Situate in the Northeast Quarter of the Northwest Quarter (NE1/4 WWI/4) of Section 13, Township 116, Range 23. MUP That part of the Northweat 1/4 of Section 13, Township 116, Range 23, Carver county, Minnesota, described as follows: Commencing at `chin Nort."&ast corner 6f said Northwest I/4; thence South along the East line of said Northwest 1/4 a distance of 351.5 feet; thence West at right angles 192.0 feet mors.or Zeas to its intersection with a line 192.0 feet West of and parallel with the East line of said Northwest 1/4, as measured along a line parallel with the North line of said Northwest 1/4, to the actual point of beginning; thence continuing along the last described course 15.0 feet; thence North parallel with the Hast line of said Northwest 1/4 to a line 303.0 feet South of and parallel with the North line of said Northwest 1/4; as measured along a line parallel with the East line of said Northwest 1/4; thence East parallel with the North line of said Northwest 1/4 a distance of 15.0 feet to a line 192.0 feet West of and parallel with the East line of said Northwest 1/4,•as measured along a line parallel with the North line of said Northwest 1/4; thence South parallel with the East line of said Northwest 1/4 to the point of beginning. Parcel 4: Commencing at a point, said point being the NE corner of NW1/4 of Section 13, Township 116, Range 23; running thence West on the North Section line of Section 13, Township and range aforesaid, a distance of 252 feet; thence due South a distance of 188 feet to a point; thence due East a distance of 60 feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 196 feet to a point; thence due Hast a distance of 60 feet to a point; thence due North a distance of 196 feet to a point; thence due West a distance of 60 feet to the place of beginning. Said tract being in the NSI/4 of NW1/4 of Section 13, Township 116, Range 23 West. Tract 2: That part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 11.6, Range 23 which lies North of a line parallel with and 56.50 feet Northerly of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company, main track center line as now laid out and established, East of the plat of Frontier Cinema Addition, lying West of the Westerly line of Highway 101 and South of that part of the Northeast Quarter of the Northwest Quarter of Section 13, Township 115, Range 23, described as follows: Commencing at a point on the North line of said Section 13, Distant 312.0 feet West from the North 1/4 corner thereof; thence South at right angles to said North line 33.0 feet to the actual point of beginning; thence continuing South along the last described course 94.66 feet to the Southerly r/w line of Highway 101, thence Southeasterly along said Southerly r/w line a distance of 12.58 feet along a curve concave to the Southwest , having a delta of 2 degrees 33 minutes 55 seconds and a radius of 281.00 L__a Li ____ wuth 3V LLO leve 31J Y11331.iCE nn Loo �, u+w ago y B 7 8(lC 031[76 distance of 235.02 feet; thence South 56 degrees 58 minutes 06 seconds West a distance of 197.66 feet; thence North 88 degrees 06 minutes 20 seconds West, parallel with the North line of said section, a distance of 354.91 feet; thence North 1 degree it minutes 04 seconds East a distance of 76.15 feet; thence West parallel with said North line 311.68 feet; thence North parallel with the West line of said NE 1/4 of the NW 1/4 a distance of 319.03 feet to a point 33.0 feet South of the North line of said Section 13; thence East parallel with said North line a distance of 675.18 feet to the point of beginning, Carver County, Minnesota, except that part Commencing at a point, said point being the NE corner of NW1/4 of Section 13, Township 116, Range 23; running thence West on the North Section, line of Section 13, Township and range aforesaid, a diatance of 252 feet; thence due South a distance of 188 feet to a point; tb ence due East a distance of 6o feet to a point which is the point of beginning of the land herein to be described; thence due South a distance of 196 feet to a point; thence due Bast a distance of 60 feet to a point; thence due North a distance of 196 feet to a point; thence due West a distance of 60 feet to the place of beginning. Said tract being in the NEI/4 of NW1/4 of Section 13, Township 116, Range 23 West. Abstract Property. Tract 3: Lot 2, Block 1, and Outlot A, Frontier Cinema Addition, according to the recorded plat thereof, and situate in Carver County, Minnesota. Abstract Property. Tract 4: Lot 1, Block 1, Bloomberg 2nd Addition, except, that part contained within plat of Frontier. Cinema Addition, according to the recorded Plat thereof, and situate in Carver County, Minnesota, which is contained in Frontier Cinema Addition. Abstract Property. Exhibit C Access Easement Area A 40.00 foot easement for ingress and egress purposes the centerline of said easement being described as follows: Commencing at the northeast corner of Outlot B, Easy Rider Addition, according to the recorded plat thereof, Carver County, Minnesota; thence South 0 degrees 08 minutes 32 seconds West, an assumed bearing, along the easterly line of said Outlot B and its southerly extension, a distance of 120.65 feet, to the point of beginning of the centerline to be described; thence South 79 degrees 32 minutes 00 seconds West, a distance of 141.34 feet; thence westerly and northwesterly 246.09 feet along a tangential curve concave to the north, having a central angle of 36 degrees 05 minutes 55 seconds and a radius of 390.59 feet; thence westerly and southwesterly 168.15 feet, more or less, along.a reverse curve concave to the south, having a central angle of 41 degrees 53 minutes 20 seconds and a radius of 230.00 feet, to the easterly line of Market Boulevard, as dedicated in the plat of Easy Rider Addition, and said centerline there terminating. The side lines of said easement are to be prolonged or shortened to begin and terminate at the easterly line of said Easy Rider Addition and the easterly right-of-way line of Market Boulevard. Document No, _Z --- STATE OF MINNESOTA CARVER COUNTY RECORDER (Abstract partment) Filling Fee: � Copy Fee: I Check No:iCash Filed On at 1" a /7'i Carl W. Hanson County Recorder By: — �i& J�� 97-52 EASEMENT Abstract THIS AGREEMENT made �� �' 1� �3�'1 J 19-L--/, by and between Bloomberg Companies Incorporated, a Minnesota Corporation, ("GRANTOR"), and Minnegasco, a division of NorAm Energy Corp., 800 LaSalle Avenue, 11th Floor, Minneapolis, Minnesota, 55402 a Delaware corporation, ("GRANTEE"). 1. GRANTOR, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration to GRANTOR from GRANTEE, receipt of which is acknowledged, grants to GRANTEE, its successors and assigns, forever, perpetual 10 -foot easements at all times to lay, construct, inspect, protect, operate, maintain, alter, abandon, relocate, replace, substitute and remove gas transmission or distribution pipelines or pipeline facilities ("gas facilities") and appurtenances thereto in, under and upon the following described property ("Premises") in the City of Chanhassen, County of Carver, State of Minnesota: The first easement is described as that part of Lot 2, Block 1, Frontier Cinema Addition, according to the plat thereof on file and of record in the Office of the Register of Deeds in and for said Carver County described as follows: Beginning at the most southwesterly corner of said Lot 2; thence on an assumed bearing of North 00° 08' 32" East along the west line of said Lot 2, a distance of 147.78 feet to a corner; thence 1 North 89" 53' 01 " East, a distance of 10.00 feet; thence South 00" 08' 32" West to the southerly line of said Lot 2; thence South 79" 32' 00" West, along the south line of said Lot 2 to the point of beginning. ("Premises") AND: The second easement is described as a strip of land 10.00 feet wide across that part of Outlet B, Frontier Cinema Addition, according to the plat thereof on file and of record in the Office of the Register of Deeds in and for said Carver County, which lies 5.00 feet on each side, measured at right angles, of a center line described as follows: Beginning at a point on the east line of said Outlet B, distant 35.00 feet from the northeast corner of said Outlet B; thence South 89" 56' 40" West, a distance of 17.5 feet; thence North 00" 03' 20" West, a distance of 35.00 feet to the north line of said Outlot B and said center line there terminating. The sidelines of the easement are to be lengthened or shortened to intersect with the north line and the east line of said Outlet B. ("Premises") (As shown on the attached drawing which is incorporated by reference.) This grant of an easement shall include the right of GRANTEE to ingress and egress to and from GRANTOR's (or its successors and assigns) property for the purpose of excavating, laying, constructing, inspecting, protecting, operating, maintaining, altering, relocating, repairing, replacing, substituting and removing the property of GRANTEE, together with the privilege of temporarily placing tools, equipment, material and dirt on the abutting property for the above listed purposes. GRANTEE also shall have the right to place signs and markers on the property as required by law or necessary in the judgment of Minnegasco to protect the interest of the public or property owner or to notify them of GRANTEE's easement, or gas facilities. 2. GRANTOR promises and warrants that it has legal and fee title to the 2 above described Premises and has the right, without title restriction, to execute and deliver this instrument. 3. GRANTOR agrees that it will not interfere with GRANTEE's operation of its gas facilities or GRANTEE'S easement rights. GRANTOR agrees that the Premises shall not be encroached upon by filling, excavation, erection of buildings or permanent enclosures which would interfere with the gas facilities located therein or which would otherwise obstruct access thereto in any manner whatsoever; provided, however, that GRANTOR shall have the right to use the surface of the Premises for gardens, shrubs, landscaping, curbing, gutters, sidewalks and paving, or any other improvement, except as previously excluded herein. GRANTEE may remove any encroachments of GRANTOR on GRANTEE's easement and GRANTOR will be responsible for bearing the cost of any such removal. GRANTOR also agrees that other future utilities shall not be located within the easement without the advance written consent of GRANTEE, which consent shall not be unreasonably withheld. 4. GRANTOR will not perform or undertake any activity which could damage or restrict the use of GRANTEE's gas facilities in the easement. 5. GRANTEE agrees to construct the gas facilities to meet or exceed all applicable codes and ordinances. GRANTEE shall at all times exercise due care and diligence to avoid injury or damage to buildings, and other personal property of the GRANTOR, and the GRANTEE shall indemnify the GRANTOR from any 6amage or loss arising or occurring to such property solely by reason of the operation, maintenance, relocation, replacement, substitution or removal of said gas facilities. 6. In the event that use of the gas facilities is at any time discontinued by GRANTEE, GRANTEE shall have the right, but not the duty, to enter upon the Premises and remove all or any portion of the gas facilities and appurtenances 3 which lave been placed on the Premises by GRANTEE. 7. The terms and provisions of this instrument shall run with the land and shall extend to and be binding upon GRANTOR, GRANTOR's heirs, legal representatives; successors, and assigns. (REMAINDER OF PAGE LEFT BLANK INTENTIONALLY) S GRANTOR(s) Bloomb��rg``Companies Incorporated By: �ZIr�G� Its: STATE OF MINNESOTA) COUNTY OF A I"—V IE—P-!I ss The foregoing instrument was acknowledged before me this . day of 19 f7 by Bloomberg Companies Incorporated, a Minnesota Corporation, on behalf of the corporation. ATTESTATION NorAm Energy Corp. 140 1� By: 1 aw(v .Its: -"';I�nsiIJ6yI6o orate Secretary (CO%'16" SEAL) 31 Y STATE OF MINNESOTA) ) ss COUNTY OF HENNEPIN ) Notary Public _� ji — *�.� JOHN RICE NOTAPy PUOUC- WWMTA HENNEPIN COUNTY WY COMM, Expo" 131-M GRANTEE By: Its: ice of Corp. The (foregoing instrument was acknowledged before me this —l -o day of 4a;;A L� , 19-9L , by Steven J. Holmstoen, Vice President of Minnegasco, a division of NorAm Energy Corp., a Delaware corporation, on behalf of the corporation. Please mail this doc-a -nt subsequent to recording to: Steve Von Sargen Real Estate Minneaasco P.O. box 1165 Minneapolis, Mt: 55440-1165 Notary Public STEVEN VON BASGEN Notary Public- Nl nrmota Oakota County THIS INSTRUMENT WAS DRAFTED BY MINNEGASCO, A DIVISION OF NorAm Energy Corp. 800 LaSalle Avenue, 11 th Floor, Mpls., MN. 55402 ►NTIER CINEMA ADDITI®N -- 4 7 1 'IQ WEST 78TH STREET p lila q /I I. r I I i I 1 I y in .(Ofl9 TO .OYID. '.19, p Sc91=: jxu I -nn N B7S'cOUTL E 1 t I rs i>2we..lo OUTLET 8 P S I1Mm J w ;/1 c9�ly. :Y i f 9 I r= J v)O � 8 N I 1 I I II � 1 11 I � — 1 ——Y>A•�Jn.N --- Q 0 _ �-10'.liwyl4. 1 d%,3 1 ` - iF'aS 19110•W !.?K 1� �MJM _ � n wl f FREEZER 4' X6' RffAIG. 6' : 6' BRIaym SLYLE WILL FULL BRIIX 34E y SUPER SEAL EEEB DISPLAY SHLEVES u mm w Rl° ad DISPLAY SHLEN S O DATA & ELEC. r imn rvmrt arm FOR POS ®O mssm, U CITY OF CHANHASSF' RECEIVED JAN 18 2008 -ASSEN PLANNING ,ROAM JOHN'6 °DRAM BY: 01V�M7� Joli ,s JIMMY JOHN'S FRANCHISE INC. SO FT: 1 2212 FOX DRIVE S -1�o GOURMET SANDWICHES CHAMPAIGN, 6.61820 {ya 141:1 STORE LAYOUT 600 MARKET SST ° •ono z °nu*cc{ 7369900.106 CHANHASSPR, MN 21-5-00 CLASSY CASUAL °"'"`•""° `"" FAX: 217-159-2956 s�_...,IIaLl 1 , 4 PID# 254460010 i Legend rarcet rn)armanara Property Address: Taxpayer Information: Urver Road! 580 MARKET ST KRAUS-ANDERSON INC ueHaewp CHANHASSEN , MN 4210 WEST OLD SHAKOPEE RD ysgpga /Ire BLOOMINGTON, MN 55437 ..// Parcel Properties GISAcrm: 5.26607403 Homestead: N •/ Ieeeu►hatY /• �✓ OMAIea School District: 0112 f MMAau Parcel Location Lakes Section: 13 Township: 116 IPlat Information: MARKET STREET STATION Parcels Cd«1005 Range: 023 131ock-001 Payable Year 2008 kmf Sale Information Last Sale NOT ON FILE Est Market Value Land: $1883400 Est Market Value Building: $3821500 Map Created: 1-17-2008 Eat Market Value Total: $5704900 ARVER COUNTY GTS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be E"! used as a reference. Carver County is not responsible for any inaccuracies contained herein. SCANNED CkWX ► LA `Nft, 4"OLu 5 &f rte- `Q b aw A%Vt S61 Jimmy John's 1. Property Located 7851 Market Blvd. Lot 1, Block 1 Market Street Station. 2. Zoned Central Business District 3. Background a. The Market Street Station Development was approved in 2003; the subject site was part of the conceptual design for the development. The intended use of this site was to be a free- standing restaurant with an outdoor dining area. 4. Request a. The applicant it requesting a conditional use permit and site plan review for a 1,650 square foot, one story, free-standing, fast food restaurant. 