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CAS-40_JACOB'S TAVERN / TRUMAN HOWELL ARCHITECTSCITY OF 7700 Market Boulevard PC Boz 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax 952 227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952 227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Sue www.ci.dranhassea.mn.us September 21, 2005 Don Halla 10000 Great Plains Boulevard Chaska, MN 55318 Re: Chanhassen Short Course — File CUP 03-04 Dear Mr. Halla: You have been contacting staff via phone to get direction on how to design different elements within the "Short Course" site located at 495 Pioneer Trail. The design of the site was completed and finalized at the time of site plan and conditional use permit approval. This letter is intended to explain information needed in order for the City to issue a building permit for improvements proposed at "address of property" • A grading plan consistent with the plans approved by the City Council • A landscaping plan consistent with the plans approved by the City Council • A site plan showing the location of all proposed buildings and parking lot consistent with plans approved by the City Council • Complete building plans which include all architectural and structural details including elevations and exterior materials consistent with plans approved by the City Council • Drainage calculations • Septic System design Submit two copies of all required plans and information for review by city staff. The plans must be signed by design professionals licensed in Minnesota as required by State law. If the submitted plans are significantly different from those approved by the City Council, an amendment will be necessary which will require approval by the City Council. Sincerely, d Sharmeen A]-Jaff Steven Torell Mak Sweidan Lori Haak, Senior Planner Building Official Engineer Water Resources gAplanxsa\shw courseWalla letter 9-21-05.doc Coordinator The City of Chanhassen • A growing community with clean lakes, quality schools, a channing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. CITY OF CIIMNSEN 7100 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952 227.1170 Finance Phone: 952.227.1140 Fax952.227.1110 Park 8 Recreation Phone. 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phone: 952227.1125 Fax: 952.227.1110 Web Site www o.chanhassennn.us 0 March 16, 2006 Ms. Joan Howe-Pullis Food For The Journey 1385 Wildflower Lane Chaska, MN 55318 0 Re: Development Notification Sign Escrow Refund Jacob's Tavern - Planning Case No. 05-40 Dear