5. CUP ..nrk a. A conditional use permit is required by cicode for all free- standing restaurants located within the Ce tral Business District. CUP's allow the city to address the potential negative impacts of a proposed use. Staff does not foresee any negative impacts bawds use. 6. Architecture a. The building's architecture will be consistent with the existing building on the site, which includes pre -cast concrete, stucco, cultured stone, windows, awnings, gooseneck lighting and landscaping throughout the site. b. Main entrance is located on the east side of the building and is pronounced by a projected entrance element and a hip roof with black shingles. 7. Facade Transparency a. The original design of the south elevation of the building did not meet the 50% fagade trenchancy requirement; however, the applicant has since provided a revised elevation that does satisfy this standard. Staff will amend the staff report before it goes to City Council to reflect this change. 8. Trash enclosure a. The applicant is working with Country Suites Hotel to discuss the option of a joint trash enclosure. Should this option not work out, the applicant is proposing to locate the enclosure on the west side of the building. 9. Parking a. The parking requirements were established as part of the overall development and were installed with the fust phase of the development. Staff is recommending approval of the applicants request based on the attached findings of fact and recommended conditions of approval on pages 9 and 10 of the staff report. • I will be happy to answer any questions you may have. OvY W11 (',A/►'S vs ?ids M It/ m kava yff ad d,Y.ft� Pu�vr�h� '(�8nit.+�4�aYJ � l YWP(a✓`� � �i �r�.Pir .�- Pan'Y.c v�� � f-. -'W iron,' VAdt-Ar cl RtTDq e.. tZ'1 1,,5 1— P EXIST. TRASH ENCLOSURE EXISTING CURB CUT TO REMAIN. PROVIDE ACCESSIBLE RAMP TO SIDEWALK. r ux J imm Y J L EXIST. RETANWi WALL REMAIN I stow 1650 G.S.F. RETAIL SHELL F EXIST. LIGHT POLE TO REMAIN I gITP P1 oni CHANHASSEN, M STRIPE EXIST. ACCESSIBLE STALL AS (VAN) STALL REQUIRED TO BE ACCESS AISLE RESTRIPED \(2) TABLES AND CHAIRS BY TENANT ,4' CGNCRETE PAVING AND SIDEWALK EXIST. LIGHT POLE TO REMAIN LEXISI IAND SIDEWALK UTILITY SLAB TO REMAIN EASEMENT STALLS DEDICATED FOR JIMMY JOHN'S (SIGNS PROVIDED BY TENANT) IW I I I I I I I I SITE II SIZE C GROS`' AREA, NUMBS IN RES NUMBS SPACE NUMBE SPACE INCLUL VAN SF HEIGHI 5930 Brooklyn Boulevard BKBM - Minneapolis, MN 55429-2518 ENGINEERS = (763)843-0420 Fax: (763) 843-0421 E-mail: bkbm@bkbm.com LETTER OF TRANSMITTAL TO: Joseph Shanda, PE Project Engineer City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 952-227-1165 FROM: Dan Christensen DATE: July 10, 2008 PROJECT: Jimmy Johns - Chanhassen, MN PROJECT NO.: 08170.00 We are sending: COPIES DATED DESCRIPTION X Attached 3 7-09-08 Signed Civil Drawings Under Separate Cover Via: X 3 hour courier US Mail REMARKS: Best Way Joe, Fax: _ Pages The following items: J have attached the signed civil drawings you requested for the Jimmy John's project. You should have already received the 11"x17" PDF's of these drawings Tracings by email, and if you have not please contact me. Specifications Thank you, Shop Drawings X Copy of Drawings Dan Letter Other These are transmitted For Approval X As Requested For Review and Comment X For Your Use 1 No Exception Taken Revise ted ise and �NG\NO`Fda� Submit Specified Item COPY: File BKBM ENGINEERS M Equal Opportunity Employer ia}LB� wNr As W7 WT I. I IJ. . ccu TPJN or Ml SEYMI RL1MBIfi N STu01 4RA, BENI V PENN NO NRIMN SWLL BE .1 Mdr TO. NCK NO MP NNEl41 OF . IOMIIfS 1.I EAB INnrisE w.ls NwP TD nMr R cSxsrNc IBI. NhW M IENImE CBNB SIO4 L IE" RMRWNIM Af1dREvuBi0N5 GS1NO J�.-Ov E� BEI 51NRM 5. w GRAD NG NGiES' xD MDY RIx sMVl Ff sr16M11m ro BBE aN rM REK1 MD DSABJIIW. BWr KiII %il1MCFrt Au cvu C r BI Nary IS IJ M lE- N>` REE ZOOM w /1 �N\ ---...111 /9 sErDAM. wIEA Noe awL a NO wR . Naos rnTm aMResE. 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A. 6WIA W /rdmM I- ,« A"'.. oll<, roN .or ..L 1y C'QY CF 5[DM7NT TRAP -04 2 C F NHA EN - INLET T PROTECTION C2. POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN Ssioa-s116 PH. (651) 642.9200 FAX (651) 642-1101 KRAUS-ANDERSON Red Gux Ikmky., TI B BM ,. MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN A�P,Pi,RRO,VCt ) w• rw,..` .'P.P,a b� .mow,. v .4" 4w .tW. w _ AW.. - mW'. _ CIVIL DETAILS SHEET 08170.00 __DGC TJC C2.0 R 1, °° 967.4178 �968.5981 966-. 7,0942 X ° ° a �CD 967.2421 °a aF7 a 964.4262 967,r `J. 63.5943 X 962.6291 2.857c RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. NOTES: 1) BUILDING BACKFILL MATERIAL SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 2) BUILDING FOOTING, SLAB AND BACKFILL COMPACTION DENSITY SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 3) PAVEMENT SUBGRADE COMPACTION DENSITIES SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 4) CONTRACTOR IS TO PERFORM ANY SOILS CORRECTION THAT MAY BE REQUIRED PER THE GEOTECHNICAL ENGINEERS RECOMMENDATION. 5) RETAINING WALLS ARE TO BE DESIGNED UNDER DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF RETAINING WALL SYSTEMS, REGISTERED IN THE STATE OF MINNESOTA. PROVIDE SHOP DRAWINGS AND CALCULATIONS PREPARED UNDER THE SUPERVISION OF, AND SIGNED BY, A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MINNESOTA. THE SHOP DRAWINGS AND CALCULATIONS SHALL INDICATE THE CRITERIA USED FOR DESIGN. 6) THE LDNTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF MINNESOTA, TO PERFORM THE SPECIFIED LAYOUT OF WORK AND TO PREPARE A GRADE VERIFICATION SURVEY. AFTER THE DATE OF SUBSTANTIAL COMPLETION AND PRIOR TO THE RELEASE OF RETAINAGE, THE RECORD DRAWINGS SHALL BE TRANSMITTED TO THE ARCHITECT. 7) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. THE COSTS OF IMPORTING FILL AND/OR EXPORTING EXCESS MATERIALS FROM THE SITE SHALL BE CONSIDERED PART OF THE BASE BID CONTRACT. B) ALL SURFACES SHALL BE FINISHED TO SUCH CONTOUR THAT THEY WILL NOT IMPOUND SURFACE WATER. ROUGH GRADE TOLERANCES ARE AS FOLLOWS: A. UNPAVED AREAS OUTSIDE BUILDINGS: NOT MORE THAN ONE-TENTH (0.10') FOOT ABOVE OR BELOW FINISH GRADE ELEVATIONS SHOWN ON THE DRAWINGS. B. BUILDING AND PAVED ARES: SURFACES SHALL NOT VARY BY MORE THAN FIVE ONE -HUNDREDTHS (0.05') FOOT ABOVE OR ONE-TENTH (0.10') FOOT BELOW THE SUBGRADE ELEVATIONS REFERENCED TO HEREIN. 9) RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO PREPARE A GRADE VERIFICATION SURVEY. THIS SURVEYOR SHALL CHECK THE SUBBASE ELEVATION AFTER THE UTILITIES ARE INSTALLED. PARKING LOTS ON A TWENTY-FIVE (25') FOOT GRID AND SLOPE CHANGE LOCATIONS. LANDSCAPE ARES ON A TWENTY-FIVE (25') FOOT GRID AND SLOPE CHANGE LOCATIONS. NOTES: 1) ALL WATER AND SANITARY SERVICES ARE TO BE TESTED PER CITY OF CHANHASSEN AND THE MINNESOTA DEPARTMENT OF HEALTH STANDARDS AND SPECIFICATIONS. 2) UTILITY BACKFILL COMPACTION SHALL BE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. X 96.3930 STORM SEWER TABLE NOTES: 1) A. VERIFY ACTUAL LOCATIONS OF EXTERIOR CONCRETE WORK AND OTHER CONSTRUCTION TO WHICH CONCRETE WORK MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE INSTALLATION. SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. COORDINATE INSTALLATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF THE WORK. B. THE CONTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR TO PERFORM THE SPECIFIED LAYOUT WORK. 2) A. PROVIDE MIXES MEETING THE FOLLOWING MINIMUM REQUIREMENTS. SUBMIT CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE. MIX DESIGNS MUST BE REVIEWED PRIOR TO POURING CONCRETE. REVIEW IS FOR CONFORMANCE WITH SPECIFICATION REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE. 1. 28 -DAY COMPRESSIVE STRENGTH: 4,000 PSI. 2. MAXIMUM AGGREGATE SIZE: 3/4" CLASS 4S (1/2" FOR EXPOSED AGGREGATE CONCRETE). 3. MAXIMUM SLUMP: 4". 4. AIR CONTENT ASTM C231: 6-1/2% " ±1-1/2%. 5. MAXIMUM WATER/CEMENT RATIO: 0.40. B. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. C. PROVIDE CONCRETE WITH WORKABILITY SUCH THAT IT WILL FILL THE FORMS, WITHOUT VOIDS OR HONEYCOMBS, WHEN PROPERLY VIBRATED, WITHOUT PERMITTING MATERIALS TO SEPARATE OR EXCESS WATER TO COLLECT ON THE SURFACE. 3) A. EXPANSION JOINTS: JOINTS SHALL BE FILLED WITH ONE-HALF (1/2") INCH THICK PRE -FORMED JOINT FILLER MATERIAL AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. AT THE BEGINNING AND END OF ALL CURVED SECTIONS. 2. WHERE ALL NEW CONCRETE SURROUNDS, ADJOINS OR ABUTS ANY EXISTING FIXED OBJECTS, SUCH AS FIRE HYDRANTS, VALVE BOXES, MANHOLES, LIGHT POLES, FLAG POLES, CURBS, WALKS OR OTHER RIGID STRUCTURES. 3. AT SIXTY (60') FOOT MAXIMUM SPACING OR AS INDICATED ON THE DRAWINGS. B. GENERAL: ALL JOINTS SHALL BE VERTICAL AND STRAIGHT. TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE LONGITUDINAL AXIS OF THE WORK. JOINTS SHALL ALIGN WITH SIMILAR JOINTS IN ADJOINING WORK WHERE PRACTICAL. C. THE PANELS SHALL BE SQUARE WHERE PRACTICABLE AND GENERALLY HAVE NOT MORE THAN 36 SQUARE FEET OF AREA. D. THE JOINTS SHALL ALIGN WITH LIKE JOINTS IN ADJOINING WORK UNLESS THE WORK IS ISOLATED BY INCH ISOLATION JOINTS. E. ALL JOINT WORK SHALL COORDINATE PRECISELY WITH GRIDS, MODULES AND RADIALS AS PRESCRIBED ON THE DRAWINGS. F. ALL JOINTS AND EDGES OF WALK SHALL BE ROUNDED WITH A 1/8 -INCH RADIUS TOOL. G. CONTRACTION JOINTS SHALL EXTEND TO AT LEAST 1/3 THE WALK THICKNESS AND SHALL BE APPROXIMATELY 1/8 INCH WIDE. H. EXPANSION AND ISOLATION JOINTS SHALL BE to INCH WIDE AND SHALL BE EQUAL IN DEPTH TO THE FULL THICKNESS OF THE SLAB. 4) CONVENTIONAL TESTING AND INSPECTION SERVICES HEREIN DESCRIBE THOSE ITEMS NOT SPECIFICALLY REQUIRED BY THE MINNESOTA STATE BUILDING CODE, BUT ARE CONSIDERED ESSENTIAL TO THE PROPER PERFORMANCE OF THE BUILDING SYSTEMS. 5) GRADE VERIFICATION OF EXTERIOR WALKS: A GRADE VERIFICATION SURVEY SHALL BE PERFORMED AFTER ALL WALKS ARE INSTALLED TO ASSURE LONGITUDINAL AND CROSS SLOPES MEET BUILDING AND ADA CODE RFOUIRFMFNTS. R 11110116579=0 STRUCTURE AD Area Drain BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONC STRUCTURE DIMENSION NEENAH TOP Drain Tile INVERT Elevation PIPE LENGTH, DIAMETER, SLOPE & NEXT IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION Manhole MIN Minimum PVC UPSTREAM STRUCTURE RCP Reinforced Concrete Pipe TW Top of Wall NA NA NA N. 957.75 8 L.F. OF 12" RCP PIPE 0 2.00%, MH #1 STUB ° ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. _ a 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL . S. 957.91 FROM THE CITY. MH #1 48 R-1642 963.83 N. 957.91 2 L.F. OF 8" PVC PIPE ® 2.00%, STUB 4. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY E. 957.91 78 L.F. OF 6" PVC PIPE ® 1.00%, AD #2 AD #2 SEE DETAIL SEE DETAIL 962.70 S. 958.69 5. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 12 7/C2.0 7/C2.0 W. 958.69 38 L.F. OF 6" PVC PIPE ® 1.00%, AD #3 AD #3 SEE DETAIL SEE DETAIL 963.00 E. 959.07 CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY 6 v� SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 7/C2.0 7/C2.0 W 959.07 7. 22 L.F. OF 6" PVC PIPE 0 1.00%, AD #4 AD #4 SEE DETAIL SEE DETAIL 863.67 E. 959.29 6 1 2 CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING {� ° 7/C2.0 7/C2.0 W. 959.29 L 25 L.F. OF 4" PVC PIPE ® 1.00%, DT STUB DT STUB N/A N/A N/A E. 959.42 �® B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY a4 VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR NOTES: 1) A. VERIFY ACTUAL LOCATIONS OF EXTERIOR CONCRETE WORK AND OTHER CONSTRUCTION TO WHICH CONCRETE WORK MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE INSTALLATION. SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. COORDINATE INSTALLATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF THE WORK. B. THE CONTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR TO PERFORM THE SPECIFIED LAYOUT WORK. 2) A. PROVIDE MIXES MEETING THE FOLLOWING MINIMUM REQUIREMENTS. SUBMIT CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE. MIX DESIGNS MUST BE REVIEWED PRIOR TO POURING CONCRETE. REVIEW IS FOR CONFORMANCE WITH SPECIFICATION REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE. 1. 28 -DAY COMPRESSIVE STRENGTH: 4,000 PSI. 2. MAXIMUM AGGREGATE SIZE: 3/4" CLASS 4S (1/2" FOR EXPOSED AGGREGATE CONCRETE). 3. MAXIMUM SLUMP: 4". 4. AIR CONTENT ASTM C231: 6-1/2% " ±1-1/2%. 5. MAXIMUM WATER/CEMENT RATIO: 0.40. B. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. C. PROVIDE CONCRETE WITH WORKABILITY SUCH THAT IT WILL FILL THE FORMS, WITHOUT VOIDS OR HONEYCOMBS, WHEN PROPERLY VIBRATED, WITHOUT PERMITTING MATERIALS TO SEPARATE OR EXCESS WATER TO COLLECT ON THE SURFACE. 3) A. EXPANSION JOINTS: JOINTS SHALL BE FILLED WITH ONE-HALF (1/2") INCH THICK PRE -FORMED JOINT FILLER MATERIAL AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. AT THE BEGINNING AND END OF ALL CURVED SECTIONS. 2. WHERE ALL NEW CONCRETE SURROUNDS, ADJOINS OR ABUTS ANY EXISTING FIXED OBJECTS, SUCH AS FIRE HYDRANTS, VALVE BOXES, MANHOLES, LIGHT POLES, FLAG POLES, CURBS, WALKS OR OTHER RIGID STRUCTURES. 3. AT SIXTY (60') FOOT MAXIMUM SPACING OR AS INDICATED ON THE DRAWINGS. B. GENERAL: ALL JOINTS SHALL BE VERTICAL AND STRAIGHT. TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE LONGITUDINAL AXIS OF THE WORK. JOINTS SHALL ALIGN WITH SIMILAR JOINTS IN ADJOINING WORK WHERE PRACTICAL. C. THE PANELS SHALL BE SQUARE WHERE PRACTICABLE AND GENERALLY HAVE NOT MORE THAN 36 SQUARE FEET OF AREA. D. THE JOINTS SHALL ALIGN WITH LIKE JOINTS IN ADJOINING WORK UNLESS THE WORK IS ISOLATED BY INCH ISOLATION JOINTS. E. ALL JOINT WORK SHALL COORDINATE PRECISELY WITH GRIDS, MODULES AND RADIALS AS PRESCRIBED ON THE DRAWINGS. F. ALL JOINTS AND EDGES OF WALK SHALL BE ROUNDED WITH A 1/8 -INCH RADIUS TOOL. G. CONTRACTION JOINTS SHALL EXTEND TO AT LEAST 1/3 THE WALK THICKNESS AND SHALL BE APPROXIMATELY 1/8 INCH WIDE. H. EXPANSION AND ISOLATION JOINTS SHALL BE to INCH WIDE AND SHALL BE EQUAL IN DEPTH TO THE FULL THICKNESS OF THE SLAB. 4) CONVENTIONAL TESTING AND INSPECTION SERVICES HEREIN DESCRIBE THOSE ITEMS NOT SPECIFICALLY REQUIRED BY THE MINNESOTA STATE BUILDING CODE, BUT ARE CONSIDERED ESSENTIAL TO THE PROPER PERFORMANCE OF THE BUILDING SYSTEMS. 5) GRADE VERIFICATION OF EXTERIOR WALKS: A GRADE VERIFICATION SURVEY SHALL BE PERFORMED AFTER ALL WALKS ARE INSTALLED TO ASSURE LONGITUDINAL AND CROSS SLOPES MEET BUILDING AND ADA CODE RFOUIRFMFNTS. R 11110116579=0 Io 2 GENERAL NOTES: 1O 1, ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE, 2.9 3.4 3.2 2. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. ° a ° 16 75' 75' 3. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. d 4. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES 3.2 INTO EXISTING PAVEMENT. 8 EROSION CONTROL NOTES: PROPOSED ABBREVIATIONS AD Area Drain BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONC Concrete DIP Ductile Iron Pipe DT Drain Tile ELEV Elevation EX Existing FFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall TYP. Typical Io 2 GENERAL NOTES: 1O 1, ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE, 2.9 3.4 3.2 2. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. ° a ° 16 75' 75' 3. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. d 4. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES 3.2 INTO EXISTING PAVEMENT. 8 EROSION CONTROL NOTES: PROPOSED PLAN SYMBOLS SILTATION FENCE - CD Set PROPERTY LINE ■ ■ PROPOSED CONTOUR 963 SPOT ELEVATION 2.4 STORM SEWER CITY OF CHANHASSEN SANITARY SEWER . X WATER PIPE WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL DRAIN TILE PIPE -- j---- j--- CLEANOUT • AREA DRAIN O RETAINING WALL RETAINING WALL SPOT ELEVATION DRAINAGE FLOW ARROW PEDESTRIAN CURB RAMP HANDICAP PARKING CONCRETE SIDEWALK a City Site Plan Review April 1, 2008 - CD Set May 2, 2008 Q 9 6 2 2 7 3 8 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEER AND z Addendum #2 July 9, 2008 3 Addendum #3 CITY OF CHANHASSEN . X WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL . a 7 FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A d 0 PRE -CONSTRUCTION GRADING MEETING ON-SITE WITH THE CITY ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED a. DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. ° 3,. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING - ° ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. _ a 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL . 16 FROM THE CITY. L 4. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY 962.2 SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. d 962.219 CB 5. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 12 6. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF 2.5 R1 M CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY 6 v� SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. ❑ . I ` 7. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING 2'111961 6 1 2 CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING {� ° 62.1 2O PARAGRAPHS WITHIN 14 DAYS: L A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT 2. 1 0SEEDS 961. _/(S4 AND LIMIT EROSION. TEMPORARY .STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE M Tt (S4 �3 OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. �® B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY a4 VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR 100 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI-PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 190 AT A RATE OF 60 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60 -DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE. 961.26 4 F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENT" (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE X PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 260 (COMMERCIAL TURF GRASS) AT A RATE OF 100 POUNDS PER ACRE. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON-SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON-SITE DETENTION BASINS SHALL BE PROVIDED. 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT �1 FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN IS RESTORED. 056 30 12 TO PES BE WITH IAL BY CITY'S GSOD�SON _ - - 3885COVERED CONTROLTHE ANDMINIMIZE WATERS ED DISTRICT SUCH SAS MN/DOTLCCATEGOR 2 STRAW EROSIONOVED BLANKETS OR STAKED UTILITY NOTES: THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL SLOPES STEEPER THAN 3:1 - 7 DAYS CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 21 DAYS UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 13. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 2 FEET PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT, CITY OF 14. EROSION CONTROL ITEMS AND DEVICES SHOULD BE REMOVED ONLY S DIRECTED BY THE CITY AND/OR WATERSHED. CHANHASSEN, AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. 15. ALL SILT FENCE THAT IS NOT LAID PARALLEL TO THE CONTOURS SHALL HAVE J HOOKS INSTALLED EVERY 50-75 FEET. 5. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN. 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. PROVIDE MECHANICAL GRADING NOTES: JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 1. THE CONTRACTOR IS TO VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS 7. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE 8. ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES IS TO VISIT OR CONSTRUCTION DOCUMENT REVIEW. 9. BE SCHEDULE 40 PVC. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE 2. THE BACKGROUND INFORMATION WAS PREPARED BY SCHOELL & MADSON, INC., CONTACT DANIEL NICKOLS AT (952) 546-7601. COMPANIES PRIOR TO START OF CONSTRUCTION. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTILITY PIPES IF THE PIPE VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF PIPE. ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS KEYED NOTES DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. KEYED NOTES ARE DENOTED BY NO ON PLAN. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL F1 INSTALL SILT FENCE. REFER TO DETAIL 1/C2.0. APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN S 62.48, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 962.48. 0 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C2.0. 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. CONNECT INTO THE EXISTING STUB AT INVERT ELEVATION 947.56 AND INSTALL A 45 -DEGREE 8, HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. VERTICAL BEND. INSTALL 6 -INCH SDR 35 PVC PIPE AT A 1:1 SLOPE TO AN INVERT ELEVATION OF 956.50 AND INSTALL A 45 -DEGREE BEND TO CONNECT TO THE BUILDING SERVICE AT A 9. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 2 -PERCENT SLOPE. STUB TO WITHIN 5 -FEET OF THE PROPOSED BUILDING. COORDINATE EXACT 10. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK LOCATION, PIPE SIZE, AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. A RECORD DRAWING OF THE GRADING START OF CONSTRUCTION. AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. ® CONNECT TO EXISTING STUB AND INSTALL 6 -INCH DIP WATER SERVICE TO WITHIN 5 -FEET OF 11. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES. MUST BE IN PLACE AND FUNCTIONING. BUILDING. COORDINATE EXACT LOCATION AND PIPE SIZE WITH MECHANICAL CONTRACTOR PRIOR TO THE CITY AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC THE START OF CONSTRUCTION. UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS INSTALL 48 -INCH DIAMETER MANHOLE PER DETAIL 10/C2.0. FOLLOW ALL CITY OF CHANHASSENTO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 1 2 STANDARDS AND SPECIFICATIONS. 2. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS © STUB 8 -INCH SCHEDULE 40 PVC PIPE TO WITHIN 5 FEET OF PROPOSED BUILDING AT INVERT INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE ELEVATION OF 957.95. COORDINATE EXACT LOCATION, PIPE SIZE, AND INVERT ELEVATION WITH SITE. MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ALL TOPSOIL SHALL BE STRIPPED AND SALVAGED FOR RE -SPREADING ON THE SITE. SIX INCHES OF TOPSOIL - AFTER �7 NOT USED. COMPACTION- SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, ® INSTALL CONCRETE SIDEWALK. REFER TO DETAIL 4/C2.0. STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. �9 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 3/C2.0. 14. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY 10 INSTALL HANDICAPPED PARKING SIGN AND RE -STRIPE EXISTING PARKING STALLS. REFER TO DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED S SOON AS PERMISSION IS GRANTED FROM THE DETAIL 5/C2.0. VERIFY THAT STALL AND ACCESS AREA DO NOT EXCEED 2% SLOPE IN ANY ADJACENT PROPERTY OWNER(S). DIRECTION. 11 REMOVE AND RELOCATE EXISTING SIGN. COORDINATE RELOCATION WITH THE CITY OF CHANHASSEN. 15. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, S FOLLOWS: ARES PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BSE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND 12 INSTALL SEWER CLEAN OUT. REFER TO DETAIL 6/C2.0. DISC -MULCHED. 13 THE INTENT OF THE RETAINING WALL IS TO PREVENT GRADING AND/OR EXCAVATION BEYOND 16. WINTER MULCHING: PROPERTY LINE TO THE NORTH. NO EXCAVATION IS TO OCCUR NORTH OF THE PROPERTY LINE A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SO THAT THE MULCH MELTS DURING INSTALLATION OF THE RETAINING WALL. TOP OF WALL ELEVATION IS TO BE .SNOW THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. CONSTRUCTED TO MEET INTENT. B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT 14 INSTALL 4 -INCH DRAINTILE WITH SOCK BENEATH CONCRETE SIDEWALK ABUTTING BUILDING AS DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE SPECIFIED IN THE GEOTECHNICAL REPORT. CONNECT DRAINTILE TO EXISTING STORM SEWER DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, SYSTEM WITH 4 -INCH PVC PIPE, INTENT IS FOR 4 -INCH PVC PIPE TO BE PLACED WHERE AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. CONCRETE SIDEWALK IS NOT ABUTTING BUILDING. INSTALL BENDS AND CONNECTIONS AS NECESSARY. 17. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHALL FOR THE EXACT PLACEMENT OF FIRE LANES, 15 INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL 8/C2.0. COORDINATE EXACT LOCATION AND YELLOW -PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. LENGTH WITH THE CITY OF CHANHASSEN PRIOR TO THE START OF CONSTRUCTION. 18. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. 16 INSULATE STORM SEWER PIPE PER DETAIL 9/C2.0. 19. EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION. REPLACE ANY DAMAGED OR KILLED TREES. POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642.1101 KRAUS-ANDERSON Real Estate Development 5930 Brooklyn Boulevard BKBM -_ Minneapolis, 55429-2518 Phone: 3)8 84 20 Fax: (763)843-0421-0421 ENGINEERS E -Mail: bkbm@bkbm.com __� ©zuoe a,a, nomas Eti"R iK Rb bNnn, u m FR"nmt A' mE 6 M MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN APPROVED_4 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Name: Thomas 7: Cesare Date: 01/10/2000 Reg. No. 27031 Issues and Revisions: January 18, 2008 City Site Plan Review April 1, 2008 - CD Set May 2, 2008 i Ad iendum #1 May 20, 2008 z Addendum #2 July 9, 2008 3 Addendum #3 CITY OF CHANHASSEN Illi 1 0 2008 vG GRADING, DRAINAGE, EROSION C JN I-ROL, UTILITY, GEOMETRIC, AND PAVING PLAN DOM Job No. 08170.00 Drawn by DGC Checked by TJC 059-1 11 INSTALL CAST IRON CLEAN OUT COVER JOSAM 58680, SMITH 4261, WADE 8300 OR APPROVED EQUAL OVER PVC CLEANOUTS. SET CASTING SO THAT NO L SURFACE LOAD IS TRANSMITTED TO THE RISER PIPE. 2' 2FINISH GRADE CONCRETE PAVEMENT 2 - 2" THICK DOW H140 THICK X 6" WIDE STYROFOAM INSULATION IN CONCRETE COLLAR 2 LAYERS ON 3 SIDES. 10-1/2"t TOP INSULATION TO OVERLAP PIPE 2 FEET ON EACH SIDE. 6„ N wZ SEWER PIPE LINEm g 6" PVC Riser IX a a 6 CLEAN SAND III � III III Bend III _III— I�I I IIII—III— flow Concrete Min. 1/8 1 /3 Cu. Yd. Bend SUBGRADE SOILS PROFILE VIEW 9 PIPE INSULATION C2.O NOT TO SCALE 0 1 a 4'-0" d 5" 0 Manhole Costing and Adjusting Ring (See Plate 2110) Provide 18d Barrier on all sonitory sewer manhole(see plate. 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "0" ring rubber gaskets. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wall. .T.... Precast Inverts Must be 1/2 of Pipe Diameter and Benches Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equcl considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch bosin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhoie. SECTION CIT\' OF STANDARD CgANHASSEN MANHOLE REVISED:2-97.1-03,1-04 DATE; PLATF. NO.' 2 2101 10 MANHOLE C2.O NOT TO SCALE 6 SEWER CLEANOUT 0 C2.0 NOT TO SCALE ADVANCED DRAINAGE SYSTEMS INC. ADS 2712AGBN WITH H-20 GRATE OR APPROVED EQUAL. — REFER TO SCHEDULE FOR DRAIN BASIN NUMBERS PVC RISER PIPE TEE SECTION \BEND / J 90' 6 -INCH PVC DRAINAGE PIPE SEE STORM SEWER TABLE ON UTILITY PLAN FOR INVERTS AND SLOPES 7 TYPICAL AREA DRAIN C2.0 NOT TO SCALE IND VARIES SEE STORM TABLE FILTER FABRIC ' / 00 6" MINIMUM DEPTH °C 1" — 2" WASHED ROCK S &,Oi 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FLARE TO MATCH 5' min. WIDTH OF WALK A7 Bos -Bolt of BASE F_olAerElErs �1 ? 1/5' 1 7/8"-1 7/16" I SACK OF CURB VEHICLE ID DOME SECTION 00000000 4 ' LREQUIRED UP FINE 000000000 R FOR VIOLATION _ _ 0 0 000000 ' ACCESSIBLE FRONT FACE CF C3" r'� 0 4'min. min. 000000 A—J 1a/r-ear 000000 00 0 PLAN VIEW OF DIGONAL RAMP "�' ' 5/8 e DOME SPACING CURD k GUTTER 5'-4" 4�0" J i i ❑ 1--------..,...... ..:::::....:. o r, Z 0.08 FT./FT. OR FLATTERQ O 1 SECTION A—A J X X 3 L) 0.08 FT./FT.SLOPE OF FLARED SIDE. (IF EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4' USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE ) 6, 5' 6' 3" 4' 0"min. 6' 3" 8' 7' g B ELEVATION OF RAMP 10' 9' tO 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. ® WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. (3) 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.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTRE TRUNCATED DOME AREA SHALL BE A LIGHT 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 LIGHT GRAY CEMENT COLOR. ® SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WALL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN 08ANBASSEN CURB RAMP Fl REVISED: 1-05 11 DATE: PLATE NO.: 5215 FILE NAME: 393 5215 3 CITY OF CHAN 2 .0J NOT TO SCALE DTE: FILTER FABRIC SHALL BE PLACED UNDER RO( TO STOP MUD MIGRATION THROUGH ROCK. y CITY OF ROCK CHANHASSEN CENTRANCE ON REVISED- -98 2-97 -,. .. 5301 FILE NAME 393 530'. / V 1/2 " EXPANSION JOINT W/ FULL DEPTH JOINT FILLER. 60' O.C. 3/8" WIDE x 1 3/8" DEEP TOOLED JOINT - CONCRETE SHALL BE FIBER REINFORCED WITH 1-1/2" LONG POLYPROPYLENE FIBRILLATED FIBER AS MANUFACTURED BY FORTA CORP. 4" CONCRETE WALK 6" GRANULAR BASE REFER TO SPECIFICATIONS NOTE: COMPACTED SUBGRADE WHERE ENTRY SLABS AND SIDEWALKS ABUT THE BUILDING, REFER TO SPECIFICATIONS EXCAVATE AND REPLACE THE ON-SITE SILTY AND CLAYEY SOILS TO A DEPTH OF AT LEAST 4 FEET BELOW THE BOTTOM OF SLAB AND REPLACE WITH NON -FROST -SUSCEPTIBLE GRANULAR SOIL, AS STATED IN GEOTECHNICAL REPORT. INSTALL DRAINTILE AS SHOWN ON C1.0. 4 CONCRETE SIDEWALK C2,O NOT TO SCALE 12" MIN. 3/8" STEEL PLATE AT TOP, SLOPE N DOWN, WELD ALL SIDES I & ? PARKING 'bD VEHICLE ID LREQUIRED UP FINE R FOR VIOLATION VAN ACCESSIBLE ETAL SIGN ACCORDING TO AN STATE TATUTE 169.346 WHITE LEGEND AND ORDER ON BLUE BACKGROUND, JLLY REFLECTORIZED TTACH 6" X12' "VAN ACCESSIBLE" IGN TO POST IF APPLICABLE S 4" X 4" X .375 STEEL TUBE (HERE CONCRETE OCCURS AT BASE SE 1-1/2" EXPANSION MATERIAL NO URETHANE CAULK. 0:1 SLOPE BRASS SURFACE 11 LONG STUDS WELD AT 'UARTER POINTS 8" ON CENTER ;ONCRETE BASE Note: Silt fence per li specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T—Posts with 3(501b) tens strength plastic zip ties per T—Post. (Machine sliced) lmaw x.sn9 EROSION CONTROL FENCE —TYPE 1 T Posts 24" in ground Ties " Min. Depth of sit fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hay or Straw Bales wo wood stolon divan thaugh bole 1.5 to 20' nto the god. Bales to be recessed 6" below gads Sides one to be tied with o non -Degradable Matwid. EROSION CONTROL FENCE — TYPE 2 CITY OF SILT 08AN8ASSEN FENCE REVISED: 1-04 11 DATE: PLATE NO.: 5300 FILE NAME: 3932300 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR SPR'6CJ90I A/® SIAM Maas Qua Lalm - AISC MANUAL OF STOUCONSTRUCTION 4TH (INIION. AI.OWAB E AXLE WEIGHT LQAD n/a AWS SnRUCTUNAL WaliING Cao - n , DIA -94. SAFETY FACTOR n/e - 19 CFA 19M - OSHA SAFETY AND HEATH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.F07 cle a 3- hood MVOMWI OVERFLOW RATE S.9e eh a 15- hod MODEL#CG23 NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHAN8ASSEN SEDIMENT TRAP REVISED:1—O6 DATE: 1-04 _0 P�tTE ND.: 5302A FILE NAME: A `t POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE T. PAUL, M N 55108-5118 PH. (651) 642-9200 FAX (6 51) 642-1101 nDKRAUS-ANDERSON Real Estate DeuelnPment BKBM 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 Phone: (763) B43-0420 Fax: (763) 843-0421 E -Mail: bkbm@bklou, om ® aNa elaN r�or.""a b�•. m. MI Mfb nwvsi 111v 6 rT\ Y m mLum[ N —Ma enE Y tl" \ b .a1 v ¢pb\ Ylllai\ p1" �Xbi miaA MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN I APPROVED I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the St/ate of Minnesota. Name: Thomas J.' Cesare Date: 01/18/2008 Reg. No. 27031 Issues and Neyislons: January 18, 2008 City Site Plan Review April 1, 2008 �D Set May 2, 2008 t Addendum #1 May 20, 2008 2 Addendum #2 July 9, 2008 ZJ Addendum #3 CIVIL DETAILS BKBM Job No, 08170.00 Draws by DGC Checked by TJC SHEET C200 w RETAIL BUILDING SHELL FOR JIMMY JOHN'S TENANT CHANHASSEN, MINNESOTA La on 11 A inns momBY ars xsa {dRiiJ�l■■■■�iQ -' 1-7 1 q 1 1 \I',I � CAMPUS PLAN A0.0 NORTH SHEET INDEX ARCHITECT COVER SHEET WITH SITE PLAN, CAMPUS PLAN CODE DATA FLOORPLAN EXTERIOR ELEVATIONS A4.1 ROOF PLAN & ROOF DETAILS A5.1 WALL SECTIONS & DETAILS A51 WALL SECTIONS & DETAILS A6.1 PLAN DETAILS A61 PLAN DETAILS A7.1 ROOF FINISH SCHEDULE, FRAME TYPES, DOOR TYPES A8.1 SPECIFICATIONS A81 SPECIFICATIONS A83 SPECIFICATIONS ASA SPECIFICATIONS A8.5 SPECIFICATIONS I- F �....... rte- • ._ . VICINITY PLAN it 0 NORTH OWNER/DEVELOPER Kraus Anderson Inc., LLC 4210 West Old Shakopee Rd. Minneapolis, Mn. 55437 (952) 948-9367 (952) 881-8114 FAX Contact: Jack Appert jappert®karealty.com STRUCTURAL BKBM Engineers 5930 Brooklyn Blvd Minneapolis, MN 55429 (763) 843-0420 (763) 843-0421 FAX Contact: Winnie Glaspey, P.E. wglaspey®bkbm.com CIVIL BKBM Engineers 5930 Brooklyn Blvd Minneapolis, MN 55429 (763) 843-0420 (763) 843-0421 FAX Contact: Thomas J. Cesare, P.E. tcesare®bkbm.com CITY OF C RZ'. DEC e 3 2008 ENGINEERI' iG DEPT" STRUCTURAL SIA STRUCTURALNOTFS S2.1 FOOTING & FOUNDATION PLAN S21 ROOF FRAMING PLAN S3.1 SECTIONS, DETAILS, SCHEDULES CO -0 SURVEY CNL CIA GRADING, DRAINAGE, EROSION CONTROL, UTILITY, GEOMETRIC AND PAVING PLAN C2.0 CIVIL DETAILS LANDSCAPING Ll LANDSCAPE PLAN ARCHITECT Pope Associates Inc. 1255 Energy Park Dr., Saint Paul, MN 55108 (651) 642-9200 (651) 642-1101 FAX Contact: Steven R. Doughty sdoughty®popearch.com Kraus Anderson Midwest Construction Rendova Street NE P.O. Boa 158 Circle Pines, MN 55014 (763) 786-7711 (763) 786-2650 FAX Contact: Pat Sims pat.sims@k-a-c.com LANDSCAPE (DESIGN BUILD CONTRACT) Lan -De -Con P.O. BOX 308 EXCELSIOR, MN. 55331 (952) 474-2260 (952) 474-0155 Contact: Chuck Klinefelter chuck.klinefelter@lan-de-con.com POPE ASSOCIATES INC_ 1255 ENERGY PARK DRIVE ST. PAUL, MN sslos-sue PH. (651) 642-9200 FAX (650 64]-1101 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN KRAUS-ANDERSON kail Eeac Ikeclopm:m COVER SHEET STI•E PLAN CONSTRUCTION ISSUE 04/01M Issas ad Rnisim: wowan n DAi wA3/OB ,mnoull As Ml W/N2/e6 �gl {}INMe•�, �fIC py; NI f,ary lhsi 4nil I bl {k 51@M V,. rsxi Cm SSIM R. _ _ 41300-07131 Ikon h1 _ S.E.J. 5nl-d Cr S.D. SHEET ALI ABBREVIATIONS X AUER+.¢ uv�Arwr ms AB M °Ul 11yA 1°E �Y FAIEEID J6 tt m dD _ faMJwM xAmr ue 9x®moi rwD u4 fAWE w� JWr5tt�E0i Af R[FW RIMJeR(A C•M: � ieD.S d MSD 1®E OEhRwNO : rAu lr,c ® anxic xwuEx 1101, uek > ® Aoo: aAe:A u.ern R AW MiAEDx1Ee. RdN 'a' ROJ r xR wi n RJ,ERiI .pP 1pM�, Lp9Mr INDICATION OF MATERIALS JEhm,x2 qM SaX9 ALiFMIAIb wrAAAD . T '� X. iPPADA .� Awu Jw�awrz "x omc uE"Anw �mExETvs IICImXCEw, mEn �� ma¢As fusaxao .Jw: I� EC0 aDOOK 1x01 l.a e'0�mn.a. Arz. a vslr m m a°a TM' °¢®r wu+yG STAbi ,r< ruwc uu C°1Erexcµx9av SNeI/MOUR[NRN wQGA9i m1OA sn,lm-n uic m i u w",•� mow'•"° mU.7 «" xurzA W 9M aA'w uw 6DM a, 1Annw .�i.°Sx.•.1Eso �'LLa W 011 usAwE sw.a rtET wMG Q@ m' ml rEA wnf iw6wuy P • b ' vc cowwc '/A .Jwwr wr .a,Ao`i�aww,al Kro wmac aD mwwr ¢ 10 1/AlE N RN A.E RV O: Wy5 p ¢D AA M1i0 TQ aw5 bq CMOtEIE WSDixY uul f� gEq COxE uFM'M WIL42 xM xN.wl R.fD.® Nq¢R wF E,0 T µ1 .T e6¢ WxE,Ec fe D eTANT wx °ca e. wr 1EAxA x11 moo- WT Aa A.N w.rzA :u°EA 4 ax1,R uxc m1RA �zRron C avraJ ou vWE1m wexaA � RArt ow wrF Dd w S A: aws w vxn os Goe, 11 r. :m.�il 6 PwWo w"w1,x vuliw zouJc smJAE rml TA EJ Lwxiw: til uv KRv:M L u.6[ w°�RttY°Lf11A /RFVATP ,mux �V1°E°E .1 EMxr r•r :YB Txl EDx:1! �ATTAO S1PoFnwu Epi E..T Ex A M. px °ELttI FriN61YwA1A 1O°'`" en A.nq. MOUN]ING HEIGIRS (NCN-ACCESSIBIE) wA]e,af6Er wiAL LpIETPAVEu suerAwrxANOI osvPW6Fn o19Pxn ]2011 WG WK HTS (ACCESS E) WATERCL04T NBLL TdtFT PAPFA 9N/INIV MI➢IM Dr,a6]sEfl ®osn S I r S I r 0.0 W p� er reL aE� owaeT6E D,erieeL [,1 TYPICAL MOUNTING HEIGHTS 12 1/4"=1'_0 D r e 9 6R.0 .....tel SYMBOLS X AUER+.¢ uv�Arwr ms MNYJ EIE". Di RYWt°a 5Y1aa �Y FAIEEID rIM ixxawJ ru. E aw Ek xAmr ue zxaa rwD vM]FN w� ,, wrzD r.0 � ieD.S d � : rAu lr,c ® anxic xwuEx 1101, uek > ® Aoo: aAe:A u.ern INDICATION OF MATERIALS �' WaRIF I I � i ��.: �'. I' SaX9 ALiFMIAIb wrAAAD . T wnEx PAxEE � .®A..lb,-q� �mExETvs IICImXCEw, mEn �� Ir—J Of I� EC0 aDOOK I� lm mNY wYl¢ DK9Y fiDwW I� SNeI/MOUR[NRN wQGA9i MOUNTING HEIGHTS (ACCESSIBLE) uw 6Aws rsra ra•Ix j'. r-i-� a sEEAaFssW¢ Tx 7�T-7 EEmA6%Fa uv�Arwr u Av°�Viom wEIDH:Aa roruenn oc+®uf of rIM ]-5`roi FFE EATNG116,fffl vM]FN M-wx®/ Ys MBrAlV1YSTN1 pt, CODE DATA - 2006 IBC OCC W.W CI CVS W IGAIx.YJ6: Jfnlovm:_ IRWP A-2 1"°E Cf r1M6TnILi,M. lYa v-8, NLLY SPRNxLf11SD A110.yAYEARFA• MAX[" FLWR AREA (Aa) = 25.S SF. FMN]AC£N2F 4110CA1z I / - �P - M25 1 SO If- 25% Arm F - 6uati"9 Pru etw .Fcb /.e"ls b• c PUW'r .uy P MEr A er al mt"e blk to w - utzxx,w w,n or w,e1k .°Y w mn m°«. AIEA,pflFGlq,ffiIBCSLLII "= A,. IA/ • I/IIIA/ • 1.) Au - - . 1. oee Ger fiow (rqu"./.:.<n A,. Td' --x ncr m u«aama .Iu 1. SG] t, Inp , / = Aree n ae mE :o xo",uge m m<i•wlea in °vuMrs .6n :506.2 (� ,: - Area in " sP^M!n P:";ecr (� - z mo bulli 1" - ] to vibo--ta,wY bu2dnq Abvne"ai11^"A^+' A. I or z,win (uG ,o = 25.500.f. awW¢sm ATEwc TOTAL B,RpNG AREA 1.6]i SF. xgw,rec TWlE Emi (1) STWS (Q) EST wM SWnx,ER aLREASE: (2) srq✓R5. (60) FEET PNf FD,IFMI1i (1) STORES 29-6- FeEJESRTAY£M1Mf51BCTALLE W1t IVPE CF LMSTFUCISN IYPf v -B ..AL FAAK ...,.(S) R. LRES,R cT. (.,LLLOWG 0 x011R(S) awPtl .. eEA.s ..rests) ROCS LCHSTRUCnW (IHGlLOwL R H(X*aS) S MRNG K"s Ax0 JGIsm) FgffJ1E56TANCFxai1NG5 FSTFx10x wALL5 OL LAgE�] 2,C q x s YAgI,W A11E GFf[LJIgR WAtI GPFNA:661iBCTIMEiD1At W YT amvArT i¢AO VYCO,ATNY6: mi FLOOR IS z sF ASSEua" (pNlf.) 6e8 a 15 SF./Q .) 4&07 ML. NTC,oi s9i a mo sF.NLG) zw ac TOTAL. MT FLatl! a CCL. FMBR iWs! FtmR: EI n wwp EAR PRONE➢ (1) (2) EpTNOMREQFEO4ROYffi: Tit) rl2r q CCC MA AT 0.15/OCC 1.05- 2' V D T DOW$ AT ]665 - JS65 T Ddllis AT 615 - 6660- 1021]- PRONOEO P11M11'fOINE18aeYnR glll®iG FIXl,11R IFpDFSiQJTS P T_NA.T IVPROl9IENiS POPE ASSOCIATES INC I2ss ENERGY PARK DRIVE ST. PAUL, MN sslor]-s11B PH. (651) U2 -92W FAx (651)62-1101 MARKET STREET STATION FOR JIMMY JOHNS TENANT CHANHASSEN,MN KRAUS-ANDERSON !!2 Ewce UnxbpmcW CODE DATA ABBREVIATIONS MOUNTING HEIGHTS CONSTRUCTION ISSUE E Ifm1f V k]isim: Ao6odr a pATm D6n3/O6 AODBQ/Y P IMTm W W/W SHEET A1.2 ABBREVIATIONS WA,FRCLD,SFr i1R.VL Tsf,s➢ER SWTARY NMI(N 014PWAL IJ�II �LIJ rM ,r06PEr14ER Y®a f to NUNY c SWT.WVINPIW b.Twm. rat• I r 4V,T-j N ®WAY"OW.fn mrL R�offfstoAtoost, DaBRR❑ 0o15a.0 uWaA� :wa. T .� al Is.. aNmwa W a To .1 �"•�°°� l(taM91 RKN Fpsof 1. r xn_ Mr W Au[ R R10 REAXM[ warFnn. S AAA, axa uT[ov.,i _�� RAt 1Epuuam 0 aYA R .aamM6 D, 1.1-!, 6PIm Anw,ao m94A,En aFCAP .eAA,oE-aw •1F1 uIt I� Pu(¢ LaiooacoieR I wnai- wo: IiaW°R"`)'T i� ..m a6omc Toot I vlaval) w im of, Atm .v AmwA"" AJAIvlSlw .1 sur wx3rz ,OS To T<P o" sort RtlR rM'A's,ia1-RA firs aA.am m.tn "` r."u...,. m.Eua (-J-�II= Mc PunTai .-.l.. sA.Ps n am u m °aaAo aswloBa a.: os`. w 9O ,,vol UAwlo BW.D a.aw na-alow N B p .EAm m.¢H w-7v1s .NE4. O,YF6 q �« - I It s ..As. z..st, seat_ bV/C..l m y. III •"�n� [FET M k M B.2 mE 4M Cv+sry "ua.WT x"a �n QTS ATosts ® 4ia[BA9� P'Ta .., ") wsre.. OY Ob[ fmi PFA aa r2 Toss- w.. w41 LOFNF NuuL a.a ow�'4 P.wu[r aiCasn'son,aar am [AAnl mTurlmA¢) aTot a w� FAaR A u,fA ¢0«t .m o,m a m auTExx avow our ` Taa m"'"" Wa.To.� ,a TE u wws.w1 ColoC ar x cIIlo�.rz I w sssav c w.Hn x[$TwuT CwsgwMNRAsr q arFTGs .�w�rz t SPK M i oW,WLVsAt anuvgaw) Its sass, 1 - TCPT m aMAiA as sasas, VR CM.EI BA4 IsIo ..t® ma.1 n yn gt.fijOlF P 4� ru.... TIF B acT s e`�axE. Int .ENm m elm m, Pr m..caaau 4 c6+rtA wm rrr TE" aP,DET aPMBENT C c"rNle. • gnmloEa.Aosl IF aoassaaa mWT.W R "AE m,mr w m as'_ w g° u ws as rus m ^�as .osoan fT W I loo.aow, r''v""wwloT 0 Aaw uuAlow a" 9 surra. sm.x rm, _ L uw[ °"^ TEE"R"X90Mi[T[fAi+lo. aD)n.n.x �. opusST I- / a[.ATro vao.°W"`TAa.. INT °m6c a_ [ NT olo , aloft. mx[T"[x f"Ip flFC,R[ um aYm dI.R, s,s i-5Sv "IsT stoas aw.. ar"" EWmm Mme.. MOUNTING 11EI(31 S (NONACCESSIBLE) WA,FRCLD,SFr i1R.VL Tsf,s➢ER SWTARY NMI(N 014PWAL IJ�II �LIJ rM ,r06PEr14ER Y®a f MOUNTING 1EIGHTS(ACCEWS E) wATEACtOSkT NUNY iCIEi PNFR p5PElo5EA r+ SWT.WVINPIW b.Twm. rat• I r 4V,T-j N ®WAY"OW.fn mrL mErcar DEeB,er DaBRR❑ 0o15a.0 SYMBOLS OL6% Y rI1810 O-L r-�AZZ; 9PXE I'3' 3•-Y 41300-07131 rM r-5'rOt ,0 MIUM S.D. iN91 O]SINC a"LL FaEFXIMGibE]r WAIp �®a®lo/ fm LA ®WAY"OW.fn mrL ON.— un,w uc w,FD uLL 'IssonYfo aNmwa W a ® wor aARFn �"•�°°� NWxal axa To z Imo'.m VJ INDICATION OF MATERIALS 0 aYA R .aamM6 D, 1.1-!, 6PIm Anw,ao m94A,En aFCAP .eAA,oE-aw I� Pu(¢ LaiooacoieR I wnai- wo: i� ..m a6omc moEW aaai I vlaval) I%%(/%r3 sura I nwo.. ;;// nwu cAfnx w.,t sur I4YWlou (-J-�II= Mc Icrr,d Boxo � swG/non[cAwu w,cisr MOUNTING HEK S (ACCESSIBLE) OL6% Y rI1810 O-L r-�AZZ; 9PXE I'3' 3•-Y 41300-07131 rM r-5'rOt Orddlr S.D. FaEFXIMGibE]r WAIp �®a®lo/ fm LA MBIAATtliY3)Nl ON.— CODE DATA — 2006 IBC ocamMc W�savrwTml¢ _Rniaamt_ 4RWP A-3 TYeECsfp®TRU;fIUa T1pE V-8. NLLY 41MI(LEf® ALLQY/dLEMFA .A.. R(C(t MEA IA.) = 25.5CO &F. F1gXrAGE II:REpb1: n¢C %.z w II��P -6251p 035 ]� :I - 35, F a Arw ,ae.a" lar ssss� 1 1-s m as mn ...[e nminq 2.fast o.en mnmvm lam. P = P�SneIs o1 most Euabng. • _ Yisir— viX6 u1 WNIc —1 or op- Wvve. ARFAaODPGTGIBIBCb6n Ae-At+[At 'jIf] + [At -Is] I As ♦I 6AWa.]s Il+I` 6.000 v 3� -25.SW ar. A _ .-ie -,- A— ( aquwefeel) I, _ Tmulo a .ow N Oma vim rade 503 (surae het) = Arn--�Poeoaea.ve to .wnage as TamWteu In oawamc. At s416,2 (a) Is - wn —es. Ove 1. ela.Wes w.T«i:a, Its z M mwG-nar ITf.' 3 As vgo—efv Wr6n9 Ahm..Po.um....= Aa' I of afwln (vP ,o J atariea) 25.s00 a.l. moFDsmus roTA[ ETALDNc AREAt•61 SF. at..EifENaanac -- (:) ST041I (40) F1:ET w.TR sRFRIFR NGi . (z) 51(onI (60) EEET PRaVa6EO o. M STC"IE& 36-6- FF1fJ✓ESLgrN.va MlM52LTNYEPoIY TYPE OE STR.CT)1 ""t' V -B STMICTIWiA[ FRAME o XWN(s) iloOR cm.cv. cfvwo r 0 fiam(s) WPPm..' BEAUS AYD ,A.") RWF CCNs... of. (WWIOWc 0 RWR(s) sup Tac Kms ..m15Ts) mEaloESIsrMRRAnxcs FzrFna+wAustec TAeEe Fm1 2:0 B iwRS t4AxvAueRFwa aFrExlrnwAttovEEwasrocTARtE maal ra uaT occiPMt[wocumurors: FRST Lfizz 5f A IIEILY (ORYFC) 6" B 15 Si /CCC) 43A7 WC mTOp 5B! 0 2111 SF,/WG) 2.94 OCG rorµ, FMST IT. 47 aCG FAT5REO19E!'RI ,t foots, FVAiR. Em]5 wmr FLTS PROtOEC FYR WIDM RF111,E6sVGYl1m WIT ftT 47 WWPANTS AT O: S/WC: ]W- REOIAREl: pWRS IT 316]' _ net oIXRS AT 69 s- _ 665p' t02ts' PROMRO PwAelxaalm;RE RSaaanExrs PC11UM0 FlXNRE REWIREAHHIS GER IEN.WT ItYROt£11p3 POPE ASSOCIATES INC 12ss ENERGY PARK DRIVE ST. PAUE, M N ss10&5118 PH. ("0 643-9300 FAX (650 642 -NOL MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN "IlrAKRAUS-ANDERSON Hzl Ea1MC D.7-cbpoca CODE DATA ABBREVIATIONS MOUNTING HEIGHTS CONSTRUCTION ISSUE IssJ6 new Revisions AOOpgM a2 OATCO 05/20/08 AOOF)OIN P BALED W/13/OB I kin) mlil) IY N,)la-p[ilabut. T,.I. y Mh.. �i,nloK. Ie1:L 14 a n tk 9 �tladlo. SHEET TYPICAL MOUNTING HEIGHTS A1.2 1 114"=1'-0" 0 z s• Ir OL6% Y rI1810 liA d fsissia E. 41300-07131 6m h S E.J Orddlr S.D. SHEET TYPICAL MOUNTING HEIGHTS A1.2 1 114"=1'-0" 0 z s• Ir I I raca,D.pv I® rExi no. � sEE I sme}. I FPfYaC NHW i r©I .nuEN yM 06•{ ar. H u oo Nm suet Deurrn m xrnxr Arcu}EST rranldmra a+o�srknAw..s. [I M TE C6'E W A`CYfMiB. DM.CIiPbCRS CR pv�fiAAmDES M TE ORNACb ND.LR 51£LPKdlIQ15. M1£ fLMRLL}LR 91ALL DBfll A 92itEN IEOERi f4R aorsea,lw wrx nr a¢uDEiT earn- rTrocEl-oxG aeiu i4E u� D, xAu ccxsreeua tn£.ALL ww u'Fn xnE FIXLWN'LOLAME8la i0 eE f$.ERVNIYE-7<Edl@ I 00.0 N C4Nlif NM1I TE f4' 1D W W}ER x tem xFxiwox FOxoenw laui i CEDMfLI11KT NM(lML1£fE YdBS-Olffflf£LRN(LN!/LT .111 rala2EiE oa nrmxFraEoeno, ecus A xYA eeMI ARYL WA 0.9tWq`Ep E0A1M 1 AT OVER KCA,IGE IYII®dTE fA3lRCIGNp91'd}e. E) 5LYD.GD IItp MBLLD.YBa TF£ILRa tMRLIY.N t9H CGCE oerA 91EF}L p LO N i1fE�lETAIAfN1-1IEAlED. 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M1£ fLMRLL}LR 91ALL DBfll A 92itEN IEOERi f4R aorsea,lw wrx nr a¢uDEiT earn- rTrocEl-oxG aeiu i4E u� D, xAu ccxsreeua tn£.ALL ww u'Fn xnE FIXLWN'LOLAME8la i0 eE f$.ERVNIYE-7<Edl@ I 00.0 N C4Nlif NM1I TE f4' 1D W W}ER x tem xFxiwox FOxoenw laui i CEDMfLI11KT NM(lML1£fE YdBS-Olffflf£LRN(LN!/LT .111 rala2EiE oa nrmxFraEoeno, ecus A xYA eeMI ARYL WA 0.9tWq`Ep E0A1M 1 AT OVER KCA,IGE IYII®dTE fA3lRCIGNp91'd}e. E) 5LYD.GD IItp MBLLD.YBa TF£ILRa tMRLIY.N t9H CGCE oerA 91EF}L p LO N i1fE�lETAIAfN1-1IEAlED. YTi 11E f010Y1C FMEPILTffi l �Nh£-TEAI®YtlJ (9 WIIFD MIETEFAL NJIE D' /EO:£ 1 NlfRL1LR0.'RiMEV tlO xIFFJR iM151£S: i(81 A-D,LLIGAC 9YJI A9 (JPIEIRT.DDCTE I-f4RHWFL bx ePC L 3 9LWGFQt WILPNb.RLIC�'C.BfEia fID YRWLI.O CQ'RFVME4 T ni 1 , Qi/ J.xGC NNW + 1/4FLOOR PLAN t '=1 0' o r a e I.rti.I1� NORTH POPE ASSOCIATES INL 1255 ENERGY PARK DRIVE ST. PAUL, MN 5510t1-5118 PH. 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PaMrt NaJuaun kMurOnrtm lrc. .q)yapan n. r GMBN�. mxnxe I-I.� •- Tlq Crl: sank -v ael. �vun nmJ \ Ne wC kwrpray Irc.. ebNtl'e15ua�. G IiW.alm(:uA.L.�u'au{Pilver fr.ewevr NlucnuirTJ e.iNl vrgln.m;eE ^�`1PI1'^I r pgiq ,meraxin mYaa cm r Plsr{. Pwihauyvn rynNMr{4warn,vNcaei wL:lq.apav,hnfuJl4w vnna.v.asv u.levr m�Wn Pn'nr F.�.I.s Tn�M1n..lrxa POPE ASSOCIATES INC 1155 ENERGY PARK DRIVE ST. PAUL, MN sslossus PH. (651) 6 -9200 FAx(6 o0 -Ooi MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN KRAUS-ANDERSON krnl Es'wlc lkvdoamcm SPECIFICATIONS CONSTRUCTION ISSUE ommus _ — Isar r Paisim: A /LDFMML .z UMD Mt.31B I ryvliy Ir 1cs1rA1R11ir1.,R Irbw m s 1. � Qam,1 sr[. ...,, ftk a _M'slu Po. 41300-07131 en tv S E J 5D ;H s. A8.6 STRUCTURAL SYMBOLS M'tl N,b R Fido NIS bLeSY 0 S3.1 FY GW Veb ® I1Yf0. 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W- Gas O YCM1n6iWlo IEBW Nitl4RL f .F'MNIRP tlUMMi NwEP It j � WIEYN Wf UEi Mos. Now CLRO Rl/16FND Pbl too YOaaT I£V a GipLM W1664 MTMLLFD Of3EV41YNNwWA sngocerMMll IS $geryiq�p C xLYfLLfs Id ElnwTpxMFlww SMM U.a m ai41 'oo roes. I� CrNOEIE O GL P.WIIF -5 iCOINLSIFP tow Cmwml" 1a I sato 4.a lot CNC ravA /El STRUCTURAL ABBREVIATIONS IVIIIL M'tl N,b R Fido NIS bLeSY 0 S3.1 FY GW Veb r'OVF S 3-1M wtl rN 0.G R¢ CL Noor/ wCYt Iw 0 lfo, M }IN awibG 0.en] MM 6M1 R F. dm CW LW've L h¢ RL Foot OJ WYL P.nely ILl F0.IpvFlM 1 q.aM a Dr9kFa Mlll NeuCea Mnoed GRv G,naaN Pmol nlmm P<. F51rt 9<vrne GA r ge IS pe.epCJe fb Y, &... f{ Gnax fevai M wG &art pm(iWNI Wx.W R Ye. nsepmrtls+r 's0000 No .gl 9TM1aRl I Bexw. N 1kf1N otood Pam tlll BM M$ Xa-te SOWSI P3 IbstlpeSia. Far w m-eaz<mrL�.mazarr las Ima.aawvrasnwr Fsl warawkl..aa a'l Bamn W. P4 Pt00000 l+'nn No Iowa rpBz rmaa.a Pc R.a EY4 EWni M 3G .G v otoo ffr It Iae.o,,to, .. ¢G Gas O .enm:e> IEBW RI1 f F F IS011 Mos. Now CLRO GbY Pbl too YOaaT I£V a GipLM M IS PW Ori" toI C awrrd Id $afDm9]I SMM U.a m ai41 'oo roes. mI ra,m a too, 1"w vtot v tow Cmwml" 1a I sw 4.a lot CNC ravA /El noo..pb Kpryiw SY 41Y a4 fp."ak Y.mal.. C3 fA .Spied. Ai 9tlmaat tlL0 GamEm C9 Yppi Spa.fm S �. CCIN (a.c1n LM lq[M/Y S 3 F{om aN6r Gam1M Ln YkY srT.t 9.IM U rvnLL1 LL liwlua SG . W" IXSrt foawn WI Ivq Ly M®W SiAGG Bays NMN fotffi LLY . SN W. NM.b V ootVio Iv.Pi1 m Noo Ytl a WI o -e tm 1s1 sNeLrim sa.e o,Fsu Ito �msnR. amLuw sm Sam m JRmrfi toll I Lw9.'QVva' T. *orsawlsiTAi.. dt aatli IM% Lrva[vimb"b[ 1 Tuq Ot.G LSPa TGG ^ersr W.M.N Thi. Wd GI.eWn w5 NmrY FW 'aafmn , ryM4 Gaysl Y] Nsvay ReYg la RSNdtJq p'.f,f[v6i'i,G trip. Wi T05 imdSm G FaT Ymnm 1t, rpt <S hnfa I[UI JI Ilam�1 Fw i>n WW IcaItuo IEim Nwe<Gfele Ew Fa.wn NF3z fwwie Lm v.ry FY YN Yrm.�r K.NI t,4 Ficiwdv¢Wil TFL N.�' �e 1f TIooln� EIEC B"Mal MC WAd art EI Ekgr.I N bm. Not d. fl.Y ..Wit EIEv br4 YM Ilk. dmlb/ MM0 Mh.V E0 K Foe W EP E fioa YN EJm]pJF Fa®Iti. µ a IM.SJI 'Ip M'm ED FmooFW 1YNI Mame STRUCTURAL NOTES lleylrbmpnmMblpdm.Maa Y[am+tl Gsl b,PY[ rgnrmnnmasus FIDSTNG CONMtONs VpSy y 6rcn,om. Newlom, atl eelol d of fLu[We Mre< IMy exeN Ilrrs [wulru[Lm. btily mpn¢r of Ilrcre ort ony 0ervimr Iro-m Pe ¢dru'1 m[urt2n15 Whin pia ogvoml Irwv SwNwvl G}naer eelw< all'urg on .1of maG a a:b-'nMireWins le t slruaur sM.n`ogslraw.d "my CDORpW110N -- AKHI NR.1, MECFUNGLL MA EIfCiPoCN. ItEgIS v¢ar an aep.[van., amensas. Nmt-. 0000 s..aapmem supwns, ane e.lois one <wr6.l. er "Atom[[ t0 prclrite[lural, m.a,alrzd o. N¢Naoi wady OPQII M Y<AY ss. a! 4rdTn o v1 M1vuys .Lr v[YA¢Iw0. m¢Mrktl ad <ba'rM'tmn' st¢ ,, Wes ig nes. aa•re+'m Ina as rM o, moor" m "ant, Boor'. M.¢n dru t, 't me I- . Milt' Slrud I'. I.. Edae op.rnr.gs wqe Ilan tY d aro eurcvian o". atom Nlov niw ommml"torr Arv[1w1 fn.v¢r edwe moor' sN opnrgs urwllr sLulad meMtos eIM oomi.w w. <N .b.n m Ite dructwol mannp. DESIGN CCOES AND 9c0aRD5 Yn.soo 51de F".1 C.tio Dxml) rMv[m Ig4w< d I. Cae1ruc4m (TFL) - SIM DoIII- n umld-mil:.m Eailm L, No, rvh(3M81-4 wwMee q Wlesota Sw. iMw LLsvl EM.ur 1a $Cudrvd(AeN) aaWgs (Oea'nvlw 1993) .- Cmwd. IM.wI< - NIt Cv1e Regimmis tw Stwdoo rp et(ICI ne-f6) .- .1 s ielr - SI -111a t Com. - Sloo R-) m _Itol q MY Spa[Rol'gm Stm .. .1 u. R.. SpeM el W w N wee S1M me a,. ([ f¢p.. M IM) s M .m1 Ntllot, 9-1 1. Ll vM (m'ta. IN Sen¢ a'4 bap ta9WT 9M lisi4 pN saM ¢IM M ggq DESIGN STNESSES Pnnla[ing SIM (ft') - .. ps (P615-960, Wale 60) ears"<le Rrl Cary"mie ot"ll a 29 am: ' asm w m mem wvele <m0 too . mtm J,SIL toy Iw nitoa It m 7. zaw too Iw IMivg pro Iw vmw.Y roe M..... pl.dey ed Md 6m,a mot (fm) Pray StregN n 26 MYs I,Np Pa Wass Mee Lrvava LM (iE) - W.m Pa (M]:-S9c vme'Aa qn W32-99) les w5nwes Yap mo {U6-gla) la br, p'ott mom and dM" mwm slaelwo luory 1. r5 (All-g9E type C w 5 It 8) Iw o -p3 6ESIfl1 STREW COMMIED.- b% Men Fir Sod p Iw W Shm kodt 5 U.rP<e®] (Nvkl W 9ran): ps BMS I M ]5 . E: 1,3W,gYl Spuee-Civ IW 2 Iw M t ha LrG aM N pt, &Mq 875 pe IDw- pi mp a (pM to goir). 1,150 ps E 1.<W.CN to Man b .a. 3 Iw mrts nes &m. aaM.rg M pa 75 vwrmw" (pm,W to sR')I I,m It F: XOdP ps bn.ka 10t L. (LM) Femiq: 2'm ps Slrmr. 295 pi (W. m vain 1.5w ps L 19o)'= {o OE9 LIM Root S++. L. PmamNers ' WwN SIw Imf' S0 pa ^I(�.pMpdq�Ermlw (Ce) ' 10 Z�\( .I= 7-05 oqb r. 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RwJe Iv'IVIId %M renlwvg It 16 vc DIMENSIDN LIMBER NI der d n gMn m bmrys ere ronxW dma¢vre. Rviee last Ei491ry 0l 8'-P mmrmoc Fwtle S rnmmam Morlq <W eN�a .M ll to oM MYei. too, em m rtoms me p=Is ad Ra".g m ^emir .an oto bsl noym moon w. Smp_ psm sl,org-re prdrC,s. amLve prRuar NaX Mw et, w -odor sMp [vwalY Saril movulrc urns rn mmlron .in body. &tor oM orslr 11M lull .11E d wpp ' m 000 (Ana .oh, Ram. elcl udms o mss nole0. Fmlm .ms Leoms mM It 3 d mw. Y n Nn 3/Y ea.lI, u wgn mns m s -Ir « w npiraeN ra. %I s. tont¢ 10 Iw,wt- -1 111 1/1 top ems d 6'-P LI<rn _" 'Z mn wI vaa<d mvsnry. Emn sL tome to naw o mmi of 2 It I. p. M b[aea .aII.I 1Y d -1 <M o [ -o IYd in o[arapva .nn fife 1. 2RI49I) w m .IM m dII.l prwne stmN<a men a Iwl ESP PN.mtr. (ASn I1v) I.,- e [qIM . rr "MN amber 1. ¢Mos. It. fmtmm Iw gaM1ed.eClr n¢tw, o. srunnss YMloo.- lv-styYerr mM .mrr¢ta. REQUIRED SPECIAL STRUCTURAL INSPECTIONS FFi011E 1E[LM MS :CIYYR INE (W UNLIXNNSIF�aYCE WMSCIOI„MR,IEEIIESFELN9EGIRYIPI.IowpI.5 DI A19 w1f16451£X15. rg61MICIgN IgIAti!(1141EOMIMIM[C1NWB1R6X0116iE➢MEPERNBp! PELL'ml®wme rcs Rrwvm�6q Itl Im.Ip4.l S M1m.dSmtl IO fam9 m9.b'nmr'wm.nme 65.3 Bbgnlm N.lmaMr L amrak<rmmk o I Pr �aN1m<.. I MIS 4 MrI®, It M. II SP.YiI"m.l FS NebmBLa1.IRJSIotl1®L .IA1 NNIMG SCSEpAE feMMrlmr M'tl N,b TITLE SHEET 5- FOOTING AND FOUNDATION PLAN 3-PdM 91 pate to toot w S3.1 4a . f., mr.................. IM LL 13' a Coopale to sIW, . mi _. ......... LW to 0 fed......... tl-m toot m 3-1M wtl rN Noo. otWs er sIW 3 m5 IM to mwms. I.. LW dM top'ota, f- It........... Iw 0 lfo, cw patc. ops mE i"Im.¢br4 Imf Ml ....... }IN CmlAwus MOR". to pere rLq ml, eye ...I(tl 0 9'm reit,,, FA1; W% ovn p ooi Ivy Ml CAF' pets to y.tkt mltm. Ime III, .-IW RaXe 10 Vde. 1. . . . . . ........ . .. }9] I' w -m Nxe to mal dw1 " ptle .......... 2-9a RP.<W raU aM Ikp. ..................... PNMev 6] 0 6' Psuppvle .................9r1 mtl ill wto 0 1] It xm . 1-1 .Ego - G 0 t m Pmol nlmm st".Nl ag�(rsame ---.-- ... 2-Im CwmisWpewm _.....___..._ .-IW SHEETINDEX S1.1 TITLE SHEET S2.1 FOOTING AND FOUNDATION PLAN S2.2 ROOF FRAMING PLAN S3.1 SECTIONS, DETAILS AND SCHEDULES POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5116 PH. (651) 6429200 FAX (651)642-1101 MARKET STREET STATION FOR JIMMY JOHNS TENANT CHANHASSEN,MN BKBM a TITLE SHEET Issue end Revisions. s 20D011 (3 b1}.-(0 41300-07131 fI: Ir SHEET Sl.l _____—_ ___________________________7y_, - Yrvi I/ I f_____________________________________________________________l I '_ I I I I I rJ L rJ 1 I , I I 1 I I I I — l I II I I I 1 I' 11 I I I I ( � I I I I I m I L`----' 1 -- — -------------- _ ________ J _____ -------------- ----------------- ' L----� I o r–____–___i------------- Ir N!r_---____l 1y 1 r ______ i UI ---4 uk—AJ POPE ASSOCIATES INC. 12s5 ENERGY PARK DRIVE ST. PAUL, MN sslo&5iiB PH. (651) 642-9200 FAX (651) 642-1101 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN FOOTING AND FOUNDATION PLAN Issas and Revisim: .mor /x s-u-oe xoomor n x-a-ae m H x -x — Cmmissim %1. 41300-07131 Orad by Oedd by SHEET S2.1 rwm m] I ------------------- ROOF FRAMING PLAN N --------- ua[s xotm mramis: -------------- _______ ----------- I 1 ltg1l JL615.N(A !A, SW Ql NPIO.fD fQMIlM1 l tmrll Um 6.uMG !1 - IIY-0' V xQnx ru = ItY-f � mNN 1NL 6 • r .4 a slay ra'a i T9!'M nYWLSI➢F hf 0 n turas ra 6. SIfATOC 9 O �4LLS O lj' KMY4 QI I$' QRx1lx 9Fu0 BMPo SfE SIMCIIO'L IOht !QI IWML R[dQE1gR 1. 'ff lfl.LL II/SSI !QI IYrEV IWIIIG O f%IFA% � 6 IgCi 9fA6YG 6 3{' RTgD. Y[ SIRCIWM IORS M xLLl6 QWAI(MiS 9 AlNL FfAVMNt iMS N['BO AS IWpS IH M'x SR 13/Sll 10. R6lA 10 NCWICCIIPK !VA'RLS !OR LCGltl6 Q P.OV I!O Pµllll[N V,1LLS 11. R[ffR 10 MNtlIECIQnI W1M45 !CR AUIYIVl NPiW1YN .VA PJIffS%MS xo' a av mss w� - I tOGa.n a I �xomQm. � 6EIX N611L 4Y5 � Nb[ ( = R InONt•Ilrt 10GVY1 1 AIN sm� % S R I ns IIO01 IMr. I I I I I II -- ------- --- II r'�M Q ROOF FRAMING PLAN N ua[s xotm mramis: I. SFF 9fR Sli !Qt ]IMCIURY TORS S MY.'L R'll5 NS M � I6•R. 1 ltg1l JL615.N(A !A, SW Ql NPIO.fD fQMIlM1 l tmrll Um 6.uMG !1 - IIY-0' V xQnx ru = ItY-f � mNN 1NL i T9!'M nYWLSI➢F hf 0 6. SIfATOC 9 O �4LLS O lj' KMY4 QI I$' QRx1lx 9Fu0 BMPo SfE SIMCIIO'L IOht !QI IWML R[dQE1gR 1. 'ff lfl.LL II/SSI !QI IYrEV IWIIIG O f%IFA% � 6 IgCi 9fA6YG 6 3{' RTgD. Y[ SIRCIWM IORS M xLLl6 QWAI(MiS 9 AlNL FfAVMNt iMS N['BO AS IWpS IH M'x SR 13/Sll 10. R6lA 10 NCWICCIIPK !VA'RLS !OR LCGltl6 Q P.OV I!O Pµllll[N V,1LLS 11. R[ffR 10 MNtlIECIQnI W1M45 !CR AUIYIVl NPiW1YN .VA PJIffS%MS u HIGH ROOF FRAMING PLAN POPE ASSOCIATES INC 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 6429200 FAX (651) 6421101 MARKET STREET STATION FOR JIMMY JOHNS TENANT CHANHASSEN,MN BKBM ROOF FRAMING PLAN Issra od derisim .. • !Q(1PY 12 6-1} C Wissim !h. 41300-07131 'rm by 'Wpd Er SHEET 5262 -•• fOT.. . 2" ML. WE MS FWrXWT-WAT ®0+FW TO SIpV W T . . 10 SIFP i0]1M6 TO vmw Y -a' vNwu. O A 4f1YG fpq B'OIiLL ROIIxflO11i "I—III III— 7` 9nst TO BE r ' \ - I -111=1I Ia I - ' . wxrAr LI�_ 11-1111L-11 a WEED SW FOR uswwr wls �� I — — I- acwAlux 9wL wr EID[/10 S -Ir FW wA: H H H -III Q e�� ma+1i61E \�� -11I-111 I H I I- W E \ n ¢ rK can0efas ravnllsalm ro ca'A01E 9uaw 2L l00µ rcTN rax stErvxc iWT,G DETAIL A DETAIL Bu e E USECTION n SECTION n SECTION ME ANN rax ME Sn,A piEIRY a.L f.ql a- INCRMI BYB NAII +/2-n IW :-H Wirt 91EOME SEE SIACr ma.N 0/2-n IOTW rp xA.O 50 rvx rw wl wt 4a*"W pts. (EMI[x NPIfEI(NIs ax =T.. A'x ws ul0m a ME ,pII Fm m &YID x/S Ew FSRd[q WEEFxx9l� �t TAnr NIa /4Y -0112M p15. EOMI am m e ME " wn ip rp CAS W"rWr 4E Z,, r6-) /A� A( //,, r6-LSECTION� SECTION �(8) SECTION ELEVATION 1W{µ IipIL M $Ilp YrLL niiu� J,Sff Fl W. n SECTION SECTION 19ISSES 1 TO 1RIC5 M TV fl v0M l-IWN SxPYM 1rA10 x40 a0w a nx. 6 /1012V G MY WPM 4[ WH iGfl- ME 92F M n0 -0'012TC W . WW1 am )nY-0•elrl �T pTS WWL SECTION SECTION S II=III i�ll1-111�i IIIA TYPICAL CONSTRUCTION JOINT 4E SINCNNL WTES fC H vxm sExart5 rp ME s9pin V SwuN vx1W1 24 .pvrt xux¢ u1W anolc amE V n l 11=1=1T I I TYPICAL CONTROL JOINT ME swfLWE wits rd J saXac a nx. 6 /1012V G MY WPM 4[ WH iGfl- ME 92F M n0 -0'012TC W . WW1 am )nY-0•elrl �T pTS WWL SECTION SECTION S SWI sExart5 rp ME s9pin xN,c lca4alans 9WSW NWII-50525 1KKa nMll uAl'R ME NOI FW . t r NYJIfA Pob fllfliCq WL H6x ./YFAV! NIX ma M ME. ra Ez1Eleox OYL neat J I L=. 1I I- I-111-11 I=111= 4f " IN SfE R/1! rCA iroTPIC_ 1 .• � .. _ :.� Y[ R.x IW (8)— SECTION �)SECTION 1 SECTION 13 SECTION id SECTION POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN ssloe-s112s PH. (651)642-9200 FAX (651) 642-1101 MARKET STREET STATION FOR JIMMY JOHNS TENANT CHANHASSEN, MN BKBM_= SECTIOONS & SCHEDULES I AW n r♦ sp u r.n.mn 41300-07131 'sEc n (txd h SHEET S3.1 RA L� '1p ABBBREKAI E am a M2 ❑ ➢LOC bl6R,.. PRpWiL CONIFER, O REN SPOT nn.Nz d OR BAFU_ VERB D" n am' ORDER 1. M cN LEEVM R MA TIT w e�ORo R . 0 N l x SCALE T _ 10, • '!-� APPROXIMATE DISTURBED I 1 AREA IS 017 ACRES 6 P I ALL ER NOTES' 10 ALL ulxmus ARE ro FORE m tune uxuss NODDED omERwrsE. x0 SNEYIIW a TO WK'WE THAN A a C. SIOPF at YORE THAN SZ ,ON1INdW1 SLOPE. d `a' ` _ ]. ru PIOVDIIO RURI umn REFER TD IMxrzcmau wu a a NATER.. BE A,,NO WYAE KW PAVEUExi uA,txEsND ❑B EROSgN CO ]R(k NMS ➢NRRrn w ABBBREKAI E am a M2 ❑ ➢LOC bl6R,.. PRpWiL CONIFER, O REN SPOT nn.Nz d OR BAFU_ VERB D" n am' ORDER 1. M cN LEEVM EFA AREA ORD, MwG Wmucro CRAG umwc N-. RUNT LrtA. AND WrER]xEDKDam,L, OR . .SmUnRM .. HASID TaEn AND m THE x . . w E M FK Elly E"w A IX E'+INR rR iFer Elrve9en N ARRDA DRANK wEERN P1. ANE NAP NNUNA_ RNw wNacw PKxxB 4 C_ FINE PayrirM LEe ENS p n OR E ELEVATIONS NN ON DEE/EB p OCM110FE SWaE BE WCE iF04 THE EINATpNS Sxpxx °x M AWRJRL LMpixO Pvv WII«Wl PRIOR A➢PPoNK N ]ro. OTK • '!-� APPROXIMATE DISTURBED I 1 AREA IS 017 ACRES 6 P I ALL ER NOTES' 10 ALL ulxmus ARE ro FORE m tune uxuss NODDED omERwrsE. x0 SNEYIIW a TO WK'WE THAN A a C. SIOPF at YORE THAN SZ ,ON1INdW1 SLOPE. d `a' ` _ ]. ru PIOVDIIO RURI umn REFER TD IMxrzcmau wu a a NATER.. BE A,,NO WYAE KW PAVEUExi uA,txEsND ❑B EROSgN CO ]R(k NMS ➢NRRrn w « 9..,Pw c am a M2 ❑ P Nvn ENE ALL F. EM: Ra 1.. BE Ml/�,JL f1�PRRM ED AP,, SD4MMUL ME1N,gM. M PM NORR ND « UPERNCE PRpWiL CONIFER, O REN SPOT nn.Nz d smRl s,NBKr sENG '� NADER wrc T ORDER 1. M z -I ❑ LEEVM E ....CTA'RFED R . sF« Pc9W,(M, w a [ silo NDFTUNNI of Aar AREA ORD, MwG Wmucro CRAG umwc N-. RUNT LrtA. AND WrER]xEDKDam,L, OR . .SmUnRM .. HASID TaEn AND m THE x . . w E M FK vNRe O J H,K.q W. v BEER EWM. 11YES1Y_• tea] 9 N ARRDA DRANK wEERN -. PFDam]m C. � RNw wNacw PKxxB 4 C_ CONCRETE LOEWILv O PIPE INEEt.ADON Q NalAu LDLCIfi[ ]UEMw. RRG m K,K P/ao REBER E ELEVATIONS NN ON DEE/EB p OCM110FE SWaE BE WCE iF04 THE EINATpNS Sxpxx °x M AWRJRL LMpixO Pvv WII«Wl PRIOR A➢PPoNK N v OTK • A, I� A FFE = 964.30 yj ❑ •:•. - , Y - _ _ _ ALL F. EM: Ra 1.. BE Ml/�,JL f1�PRRM ED AP,, SD4MMUL ME1N,gM. M PM NORR ND « UPERNCE [dUY ]P d ] ■ nFW1xIN CN R�w,rm�e ED WAumF° I F D� N. RM EA EHE O COURN. ,o UIa1NL SM Np N61N] FISx pP _P, SEIM3 10 NIIN, 5 -FEET O z -I ❑ 4 E ....CTA'RFED R . sF« Pc9W,(M, w a [ silo NDFTUNNI of Aar Y 35].3 MwG Wmucro CRAG umwc N-. RUNT LrtA. AND WrER]xEDKDam,L, OR . .SmUnRM .. HASID TaEn AND m THE x . . w E M FK - -. - - 11 . - O J ] " v 3 CM M W TERSHED BEFORE. DURxL ORAL AN, EPosgx m M AFFIR M r.RrnER OEFLEO KEST HATED 962.6291 14 A 9y0 CB DE ACT BE A NT Dr THE wTEf6NE0. ALiF Sxw a vENR I] KL THEM SVLL B_' ]I0.9PT AW INVALL9 Fce M M SITE ....-REFER NET. ❑} MT R9D G ANPRGG! A. ORE NOmNL NE SERE MK 6 .N OINIE lfp50L aElwnw oa PRCP1RLr . THE: SOK, u' m .bOR.E TE THROES BDRR,PRNR, Q NalAu LDLCIfi[ ]UEMw. RRG m K,K P/ao E. 95]9, E ELEVATIONS NN ON DEE/EB p OCM110FE SWaE BE WCE iF04 THE EINATpNS Sxpxx °x M AWRJRL LMpixO Pvv WII«Wl PRIOR A➢PPoNK N v OTK SII K 5. 955.M THE Lay. 'b 1 t p RIM= a{ ,.. A FEES A.OR RNu ME S:iE A «O,OR VFE:IC:Es G EONPrpr SWlE BE EIEWFD WFY rA°V MYAAv x5 DY-WLLMG. • ` �,q PNPGM1 LIE. M FR m. N SLG.. a ,o D9N . D M %YMGn UNE - Or cma,M,RNE Es OR ,d[ iPEODENRv REWET,Ep Br Lm OR NAIFRL,EO INgDG,gVI M DE CES. _ `Y j I a 9fi1m 5 EI A W]r LMRh uG9AF3 Sw1L RE PEPrduEo PEARCKAILY ad tlJXblRll6 REOWE Nq/U M pCCRD BY M pSY ODD, - I5� -., IES 6 A -WRRSNED. tP 6.6 7 I© NMNt RON: CO6AOIM p"M4 AQ DM B/17.0. [tlgMAh FY/O, IG'w1W ARE O __ -C 1'_ O --- - 11 6 w %].O Is Ewow„ mx,Ru wA9wEs srw. a usED Nq wwrANED rcw M awwlox a snE aesmuLmN r - ' xp N/A E 9s9.rz ca6lNs,gx DPER.BOrs DR w1MN EENIs GLea M NmBGE NM MY FA6EII C"nME LEAYRs ntE -, -. D - S _- 1 - D _ 6.77OR aDu a RmoRED ,o sERrt Mw enwm ruxnu, a M E,o a wI wr DR a soD« As rm cD,mgla AEaS 's-' �� q I S A P NL EKED. �Morsuan DOM" Ncnox sxAu R Ia K mR K rossai_ Rx1 .Rws N1AM i � 1G,MRSIT-RIFICDN,G��M'N RMS AEL°L[D SITuNUNAC£ O,xEv R NCM51fl 11OX� OrY,EMAwBWIARE iNEW TRUCCEM OASES AS DEBRIEFED SNAIE a rm U AU co AiL ATCH BA . ,xrE NFx D NCT AC RED ��BEt« oamwm A"D TDR Wrrw EnnND art grxe. °P F "nr sFEDEo :vo ,.nu® As u, razoNw ■ - - - .. L't 1•: PNPDM"�°`WP,R': . w.s: E - _ I I _ -� _ _ UTILITY. GEOMETRIC EDNFN «DLLNED AKxORED ORST A ASi SN BEh u,° 12 L IS m ARNw SE ENa , Au 3, slorcs NAu OF Ew .. whRAL APPRorzD BY M clms 1wwEIRlxc Dm 5O c1. a DIC .. AF A NN MdTOIFC, SEEDS AR Wx. ARr Soft C"DRRE° RATE E NORN dK I rz E Sj 'DID �LLN�C R M TE D DES,.. AS ../. DERS LATE �E' "BOR IM1UBgx SEN,RIX RUN I3 OR ST,NED ROSS RATE T FIN AND *IS ,OTs PER ,ERE AND NOT zris ,wx e0s cwERACE. �] STO148[VzBi TAKE S' lmE. FOR pN y1p vD K 11 NS R E R. f M CN ARG s wT L P,ALD m BE RE wsRI.ENT 1 IRAN F Wn«" sx «O"m0 PMWID A E11. N E*.THE cv.ER cors+, xc Dr « PDxurwN t«TDD1f SEED «mNRE „D taEs). DR RETAINING WALL NOTES NL TE E B U, E1EVAlO,] CpRR90p m M HIDECIM O,NC aM1d5 Ox UOI SIXRMW4L 2 M BDIIW E,EV,Igx 6 M E\EV„ICN O MEON-RAC[ 9K 0 M w41. ,M M IU EIF/,IYN O M Nllm RIXT fOWY Eltt®K1KN4 WAII<9W1 wM Mo2cM IFNLWL AI.M 1R w19x M HRESN I(Edl S ]O RgfS. ,IFFER m AMNIELTPN NO ,MfiYM PlN6 NO BEE.. Rax RIIANIL HANE "wL Y DYMD uT cGUIm n A LEDNStO oxN iE+tlr mcl PB♦la to WP m'r it rc wsa DRAP,9I6 S R SLeTRIEn m M ,) . a099L w,Ew11 SAME R PUF EAFERE w [N:NRAS I9Cy9pd,GN. z) RRORT fcolRR sw I]q eoR9L wLN.clax rcrNl1 swL R oa DEmEnrR.N ExcNrvL 3)GWpolYII. 3) MN]dr SIRW➢f CE. AN, E06BES sIWL N I4R ROK RECURRED 0Nim15 gCO9EO.TYF. Al tVDRAC,M s ro RR BA NR 5G9 LMH[IR MT wr R fEolrRO SQ M oEohLlMl' 5) EGS OCCYOpIM 5) KTKNO BLARE Ag m E R➢XO ISOM NHO 9Wn$, M, MVE59 FEnEG "CONEENERRS ID N M pF9AN Ci AFTKNO w.v1 NERED BORNE N M RI AN WESO1O MP1[ SOP WR6 NO LM[Lu1LM MOBB9 vGq M ONE O. AND 9UE0 8I. , PRCCESSLfiE9. ENPQT RmiE116 w M mn a WCS01, M szlY oR.VA91C5 NID ULcw10a 9WL EOL R M CMUG IIY➢ PER DiVN P) ,C tt 11 O 1F O. m( 5[R.,CC] OF A IrtoS,plFo LNO 5Rf2yM, pED ACE ry M S,RR Dr WIES. to 0' M sPES uraB Cf MN AND ro PRGM[ A GME . TIRE ON ,URRIRE. IF]IX B DUE E sIRSTNIIPL S. N D Nq PRIOR ,D M ARFA4 O 12LAMYS. M RCCVT RWNSS 51 SP EE MN6KIlED ,O M JALN,EC,. AI M S EDRF 9wC R F Rav RESPoMY REED R. , DONE ""MBEs G 191 RN w'RON W,EEW.S RA CA I . T E D r"P THE or U/.00 m S LO9 ry mu'w ]o LLiRElEL1 PVBaP, ALL WyN NSn�"BE M M 'Ma' iL�� -rt ED S, . BRE E'ER i1O,'S exPoP,W E'3}S W,iKALi fllCw, M 91E BE R cO1Bf1RD PMI BA ERY B I CMIPM e) sMN.R YLNL R rEeED To "KA Lnn"Y M, MY Nu xm NNOTAAo s"BNE w,G N"E?r woE T¢mvcES NE K r"."a. w A N..m IAS alnsTE MD.A6: lq1 ,ARE nRNA "E-rzMx (D,aT ECG Ko.E M MTHD„ rNe, [ UEV,IOO 1ON, M M atuM:B. B 9apA N, INBRED NEAs: SlbrA' 9wi NI EMGI T RIB IRA PAR M(-RMODDR ()DST mm MD.E DR "E-rz], A n,Ol rml NNO M SRGVDE Euwma PUGprFO ID 9) MURK I SFFEYS M R N1E,UED ,MO 4a NIOR 10 wCPKE A RE NA•GPON ➢FEY. TES SI9n£NR BW1 LIED M SINL4 "EM1EN NIFA M NEIIFS ME MiN1E0 PAA'lO LOR M A TYpR. A (251POST"9p IS s1"E OIWZ LCGIg1R. T.9PaLNE MEAS M A TNUDY-1T£ (zs') ram DAm AN aaM "NAD Law1KR. NSIIER U ALL W1ER .00 SW IAT YR.43 ARE v R RSllw RP O0 O pWMSYM NO M YEEESOY mKI1RIn D 1ENm YNO.AIP Aro ROf 1OO 2J VRTM1 BtlTL CDPN'Ib SWL R . 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ORE NOmNL NE SERE MK 6 .N OINIE lfp50L aElwnw oa PRCP1RLr . THE: SOK, u' m .bOR.E TE THROES BDRR,PRNR, Q NalAu LDLCIfi[ ]UEMw. RRG m K,K P/ao E. 95]9, k v OTK SII K 5. 955.M M R,wm amDN � xE NOT A NED w Ww,ANED As PAR, ,N, BE PEwwNnr 'b I 15 E 2EIRICNx Or "' 42 NRA PNCUD] INIIOO, M N1MR NMNs. AN, DOO,RBEO MUS OUTSIDEnI�MDNC rM,MNI2 ME m D MIxwML1 BEEI IIIzm PRCR m MARINE fIXLMS. NEI PUAND ro RECER A G2 AN 'ARE RIM= 1 6 2 N DY-WLLMG. _ REs SNE ucwzm Al WR m ]o M,ARs KnE Em .4x D. PNPGM1 LIE. M FR m. N SLG.. a ,o D9N . D M %YMGn UNE A 5N1 NUMN SIWL R DENIED As "CI WrfDV1 BERAR OhR M ACP O 9OY NO Mr M YNG, NOM WNC SSEAUN. M ONE BID. NEL TOY OF wYL ufV.PIIM IS TO BE LGI6,RUCho10B"IDR 'O IJ . ]/L}.D 9fi1m z - 9 F r , . T , A ,NOSGPB U. fLSEVNRf M N,a,PUCTgx aDLJwpM (IL ,RC,.ILCI,ME DUE". IM 5, T m W Dm SEED _ F K roD NERAL N "K6�5 WOIDEWGMMA9AdM9 Y 1 ] M LMDV:1q R m CGRNR M OM1 R OWw55UA INE WdW1 Pd M GCf RImEN, D FREE IMI6. 6.6 7 I© NMNt RON: CO6AOIM p"M4 AQ DM B/17.0. [tlgMAh FY/O, IG'w1W ARE IDH ] V. POUND A'q %].O ,9. EAINO ,IIn3 S,WL D PMI¢10 MALE CdOMCIW. RP/O NN "Y'RD M Y1lED PER. 51f. K 9• PC HS . I.RR, m SRR .INV= x A xp N/A E 9s9.rz dN,RDE .IS aN-NTE ]m.BN, .INV= 6.77OR ,ENT CO.-IHI FI EW FO.OI, SUALL ART NTF"w R M iA, 0.ivx ' O p9yc'. 1G,MRSIT-RIFICDN,G��M'N RMS AEL°L[D SITuNUNAC£ O,xEv R NCM51fl 11OX� OrY,EMAwBWIARE iNEW TRUCCEM OASES AS DEBRIEFED SNAIE a rm U AU co AiL ATCH BA - - - RE 11 ATG ,NIBO, N TM s RE 1. 11NG DRAINAGE EROSION CONTROL, UTILITY. GEOMETRIC AND PAVING PLAN �0] � Homs- IS m ARNw SE ENa , Au 3, slorcs NAu OF Ew .. whRAL APPRorzD BY M clms 1wwEIRlxc Dm 5O c1. a E NORN dK I rz E Sj 'DID �LLN�C R M TE D DES,.. AS ../. DERS LATE �E' "BOR IM1UBgx SEN,RIX RUN I3 OR ST,NED ROSS RATE �] STO148[VzBi TAKE S' lmE. FOR pN y1p vD K M B,ENNN l :'NREARAN E � - ] RAN vRFED w - RETAINING WALL NOTES NL TE E B U, E1EVAlO,] CpRR90p m M HIDECIM O,NC aM1d5 Ox UOI SIXRMW4L 2 M BDIIW E,EV,Igx 6 M E\EV„ICN O MEON-RAC[ 9K 0 M w41. ,M M IU EIF/,IYN O M Nllm RIXT fOWY Eltt®K1KN4 WAII<9W1 wM Mo2cM IFNLWL AI.M 1R w19x M HRESN I(Edl S ]O RgfS. ,IFFER m AMNIELTPN NO ,MfiYM PlN6 NO BEE.. Rax RIIANIL HANE "wL Y DYMD uT cGUIm n A LEDNStO oxN iE+tlr mcl PB♦la to WP m'r it rc wsa DRAP,9I6 S R SLeTRIEn m M ,) . a099L w,Ew11 SAME R PUF EAFERE w [N:NRAS I9Cy9pd,GN. z) RRORT fcolRR sw I]q eoR9L wLN.clax rcrNl1 swL R oa DEmEnrR.N ExcNrvL 3)GWpolYII. 3) MN]dr SIRW➢f CE. AN, E06BES sIWL N I4R ROK RECURRED 0Nim15 gCO9EO.TYF. Al tVDRAC,M s ro RR BA NR 5G9 LMH[IR MT wr R fEolrRO SQ M oEohLlMl' 5) EGS OCCYOpIM 5) KTKNO BLARE Ag m E R➢XO ISOM NHO 9Wn$, M, MVE59 FEnEG "CONEENERRS ID N M pF9AN Ci AFTKNO w.v1 NERED BORNE N M RI AN WESO1O MP1[ SOP WR6 NO LM[Lu1LM MOBB9 vGq M ONE O. AND 9UE0 8I. , PRCCESSLfiE9. ENPQT RmiE116 w M mn a WCS01, M szlY oR.VA91C5 NID ULcw10a 9WL EOL R M CMUG IIY➢ PER DiVN P) ,C tt 11 O 1F O. m( 5[R.,CC] OF A IrtoS,plFo LNO 5Rf2yM, pED ACE ry M S,RR Dr WIES. to 0' M sPES uraB Cf MN AND ro PRGM[ A GME . TIRE ON ,URRIRE. IF]IX B DUE E sIRSTNIIPL S. N D Nq PRIOR ,D M ARFA4 O 12LAMYS. M RCCVT RWNSS 51 SP EE MN6KIlED ,O M JALN,EC,. AI M S EDRF 9wC R F Rav RESPoMY REED R. , DONE ""MBEs G 191 RN w'RON W,EEW.S RA CA I . T E D r"P THE or U/.00 m S LO9 ry mu'w ]o LLiRElEL1 PVBaP, ALL WyN NSn�"BE M M 'Ma' iL�� -rt ED S, . BRE E'ER i1O,'S exPoP,W E'3}S W,iKALi fllCw, M 91E BE R cO1Bf1RD PMI BA ERY B I CMIPM e) sMN.R YLNL R rEeED To "KA Lnn"Y M, MY Nu xm NNOTAAo s"BNE w,G N"E?r woE T¢mvcES NE K r"."a. w A N..m IAS alnsTE MD.A6: lq1 ,ARE nRNA "E-rzMx (D,aT ECG Ko.E M MTHD„ rNe, [ UEV,IOO 1ON, M M atuM:B. 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Nm IssDO and Ruisions: 4PNM1M1w A RElmer pa }m GRADING, DRAINAGE, EROSION CONTROL, UTILITY, GEOMETRIC, AND PAVING PLAN 08170.00 set: DGC De;4¢s t, TJC SHEET C1.0 c _- I —1 SAABA. Ems PROFILE VIEW 9 PIPEryo INSULATION C2.MU qs.I all. N SY�e m b.nr'mea- { x - lbneIa+e e SEs. [ + r. ma�[avwa+a N nel «++e rw•'Me P m yn n �l CSANSASSSf 'DIRE 0 MANHOLE ILI BS C2. T 'U. 11ttY i rp! [hFe15 41p 510PE2 G7 TYPI AL. .AREA C2. 'WrL Furor urw o -:m - YKnY 9aT+ 4261 •mE �flib CR UmMD E. MR • [Fp rli �o.o 6,Man, v vM LTJ � w,EIT oP E Yru. K.v ut eTMl]RNomrn m -7,. NICK CONSTRUCTION ENTRANCE TBF C2. �WKK CpLTI( PIryEVLM aT-+ N I ' mxa a c ABA _ Dp2E SECMIN aBuse ca _ ee ---- •rw. I A IBBB B C l+] vIN ' BLF POST r MPL.C,BLE L6• PLAN 01GgJAL RAW R f z! Y ]]5 BBTL TIIX DOME SPACING SV a •.wn € a wnr1Q caK nCCW6 .As Bz4 EB IB.Y.ITFRx II Mx IxETIM+x wn.. +P.1 p4 SEC00N A -A m Bm, W.6 S+MBnLf ; 3 AI am n.m�rLsvr n¢ n 6' S' B glij.&EANOUT6 Y I ! W.W. I 6' Y B' T C2 ELEVATION OF RAMP o y rwmcn .err. naEB rxB.� uvlm r z.l YFbM 6 Mt lIY dnlW fd 1r0 t66M/N RNPS NO , N' INImL aElrtOr . TE PEl'61eYi O+1®R 91YL E M MMaG M alE. ]1+¢R +Eafl BBtW r m r x IRc Eorm msa a u max.nn BMR.¢. ry V mas r.¢ a;REPaRn .os 4a[ YEa M V tB ]MWCBa CPL[Tw KB)ia'mu[ _Z tB .1 �J.v+BT+VOlIE.OYMr¢W� I �I F LiffliE l� j CITY OF PEDESTRIAN s¢ saN CHJlNBJlSSS1 CURB RAMP — —Ba- 521E 11ttY i rp! [hFe15 41p 510PE2 G7 TYPI AL. .AREA C2. /2 ' V/ .I]B *'aoEao .BBB �` BA ..—tIB,c wm ,-1�Iu Lax Bxa tt.E,c BI Im EER AS Y~PIt uPE] BY FMTA ww e- al«IE r[a 6' GMMMR BASE R(ER 10 9FCTIUIKM .BBt tB sUE,arBL Em ro seEcsr::x+c 4 ONCRETE SIDEWALK C2. ]IJ i- w,EIT oP E Yru. K.v ut NICK CONSTRUCTION ENTRANCE C2. /2 ' V/ .I]B *'aoEao .BBB �` BA ..—tIB,c wm ,-1�Iu Lax Bxa tt.E,c BI Im EER AS Y~PIt uPE] BY FMTA ww e- al«IE r[a 6' GMMMR BASE R(ER 10 9FCTIUIKM .BBt tB sUE,arBL Em ro seEcsr::x+c 4 ONCRETE SIDEWALK C2. ]IJ i- w,EIT oP E Yru. K.v ut eETa S a c T. V.1 �ER 'BLUE oR B+o¢mU.a ewwtBA E1H[. EEIFROXiiEO IBBB B C l+] vIN ' BLF POST r MPL.C,BLE L6• R f z! Y ]]5 BBTL TIIX SV wnr1Q caK nCCW6 .As Bz4 EB IB.Y.ITFRx II Mx IxETIM+x wn.. +P.1 p4 W.6 S+MBnLf AI r Lac suns raB a I�o+cc,E xsE 5 N I SIGN PLACEMENT C2. xor scut Nair. 5R Ima Pm Y12N)T ymifr'dims. salra 2000. matline tlicM aoLm mawNanmt, situ 3e ) tirB Skw t -Posts wM Xssb) ims T-P.tB pimlc 2q tis per T -Pmt (YB[Bit iiW) IIp�naa Iv.arr W. TW 2 sit 1. B Abe some m tW I r.W Boi bake ksBbtl as DD betas TV 2 to M uses to prat.t all retlm6s SIM i Pmh 24' In 9w+d sfLr tiM zp Te6 .� •wrr._• ...M R CIS FENCE - TYPE 2 CITY OF SILT clusilg9m FENCE -a, w. 5300 , SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC-SHAKOPEE, MN., ESS EROS-LEREfO, MN. OR SIMILAR MODEL#CG23 NOTE: cem, rme- ,.nem ane —It +m. 1. am ren[ea '• men [mgge[ .R - BBA R[mv [emu/tBA. Aram rxvaMh a .e —B rm-. mn, C T" 0= ca�xsasssx CATCH BASIN SEDIMENT TRAt' 5302A 2 CITY OF CHANHASSEN - INLET SEDIMENT PROTECTION C2. POPE ASSOCIATES INC. ass ENERGY PARK DRIVE ST. PAUL. MN sslos-sus PH. (651)612-9200 FAX (651)612-1101 KRAUS-ANDERSON Rd E., RvclopmrnL BKBM = " 61iI®IR Era�Mma+jaen.mn MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN 1 trreh vnQ] ai YM rM. p.�e+ora M�rmaE WLIr.M bwawlj Y�rL u[ r fe� %6 r[✓ Im od LNIflOf: Lrass Ge�e•eiwr am ...M..x .19.im YYYaL CIVIL DETAILS 08170.00 IXiC TIC SHEFT //� C2.0 SOD 6111] T TO ---� L,�% TO TO EXISTINI REMAIN TREES TO 6.01 -�A4. � 1 (2) TABLES AND CHAIRS BY TENANT 4" CONCRET PAVING AND SIDEWALK EXIST. LIGHT POLE TO REI EXIST. CURB CUI AND SIDEWALK SLAB TO REMAIN PLANT SCHEDULE MP — — -F[77 PEWIWS - SIE 1 W 4ieedoa ee ■II■■, c av IQ� o '■L� Ism 1I STORY1650 0 SF NINERETAIL SHELL Ellplim I SOD 6111] T TO ---� L,�% TO TO EXISTINI REMAIN TREES TO 6.01 -�A4. � 1 (2) TABLES AND CHAIRS BY TENANT 4" CONCRET PAVING AND SIDEWALK EXIST. LIGHT POLE TO REI EXIST. CURB CUI AND SIDEWALK SLAB TO REMAIN PLANT SCHEDULE MP — — -F[77 PEWIWS ..:¢_. 1 > 1=0= 1W IW s iit i�,'m n r1a •Ia,na nes Kcsmm><ac eu i nx m: 1sv nuns � o to w IF a1$.�/�ioi�r�f i •wr dlwr��t�i�a{ mrm a awf��i 2rKmr�rinYl. uac M f�i� n.Ae 1m ms�e r mYa la t� �iw /IOq T •� �//,t D Y[ wi0• r a l Ain�H011�69.�p 15 ra e 1��OIIN K e:. n 6.YYOlE �e1 n LL T�11fB»®E r aloe m rota route e 1 rr nl��2wswssww/emxrrwenxerx M 5e'lIC�111S1m11R Le woe lewwd R indicates 1-1/2' Dresser Trap Roca Mulch (3' depth over 4 ML poly.aad59ve) ® Ind catw Shredded Hardwood Mulch (4' dWM wt h hen}4ida) LANDSCAPE PLAN NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5115 PH. (651)642.9255 FAX (651) w2-1101 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN s�aaaoWnnVu 9r Ttl"0" & nos-ea9x.r w•eas-r•ewl � IsIiY 41300-07131 SHEET Ll - SIE 1 ..:¢_. 1 > 1=0= 1W IW s iit i�,'m n r1a •Ia,na nes Kcsmm><ac eu i nx m: 1sv nuns � o to w IF a1$.�/�ioi�r�f i •wr dlwr��t�i�a{ mrm a awf��i 2rKmr�rinYl. uac M f�i� n.Ae 1m ms�e r mYa la t� �iw /IOq T •� �//,t D Y[ wi0• r a l Ain�H011�69.�p 15 ra e 1��OIIN K e:. n 6.YYOlE �e1 n LL T�11fB»®E r aloe m rota route e 1 rr nl��2wswssww/emxrrwenxerx M 5e'lIC�111S1m11R Le woe lewwd R indicates 1-1/2' Dresser Trap Roca Mulch (3' depth over 4 ML poly.aad59ve) ® Ind catw Shredded Hardwood Mulch (4' dWM wt h hen}4ida) LANDSCAPE PLAN NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5115 PH. (651)642.9255 FAX (651) w2-1101 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN s�aaaoWnnVu 9r Ttl"0" & nos-ea9x.r w•eas-r•ewl � IsIiY 41300-07131 SHEET Ll 1 ..:¢_. 1 > 1=0= 1W IW s iit i�,'m n r1a •Ia,na nes Kcsmm><ac eu i nx m: 1sv nuns � o to w IF a1$.�/�ioi�r�f i •wr dlwr��t�i�a{ mrm a awf��i 2rKmr�rinYl. uac M f�i� n.Ae 1m ms�e r mYa la t� �iw /IOq T •� �//,t D Y[ wi0• r a l Ain�H011�69.�p 15 ra e 1��OIIN K e:. n 6.YYOlE �e1 n LL T�11fB»®E r aloe m rota route e 1 rr nl��2wswssww/emxrrwenxerx M 5e'lIC�111S1m11R Le woe lewwd R indicates 1-1/2' Dresser Trap Roca Mulch (3' depth over 4 ML poly.aad59ve) ® Ind catw Shredded Hardwood Mulch (4' dWM wt h hen}4ida) LANDSCAPE PLAN NORTH POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5115 PH. (651)642.9255 FAX (651) w2-1101 MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN,MN s�aaaoWnnVu 9r Ttl"0" & nos-ea9x.r w•eas-r•ewl � IsIiY 41300-07131 SHEET Ll �II Non -Scannable Item Item Description Folder Number Job Number Box Number Jimmy John's • 7851 Market Boulevard Lot 1 Block 1, Market Street Station 25-4460010 Site l5lan, Sign Variance M 964.4262 963.8009 63.5943 X 962.6291 RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. NOTES: L 1) BUILDING BACKFILL MATERIAL SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 2) BUILDING FOOTING, SLAB AND BACKFILL COMPACTION DENSITY SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 3) PAVEMENT SUBGRADE COMPACTION DENSITIES SHALL BE PER GEOTECHNICAL ENGINEERS RECOMMENDATION. 4) CONTRACTOR IS TO PERFORM ANY SOILS CORRECTION THAT MAY BE REQUIRED PER THE GEOTECHNICAL ENGINEERS RECOMMENDATION. 5) RETAINING WALLS ARE TO BE DESIGNED UNDER DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF RETAINING WALL SYSTEMS, REGISTERED IN THE STATE OF MINNESOTA- PROVIDE INNESOTAPROVIDE SHOP DRAWINGS AND CALCULATIONS PREPARED UNDER THE SUPERVISION OF, AND SIGNED BY, A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MINNESOTA. THE SHOP DRAWINGS AND CALCULATIONS SHALL INDICATE THE CRITERIA USED FOR DESIGN. 6) THE CONTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR, REGISTERED IN THE STATE OF MINNESOTA, TO PERFORM THE SPECIFIED LAYOUT OF WORK AND TO PREPARE A GRADE VERIFICATION SURVEY. AFTER THE DATE OF SUBSTANTIAL COMPLETION AND PRIOR TO THE RELEASE OF RETAINAGE, THE RECORD DRAWINGS SHALL BE TRANSMITTED TO THE ARCHITECT. 7) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF FILL AND WASTE MATERIALS TO BE HANDLED AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. THE COSTS OF IMPORTING FILL AND/OR EXPORTING EXCESS MATERIALS FROM THE SITE SHALL BE CONSIDERED PART OF THE BASE BID CONTRACT. 8) ALL SURFACES SHALL BE FINISHED TO SUCH CONTOUR THAT THEY WILL NOT IMPOUND SURFACE WATER. ROUGH GRADE TOLERANCES ARE AS FOLLOWS: A. UNPAVED AREAS OUTSIDE BUILDINGS: NOT MORE THAN ONE-TENTH (0.10') FOOT ABOVE OR BELOW FINISH GRADE ELEVATIONS SHOWN ON THE DRAWINGS. B. BUILDING AND PAVED AREAS: SURFACES SHALL NOT VARY BY MORE THAN FIVE ONE -HUNDREDTHS (0.05') FOOT ABOVE OR ONE-TENTH (0.10') FOOT BELOW THE SUBGRADE ELEVATIONS REFERENCED TO HEREIN. 9) RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO PREPARE A GRADE VERIFICATION SURVEY. THIS SURVEYOR SHALL CHECK THE SUBBASE ELEVATION AFTER THE UTILITIES ARE INSTALLED. PARKING LOTS ON A TWENTY-FIVE (25') FOOT GRID AND SLOPE CHANGE LOCATIONS. LANDSCAPE AREAS ON A TWENTY-FIVE (25') FOOT GRID AND SLOPE CHANGE LOCATIONS. NOTES: 1 CITY OF CHANHASSEN AND THE MINNESOTA WATER AN ALL WA E D SANITARY SERVICES ARE TO BE TESTED PER DEPARTMENT OF HEALTH STANDARDS AND SPECIFICATIONS. 2) UTILITY BACKFILL COMPACTION SHALL BE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. X 96.3930 �^Ato] ;1V,&I=TIldirel lr NOTES: 1) A. VERIFY ACTUAL LOCATIONS OF EXTERIOR CONCRETE WORK AND OTHER CONSTRUCTION TO WHICH CONCRETE WORK MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE INSTALLATION. SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. COORDINATE INSTALLATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF THE WORK. B. THE CONTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR TO PERFORM THE SPECIFIED LAYOUT WORK. 2) A. PROVIDE MIXES MEETING THE FOLLOWING MINIMUM REQUIREMENTS. SUBMIT CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE. MIX DESIGNS MUST BE REVIEWED PRIOR TO POURING CONCRETE. REVIEW IS FOR CONFORMANCE WITH SPECIFICATION REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE. 1. 28 -DAY COMPRESSIVE STRENGTH: 4,000 PSI. 2. MAXIMUM AGGREGATE SIZE: 3/4" CLASS 4S (1/2" FOR EXPOSED AGGREGATE CONCRETE). 3. MAXIMUM SLUMP: 4". 4. AIR CONTENT ASTM C231: 6-1/2% " t1-1/2%. 5. MAXIMUM WATER/CEMENT RATIO: 0.40. B. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. C. PROVIDE CONCRETE WITH WORKABILITY SUCH THAT IT WILL FILL THE FORMS, WITHOUT VOIDS OR HONEYCOMBS, WHEN PROPERLY VIBRATED, WITHOUT PERMITTING MATERIALS TO SEPARATE OR EXCESS WATER TO COLLECT ON THE SURFACE. 3) A. EXPANSION JOINTS: JOINTS SHALL BE FILLED WITH ONE-HALF (1/2") INCH THICK PRE -FORMED JOINT FILLER MATERIAL AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. AT THE BEGINNING AND END OF ALL CURVED SECTIONS. 2. WHERE ALL NEW CONCRETE SURROUNDS, ADJOINS OR ABUTS ANY EXISTING FIXED OBJECTS, SUCH AS FIRE HYDRANTS, VALVE BOXES, MANHOLES, LIGHT POLES, FLAG POLES, CURBS, WALKS OR OTHER RIGID STRUCTURES. 3. AT SIXTY (60') FOOT MAXIMUM SPACING OR AS INDICATED ON THE DRAWINGS. B. GENERAL: ALL JOINTS SHALL BE VERTICAL AND STRAIGHT. TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE LONGITUDINAL AXIS OF THE WORK. JOINTS SHALL ALIGN WITH SIMILAR JOINTS IN ADJOINING WORK WHERE PRACTICAL C. THE PANELS SHALL BE SQUARE WHERE PRACTICABLE AND GENERALLY HAVE NOT MORE THAN 36 SQUARE FEET OF AREA. D. THE JOINTS SHALL ALIGN WITH LIKE JOINTS IN ADJOINING WORK UNLESS THE WORK IS ISOLATED BY INCH ISOLATION JOINTS. E. ALL JOINT WORK SHALL COORDINATE PRECISELY WITH GRIDS, MODULES AND RADIALS AS PRESCRIBED ON THE DRAWINGS. F. ALL JOINTS AND EDGES OF WALK SHALL BE ROUNDED WITH A 1/8 -INCH RADIUS TOOL. G. CONTRACTION JOINTS SHALL EXTEND TO AT LEAST 1/3 THE WALK THICKNESS AND SHALL BE APPROXIMATELY 1/8 INCH WIDE. H. EXPANSION AND ISOLATION JOINTS SHALL BE 1h INCH WIDE AND SHALL BEA EQU L IN DEPTH TO THE FULL THICKNESS OF THE SLAB. 4) CONVENTIONAL TESTING AND INSPECTION SERVICES HEREIN DESCRIBE THOSE ITEMS NOT SPECIFICALLY REQUIRED BY THE MINNESOTA STATE BUILDING CODE, BUT ARE CONSIDERED ESSENTIAL TO THE PROPER PERFORMANCE OF THE BUILDING SYSTEMS. 5) GRADE VERIFICATION OF EXTERIOR WALKS: A GRADE VERIFICATION SURVEY SHALL BE PERFORMED AFTER ALL WALKS ARE INSTALLED TO ASSURE LONGITUDINAL AND CROSS SLOPES MEET BUILDING AND ADA CODE 11III&FIr. UTILITY NOTES: X 962.2738 0 1" = 10' STRUCTURE AD Area Drain BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin STRUCTURE DIMENSION NEENAH TOP INVERT Drain Tile PIPE LENGTH, DIAMETER, SLOPE & NEXT IDENTIFICATION (INCHES) CASTING ELEVATION ELEVATION MAX Maximum MH UPSTREAM STRUCTURE MIN Minimum PVC STUB NA NA NA N. 957.75 8 L.F. OF 12" RCP PIPE ® 2.00%, MH #1 A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT 15. SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE 7. S. 957.91 B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY B. VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR Sao 100 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. MH #1 48 R-1642 963.83 N. 957.91 2 L.F. OF 8" PVC PIPE 0 2.00%, STUB RESTORED USING SEED MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTILITY PIPES IF THE PIPE HAS F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE VISrr OR CONSTRUCTION DOCUMENT REVIEW. E. 957.91 78 L.F. OF 6" PVC PIPE 0 1.00%, AD #2 AD #2 SEE DETAIL SEE DETAIL 962'70 S. 958.69 UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN IS RESTORED. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS F1 INSTALL SILT FENCE. REFER TO DETAIL 1/C2.0. 7/C2.0 7/C2.0 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C2.0. W. 958.69 38 L.F. OF 6" PVC PIPE ® 1.00%, AD #3 AD #3 SEE DETAIL SEE DETAIL 963.00 E. 959.07 956.50 AND INSTALL A 45 -DEGREE BEND TO CONNECT TO THE BUILDING SERVICE AT A 2 -PERCENT SLOPE. STUB TO WITHIN 5 -FEET OF THE PROPOSED BUILDING. COORDINATE EXACT 7. 7/C2.0 7/C2.0 LOCATION, PIPE SIZE, AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START W. 959.07 22 L.F. OF 6" PVC PIPE 0 1.00%, AD #4 AD #4 SEE DETAIL SEE DETAIL 963'67 E. 959.29 WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. A RECORD DRAWING OF THE GRADING INTENT IS FOR FOOTINGS TO BE DROPPED SO THAT WATER SERVICE IS NOT IN THE ZONE OF INFLUENCE OF FOOTING. WHERE WATER SERVICE GOES THROUGH FOOTING, COORDINATE WITH AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 4 7/C2.0 7/C2.0 PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. yy, 959.29 25 L.F. OF 4" PVC PIPE ® 1.00%, DT STUB DT STUB N/A N/A N/A E. 959.42 TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 5 I - H M L L C2. . FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. NOTES: 1) A. VERIFY ACTUAL LOCATIONS OF EXTERIOR CONCRETE WORK AND OTHER CONSTRUCTION TO WHICH CONCRETE WORK MUST FIT, BY ACCURATE FIELD MEASUREMENTS BEFORE INSTALLATION. SHOW RECORDED MEASUREMENTS ON FINAL SHOP DRAWINGS. COORDINATE INSTALLATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAY OF THE WORK. B. THE CONTRACTOR IS TO EMPLOY THE SERVICES OF A REGISTERED LAND SURVEYOR TO PERFORM THE SPECIFIED LAYOUT WORK. 2) A. PROVIDE MIXES MEETING THE FOLLOWING MINIMUM REQUIREMENTS. SUBMIT CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE. MIX DESIGNS MUST BE REVIEWED PRIOR TO POURING CONCRETE. REVIEW IS FOR CONFORMANCE WITH SPECIFICATION REQUIREMENTS ONLY. CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE. 1. 28 -DAY COMPRESSIVE STRENGTH: 4,000 PSI. 2. MAXIMUM AGGREGATE SIZE: 3/4" CLASS 4S (1/2" FOR EXPOSED AGGREGATE CONCRETE). 3. MAXIMUM SLUMP: 4". 4. AIR CONTENT ASTM C231: 6-1/2% " t1-1/2%. 5. MAXIMUM WATER/CEMENT RATIO: 0.40. B. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. C. PROVIDE CONCRETE WITH WORKABILITY SUCH THAT IT WILL FILL THE FORMS, WITHOUT VOIDS OR HONEYCOMBS, WHEN PROPERLY VIBRATED, WITHOUT PERMITTING MATERIALS TO SEPARATE OR EXCESS WATER TO COLLECT ON THE SURFACE. 3) A. EXPANSION JOINTS: JOINTS SHALL BE FILLED WITH ONE-HALF (1/2") INCH THICK PRE -FORMED JOINT FILLER MATERIAL AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. AT THE BEGINNING AND END OF ALL CURVED SECTIONS. 2. WHERE ALL NEW CONCRETE SURROUNDS, ADJOINS OR ABUTS ANY EXISTING FIXED OBJECTS, SUCH AS FIRE HYDRANTS, VALVE BOXES, MANHOLES, LIGHT POLES, FLAG POLES, CURBS, WALKS OR OTHER RIGID STRUCTURES. 3. AT SIXTY (60') FOOT MAXIMUM SPACING OR AS INDICATED ON THE DRAWINGS. B. GENERAL: ALL JOINTS SHALL BE VERTICAL AND STRAIGHT. TRANSVERSE JOINTS SHALL BE PLACED AT RIGHT ANGLES TO THE LONGITUDINAL AXIS OF THE WORK. JOINTS SHALL ALIGN WITH SIMILAR JOINTS IN ADJOINING WORK WHERE PRACTICAL C. THE PANELS SHALL BE SQUARE WHERE PRACTICABLE AND GENERALLY HAVE NOT MORE THAN 36 SQUARE FEET OF AREA. D. THE JOINTS SHALL ALIGN WITH LIKE JOINTS IN ADJOINING WORK UNLESS THE WORK IS ISOLATED BY INCH ISOLATION JOINTS. E. ALL JOINT WORK SHALL COORDINATE PRECISELY WITH GRIDS, MODULES AND RADIALS AS PRESCRIBED ON THE DRAWINGS. F. ALL JOINTS AND EDGES OF WALK SHALL BE ROUNDED WITH A 1/8 -INCH RADIUS TOOL. G. CONTRACTION JOINTS SHALL EXTEND TO AT LEAST 1/3 THE WALK THICKNESS AND SHALL BE APPROXIMATELY 1/8 INCH WIDE. H. EXPANSION AND ISOLATION JOINTS SHALL BE 1h INCH WIDE AND SHALL BEA EQU L IN DEPTH TO THE FULL THICKNESS OF THE SLAB. 4) CONVENTIONAL TESTING AND INSPECTION SERVICES HEREIN DESCRIBE THOSE ITEMS NOT SPECIFICALLY REQUIRED BY THE MINNESOTA STATE BUILDING CODE, BUT ARE CONSIDERED ESSENTIAL TO THE PROPER PERFORMANCE OF THE BUILDING SYSTEMS. 5) GRADE VERIFICATION OF EXTERIOR WALKS: A GRADE VERIFICATION SURVEY SHALL BE PERFORMED AFTER ALL WALKS ARE INSTALLED TO ASSURE LONGITUDINAL AND CROSS SLOPES MEET BUILDING AND ADA CODE 11III&FIr. UTILITY NOTES: X 962.2738 0 1" = 10' GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 3. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. 4. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES INTO EXISTING PAVEMENT. EROSION CONTROL NOTES: PROPOSED PLAN SYMBOLS SILTATION FENCE PROPERTY LINE ABBREVIATIONS AD Area Drain BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONC Concrete DIP Ductile Iron Pipe DT Drain Tile ELEV Elevation EX Existing FIFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall TYP. Typical GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 3. FOR PROPOSED BUILDING LAYOUT REFER TO ARCHITECTURAL PLANS. 4. NO PONDING OF WATER WILL BE ALLOWED WHERE NEW PAVEMENT MATCHES INTO EXISTING PAVEMENT. EROSION CONTROL NOTES: PROPOSED PLAN SYMBOLS SILTATION FENCE PROPERTY LINE ■ ■ PROPOSED CONTOUR 963 - SPOT ELEVATION 2.4 STORM SEWER PRE -CONSTRUCTION GRADING MEETING ON-SITE WITH THE CITY ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED July 9, 2008 SANITARY SEWER 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING WATER PIPE ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. 3. DRAIN TILE PIPE ------ j --- CLEANOUT • AREA DRAIN 962.2 MANHOLE • RETAINING WALL DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY RETAINING WALL 7WTT:1 RIM 6. SPOT ELEVATION 13. 1 4. DRAINAGE FLOW ARROW ->> PEDESTRIAN CURB E.11\ 7. RAMP 14. HANDICAP PARKING ^ 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEER AND 12. WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL 1. FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A May 20, 2008 PRE -CONSTRUCTION GRADING MEETING ON-SITE WITH THE CITY ENGINEER AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED July 9, 2008 DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THE REQUEST OF THE CITY AND/OR WATERSHED. 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL ��/ Sb�QRZ, FROM THE CITY. � 4. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY 962.2 SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. 5. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT, CITY OF CHANHASSEN, AND OR WATERSHED. RIM 6. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY 13. SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS 4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. ALLOW ACCESS. PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. E.11\ 7. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH 14. HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING 6 CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT 15. SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE 7. OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY B. VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 110 (OATS), OR Sao 100 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI-PERMANENT GRADING NOTES: VEGETATIVE COVER OF SEED MIXTURE MNDOT 190 AT A RATE OF 60 POUNDS PER ACRE. �- D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A THE CONTRACTOR IS TO VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS 60 -DAY GROWING PERIOD. COMPANIES PRIOR TO START OF CONSTRUCTION. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE RESTORED USING SEED MIXTURE MNDOT 250 AT A RATE OF 70 POUNDS PER ACRE. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTILITY PIPES IF THE PIPE HAS F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE VISrr OR CONSTRUCTION DOCUMENT REVIEW. PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 260 (COMMERCIAL TURF GRASS) AT A LESS THAN 5 -FEET OF COVER OVER THE TOP OF PIPE. RATE OF 100 POUNDS PER ACRE. THE BACKGROUND INFORMATION WAS PREPARED BY SCHOELL & MADSON, INC., CONTACT DANIEL NICKOLS AT (952) 546-7601. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON-SITE SEDIMENT BASINS 3. THAT CONFORM TO THE CRITERIA FOR ON-SITE DETENTION BASINS SHALL BE PROVIDED. 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT KEYED NOTES ARE DENOTED BY NO ON PLAN. FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. UNTIL THE AREA TRIBUTARY TO THE CATCH BASIN IS RESTORED. POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 KRAUS-ANDERSON Real Estate Development 5930 Brooklyn Boulevard BKBM Minneapolis, 84 55429-2518 _� Phone: (763) 843-0420 ENGINEERS Fax: (763) 843-0421 E -Mail: bkbm@bkbm.com p xm a<at rma..„,e aynm,, iz ma a M, " m xm"wn or.ax. -eau. iw"t Ee'YuseEBwBNW�M' M� Mtwn,nt% MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT 1. SSEN oac9ANHASSEN, MN p�C � 3 tipp8 r pEPj° ENO'tN���`y�v I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Name:-�WW e„ 0 Thomas J.'Cesare Date: 01/18/2008 Reg. No. 27031 Issues and Revisions: January 18, 2008 City Site Plan Review 12. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH MATERIAL APPROVED BY THE CITY'S ENGINEERING DIVISION 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR May 20, 2008 AND WATERSHED DISTRICT, SUCH AS MN/DOT 3885 CATEGORY 2 STRAW EROSION CONTROL BLANKETS OR STAKED SOD. July 9, 2008 PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED July 22, 2008 THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: WORK. SLOPES STEEPER THAN 3:1 - 7 DAYS 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. SLOPES 10:1 TO 3:1 - 14 DAYS 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 2 FEET AND SLOPES FLATTER THAN 10:1 - 21 DAYS HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT, CITY OF CHANHASSEN, AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 13. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED 4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 5. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN. 14. EROSION CONTROL ITEMS AND DEVICES SHOULD BE REMOVED ONLY AS DIRECTED BY THE CITY AND/OR WATERSHED. 6 PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 15. ALL SILT FENCE THAT IS NOT LAID PARALLEL TO THE CONTOURS SHALL HAVE J HOOKS INSTALLED EVERY 50-75 FEET. 7. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. B. ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE SCHEDULE 40 PVC. GRADING NOTES: 9. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE 1. THE CONTRACTOR IS TO VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS COMPANIES PRIOR TO START OF CONSTRUCTION. PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTILITY PIPES IF THE PIPE HAS VISrr OR CONSTRUCTION DOCUMENT REVIEW. LESS THAN 5 -FEET OF COVER OVER THE TOP OF PIPE. 2. THE BACKGROUND INFORMATION WAS PREPARED BY SCHOELL & MADSON, INC., CONTACT DANIEL NICKOLS AT (952) 546-7601. KEYED NOTES 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, KEYED NOTES ARE DENOTED BY NO ON PLAN. ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS F1 INSTALL SILT FENCE. REFER TO DETAIL 1/C2.0. DUE TO CONSTRUCTION. �2 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C2.0. 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL CONNECT INTO THE EXISTING STUB AT INVERT ELEVATION 947.56 AND INSTALL A 45 -DEGREE APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. VERTICAL BEND. INSTALL 6 -INCH SDR 35 PVC PIPE AT A 1:1 SLOPE TO AN INVERT ELEVATION OF 6. ALL SPOT ELEVATIONS SHOWN AS 62.48, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 962.48. 956.50 AND INSTALL A 45 -DEGREE BEND TO CONNECT TO THE BUILDING SERVICE AT A 2 -PERCENT SLOPE. STUB TO WITHIN 5 -FEET OF THE PROPOSED BUILDING. COORDINATE EXACT 7. NO SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. I LOCATION, PIPE SIZE, AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START 8 HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. ® CONNECT TO EXISTING STUB AND INSTALL 6 -INCH DIP WATER SERVICE TO WITHIN 5 -FEET OF 9• PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. BUILDING, INSTALL 90 DEGREE BENDS AS SHOWN. FOLLOW ALL CITY OF CHANHASSEN STANDARDS 10. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK AND SPECIFICATIONS. COORDINATE INSTALLATION OF WATER SERVICE WITH FOOTING CONTRACTOR. WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. A RECORD DRAWING OF THE GRADING INTENT IS FOR FOOTINGS TO BE DROPPED SO THAT WATER SERVICE IS NOT IN THE ZONE OF INFLUENCE OF FOOTING. WHERE WATER SERVICE GOES THROUGH FOOTING, COORDINATE WITH AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 4 11. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. FOOTING CONTRACTOR LOCATION OF DIP SLEEVING PRIOR TO THE START OF CONSTRUCTION. COORDINATE EXACT LOCATION AND PIPE SIZE WITH MECHANICAL CONTRACTOR PRIOR TO THE ST THE CIN AND WATERSHED WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC OF CONSTRUCTION. UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 5 I - H M L L C2. . FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 12. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS I 2 INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE © STUB 8 -INCH SCHEDULE 40 PVC PIPE TO WITHIN 5 FEET OF PROPOSED BUILDING AT INVERT SITE. ELEVATION OF 957.95. COORDINATE EXACT LOCATION, PIPE SIZE, AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 13. ALL TOPSOIL SHALL BE STRIPPED AND SALVAGED FOR RE -SPREADING ON THE SITE. SIX INCHES OF TOPSOIL - AFTER COMPACTION- SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE �7 NOT USED. PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND ® INSTALL CONCRETE SIDEWALK. REFER TO DETAIL 4/C2.0. SPECIFICATIONS. 9 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 3/C2.0. 14. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY 10 INSTALL HANDICAPPED PARKING SIGN AND RE -STRIPE EXISTING PARKING STALLS. REFER TO DETAIL DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 5/C2.0. VERIFY THAT STALL AND ACCESS AREA DO NOT EXCEED 2% SLOPE IN ANY DIRECTION. 15. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING 11 REMOVE AND RELOCATE EXISTING SIGN. COORDINATE RELOCATION WITH THE CITY OF CHANHASSEN. FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND 12 INSTALL SEWER CLEAN OUT. REFER TO DETAIL 6/C2.0. DISC -MULCHED. 13 THE INTENT OF THE RETAINING WALL IS TO PREVENT GRADING AND/OR EXCAVATION BEYOND 16. WINTER MULCHING: PROPERTY LINE TO THE NORTH. NO EXCAVATION IS TO OCCUR NORTH OF THE PROPERTY LINE A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS DURING INSTALLATION OF THE RETAINING WALL. TOP OF WALL ELEVATION IS TO BE CONSTRUCTED THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. TO MEET INTENT. B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE 14 INSTALL 4 -INCH DRAINTILE WITH SOCK BENEATH CONCRETE SIDEWALK ABUTTING BUILDING AS DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, SPECIFIED IN THE GEOTECHNICAL REPORT. CONNECT DRAINTILE TO EXISTING STORM SEWER AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. SYSTEM WITH 4 -INCH PVC PIPE, INTENT IS FOR 4 -INCH PVC PIPE TO BE PLACED WHERE CONCRETE SIDEWALK IS NOT ABUTTING BUILDING. INSTALL BENDS AND CONNECTIONS AS 17. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHALL FOR THE EXACT PLACEMENT OF FIRE LANES, NECESSARY. YELLOW -PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 15 INSTALL ROCK CONSTRUCTION ENTRANCE PER DETAIL 8/C2.0. COORDINATE EXACT LOCATION AND LENGTH WITH THE CITY OF CHANHASSEN PRIOR TO THE START OF CONSTRUCTION. 18. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. 16 INSULATE STORM SEWER PIPE PER DETAIL 9/C2.0. 19. EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION. REPLACE ANY DAMAGED OR KILLED TREES. POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, MN 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 KRAUS-ANDERSON Real Estate Development 5930 Brooklyn Boulevard BKBM Minneapolis, 84 55429-2518 _� Phone: (763) 843-0420 ENGINEERS Fax: (763) 843-0421 E -Mail: bkbm@bkbm.com p xm a<at rma..„,e aynm,, iz ma a M, " m xm"wn or.ax. -eau. iw"t Ee'YuseEBwBNW�M' M� Mtwn,nt% MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT 1. SSEN oac9ANHASSEN, MN p�C � 3 tipp8 r pEPj° ENO'tN���`y�v I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Name:-�WW e„ 0 Thomas J.'Cesare Date: 01/18/2008 Reg. No. 27031 Issues and Revisions: January 18, 2008 City Site Plan Review April 1, 2008 CD Set May 2, 2008 Addendum #1 May 20, 2008 2 Addendum #2 July 9, 2008 3 Addendum #3 July 22, 2008 a Addendum #4 GRADING, DRAINAGE, EROSION CONTROL, UTILITY, GEOMETRIC, AND PAVING PLAN BKBM Job No. 08170.00 Drawn by DGC Checked by TJC SHEET L 2' 2' 2 - 2" THICK DOW H140 STYROFOAM INSULATION IN 2 LAYERS ON 3 SIDES. TOP INSULATION TO OVERLAP PIPE 2 FEET ON EACH SIDE. 1 6„ SEWER PIPE LINE 6" INSTALL CAST IRON CLEAN OUT COVER JOSAM 58680, SMITH 4261, WADE 8300 OR APPROVED EQUAL OVER PVC CLEANOUTS. SET CASTING SO THAT NO SURFACE LOAD IS TRANSMITTED TO THE RISER PIPE. FINISH GRADE CONCRETE PAVEMENT " THICK X 6" WIDE CONCRETE COLLAR "10-1/2'± w z In g 6" PVC Riser a w � N CLEAN SAND II I IIII11! 5T I=1 I=111 Bend =111 6 I1 I==1 I —1 I II I I 1 11 I F, flow 1=1 I—I Concrete Min. 1/8 1 /3 Cu. Yd. Bend SUBGRADE SOILS PROFILE VIEW 9 PIPE INSULATION C2.0 NOT TO SCALE 6 SEWER CLEANOUT 0 C2 0 NOT TO SCALE ADVANCED DRAINAGE SYSTEMS INC. ADS 2712AG8N WITH H-20 GRATE OR APPROVED EQUAL. — REFER TO SCHEDULE FOR DRAIN BASIN NUMBERS PVC RISER PIPE 10 MANHOLEZL C2_0 NOT TO SCALE TEE SECTION 1 90' BEND 6 -INCH PVC DRAINAGE PIPE /I SEE STORM SEWER TABLE ON UTILITY PLAN FOR INVERTS AND SLOPES 7 TYPICAL AREA DRAIN C2.0 NOT TO SCALE VARIES SEE STORM TABLE In. FLARE TO MATCH OF BASE I Manhole Casting and Adjusting ETER �DA�L16 Z Ring (See Plate 2110) _ mi Provide I&I Barrier on all sanitary 1/5' May2,2008 sewer manhole(see plate 2109) _7/8"-1 7/1fi_ May 20, 2008 Manhole steps, Neenah R1981J OF, CURB July 9, 2008 • or Aluminum, 16" on center. DOME SECTION L Steps Shall be on Downstream Addendum #4 VAN Side Unless Pipe Diameter is o 0 0 0 18" or Larger c MgLFACE OF 6' 3" &�4 6' 3" 00 All joints in manhole to have "O"ring f min 000000 b rubber gaskets. Infi-shield external Ao] 1 aro'-� �� 0 0 0 0 0 0 N o0 0 seals as required by the Engineer. PLAN VIEW OF DIGONAL RAMP e/e'wW. A Maximum of 2 Short Manhole DOME SPACING 4'-0" Risers to be Used Directly CURB & GUTTER Below Cone Section 5'-4" 1 4 0 J Pipe shall be cut out flush FILTER FABRIC � o with inside face of wall. ..... ..... 3 O 5„ NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK 'o Kor-n-seal required. 0.08 FT./FT. OR FLATTERO Q w O . Precast Inverts Must be 1/2 of 1 SECTION A–A Pipe Diameter and Benches CON UCTION 00 J Sloped 2" Toward the Invert of //�! Z Minimum thickness of precast base is 3 C) 6" for 14' deep or less, and increases 0.08 FT./FT.SLOPE OF FLARED SIDE, (IF 1" in thickness for every 4' of depth EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4' greater than 14'. USE 0.10 FT./FT.— 0.08 FT./FT.SLOPE ) --� NOTE: 6' 5' 1. Kor-n-seol manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 6' 3" 4' 0"min. 6' 3" 8' 7' 3. When the manhole or catch basin structure is constructed s s outside the traveled roadway a witness post and sign (MH) ELEVATION OF RAMP shall be installed next to the manhole. 10' s' SECTION 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 CITY OF STANDARD THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. MAKBASSE1 MANHOLE DOME AREA FROM THE FRONT FACE OF REVISED: 1—O6 DATE: PLATE NO.: 2101 FILE NAME: 393 210t 11 10 MANHOLEZL C2_0 NOT TO SCALE TEE SECTION 1 90' BEND 6 -INCH PVC DRAINAGE PIPE /I SEE STORM SEWER TABLE ON UTILITY PLAN FOR INVERTS AND SLOPES 7 TYPICAL AREA DRAIN C2.0 NOT TO SCALE VARIES SEE STORM TABLE C2. In. FLARE TO MATCH OF BASE I WIDTH OF WALK A� ETER �DA�L16 Z PARKING _ mi 1/5' May2,2008 VEHICLE ID _7/8"-1 7/1fi_ May 20, 2008 BAC( OF, CURB July 9, 2008 UP FINE DOME SECTION L 00000000 4 Addendum #4 VAN ,__ 000000000 o 0 0 0 00000000 1� c MgLFACE OF 6' 3" &�4 6' 3" 00 f min 000000 b Ao] 1 aro'-� �� 0 0 0 0 0 0 N o0 0 PLAN VIEW OF DIGONAL RAMP e/e'wW. DOME SPACING CURB & GUTTER 5'-4" 1 4 0 J FILTER FABRIC � o ..... ..... 3 O NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK 0.08 FT./FT. OR FLATTERO Q w O ROCK 1 SECTION A–A MANBASSEN CON UCTION 00 J of 3 C) DATE 0.08 FT./FT.SLOPE OF FLARED SIDE, (IF FILE NAME: 393 5301 EXISTING CONDITIONS DO NOT PERMIT, MAY 5' 4' _ USE 0.10 FT./FT.— 0.08 FT./FT.SLOPE ) --� 6' 5' 6' 3" 4' 0"min. 6' 3" 8' 7' s s ELEVATION OF RAMP 10' s' 8 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 3Q 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.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT 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 LIGHT 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 C8A88ASSE8 CURB RAMP REVISED: 1-05 DATE: PLATE NO.: 5215 FILE NAME: 3935215 C2. OF CHANH 1/2 " EXPANSION JOINT W/ FULL DEPTH JOINT FILLER. 60' O.C. 3/8" WIDE x 1 3/8" DEEP TOOLED JOINT - CONCRETE SHALL BE FIBER REINFORCED WITH 1-1/2" LONG POLYPROPYLENE FIBRILLATED FIBER AS MANUFACTURED BY FORTA CORP. 4" CONCRETE WALK 6" GRANULAR BASE REFER TO SPECIFICATIONS NOTE: / //�/ / ' �— COMPACTED SUBGRADE WHERE ENTRY SLABS AND SIDEWALKS ABUT THE BUILDING, REFER TO SPECIFICATIONS EXCAVATE AND REPLACE THE ON-SITE SILTY AND CLAYEY SOILS TO A DEPTH OF AT LEAST 4 FEET BELOW THE BOTTOM OF SLAB AND REPLACE WITH NON -FROST -SUSCEPTIBLE GRANULAR SOIL, AS STATED IN GEOTECHNICAL REPORT. INSTALL DRAINTILE AS SHOWN ON C1.0. 4 CONCRETE SIDEWALK C2.0 NOT TO SCALE 12" MIN. 1 27031 I [[ & R 0 p,0 Z PARKING \G mi P Ugh May2,2008 VEHICLE ID 0 0 1"-2"WASHED ROCK May 20, 2008 REQUIRED o ; o July 9, 2008 UP FINE s° L FOR VIOLATION Addendum #4 VAN ACCESSIBLE o 0 0 0 c R OCK D.DEPTH EPTH FOOR 10"MNF WOODCHIPS 0 0 0 °°°c C,'/r- , s NU\ASN M\N\MSM 18" MINIMUM CUT OFF BERM 36 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 1 CITY OF ROCK MANBASSEN CON UCTION TR NCE REVISED: 1-116 DATE PLATE NO.: 5301 FILE NAME: 393 5301 _ --� OF CHANH 1/2 " EXPANSION JOINT W/ FULL DEPTH JOINT FILLER. 60' O.C. 3/8" WIDE x 1 3/8" DEEP TOOLED JOINT - CONCRETE SHALL BE FIBER REINFORCED WITH 1-1/2" LONG POLYPROPYLENE FIBRILLATED FIBER AS MANUFACTURED BY FORTA CORP. 4" CONCRETE WALK 6" GRANULAR BASE REFER TO SPECIFICATIONS NOTE: / //�/ / ' �— COMPACTED SUBGRADE WHERE ENTRY SLABS AND SIDEWALKS ABUT THE BUILDING, REFER TO SPECIFICATIONS EXCAVATE AND REPLACE THE ON-SITE SILTY AND CLAYEY SOILS TO A DEPTH OF AT LEAST 4 FEET BELOW THE BOTTOM OF SLAB AND REPLACE WITH NON -FROST -SUSCEPTIBLE GRANULAR SOIL, AS STATED IN GEOTECHNICAL REPORT. INSTALL DRAINTILE AS SHOWN ON C1.0. 4 CONCRETE SIDEWALK C2.0 NOT TO SCALE 3/8" STEEL PLATE AT TOP, SLOPE DOWN, WELD ALL SIDES METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 WHITE LEGEND AND BORDER ON BLUE BACKGROUND, FULLY REFLECTORIZED ATTACH 6" X12' "VAN ACCESSIBLE" SIGN TO POST IF APPLICABLE TS 4" X 4" X .375 STEEL TUBE WHERE CONCRETE OCCURS AT BASE USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK. 10:1 SLOPE GRASS SURFACE 4" LONG STUDS WELD AT QUARTER POINTS 8" ON CENTER CONCRETE BASE Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T–Posts with 3(501b) tens strength plastic zip ties per T–Post. (Machine sliced) 6maw g EROSION CONTROL FENCE – TYPE 1 T Posts 24" in ground Ties ' Min. Depth of silt fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hay or Straw Bales we woad stakes dim through bale 1.6 to 20 into the ground Bales to be recessed 6" below grade. Boles are to be tied with a non -Degradable Material. EROSION CONTROL FENCE – TYPE 2 CITY OF SILT 108A88ASSE8 FENCE REVISED: 1-04 11 DATE: PLATE NO.: 5300 FILE NAME:393 5300 SEDIMENT TRAP .AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR oEsrcav laeas — AISC MANUAL OF STEEL CONSTRUCTION, 9TH MOTION. ALLOWABLE MILE WEIGHT LOAD nyo — AWS 67RUCMRAL WELDING CODE — STEEL, D1.1-94. SAFETY FACTOR nyo — 29 CFR 1928 — OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 ifs O 3- hood MAXIMUM OVERFLOW RATE 5.94 ofw O 15" hood MODEL#CG23 NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN C8A88ASSEN SEDIMENT TRAP REVISED: 1-06 DATE: 1-04 PLATE NO.: 5302A FILE NAME: 93-5302A POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, M N 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 rvwAKRAU Iff I' Real Estate Development VASW 5930 Brooklyn Boulevard B��� Minneapolis, 84 -0 429-2518 Phone: 3)843 0421 0 ENGINEERS E -M psi) Baa-oa21 E -Mail: bkbm@bkbm.com ®mre aKar woroa«,tl uv..+ im. of BMBY w 1*` tl y F,gYsv. Yc, TIE mo «mcw xnwr nnor.man MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN CITY G DEC 0 3 2008 ENGINEERIWG DEPT. -I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of thea/w Sttaa�te���ofMinnneessota. Name: �L/"`�L� A0_,u/ Thomas 7: Date: 01/18/2008 12" MIN. 1 27031 I [[ & 1 Z PARKING City Site Plan Review mi CO Set May2,2008 VEHICLE ID #1 May 20, 2008 REQUIRED Addendum #2 July 9, 2008 UP FINE Addendum #3 L FOR VIOLATION Addendum #4 VAN ACCESSIBLE 3/8" STEEL PLATE AT TOP, SLOPE DOWN, WELD ALL SIDES METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 WHITE LEGEND AND BORDER ON BLUE BACKGROUND, FULLY REFLECTORIZED ATTACH 6" X12' "VAN ACCESSIBLE" SIGN TO POST IF APPLICABLE TS 4" X 4" X .375 STEEL TUBE WHERE CONCRETE OCCURS AT BASE USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK. 10:1 SLOPE GRASS SURFACE 4" LONG STUDS WELD AT QUARTER POINTS 8" ON CENTER CONCRETE BASE Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T–Posts with 3(501b) tens strength plastic zip ties per T–Post. (Machine sliced) 6maw g EROSION CONTROL FENCE – TYPE 1 T Posts 24" in ground Ties ' Min. Depth of silt fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hay or Straw Bales we woad stakes dim through bale 1.6 to 20 into the ground Bales to be recessed 6" below grade. Boles are to be tied with a non -Degradable Material. EROSION CONTROL FENCE – TYPE 2 CITY OF SILT 108A88ASSE8 FENCE REVISED: 1-04 11 DATE: PLATE NO.: 5300 FILE NAME:393 5300 SEDIMENT TRAP .AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR oEsrcav laeas — AISC MANUAL OF STEEL CONSTRUCTION, 9TH MOTION. ALLOWABLE MILE WEIGHT LOAD nyo — AWS 67RUCMRAL WELDING CODE — STEEL, D1.1-94. SAFETY FACTOR nyo — 29 CFR 1928 — OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 ifs O 3- hood MAXIMUM OVERFLOW RATE 5.94 ofw O 15" hood MODEL#CG23 NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN C8A88ASSEN SEDIMENT TRAP REVISED: 1-06 DATE: 1-04 PLATE NO.: 5302A FILE NAME: 93-5302A POPE ASSOCIATES INC. 1255 ENERGY PARK DRIVE ST. PAUL, M N 55108-5118 PH. (651) 642-9200 FAX (651) 642-1101 rvwAKRAU Iff I' Real Estate Development VASW 5930 Brooklyn Boulevard B��� Minneapolis, 84 -0 429-2518 Phone: 3)843 0421 0 ENGINEERS E -M psi) Baa-oa21 E -Mail: bkbm@bkbm.com ®mre aKar woroa«,tl uv..+ im. of BMBY w 1*` tl y F,gYsv. Yc, TIE mo «mcw xnwr nnor.man MARKET STREET STATION RETAIL BUILDING SHELL FOR JIMMY JOHNS TENANT CHANHASSEN, MN CITY G DEC 0 3 2008 ENGINEERIWG DEPT. -I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of thea/w Sttaa�te���ofMinnneessota. Name: �L/"`�L� A0_,u/ Thomas 7: Date: 01/18/2008 Cesare Reg. No. 27031 Issues and Revisions: January 18, 2008 City Site Plan Review April 1, 2008 CO Set May2,2008 zLAddendum #1 May 20, 2008 2 Addendum #2 July 9, 2008 3 Addendum #3 July 22, 2008 4 Addendum #4 CIVIL DETAILS BUM Job No. 08170.00 Drawn by DGC Checked by TJC SHEET C200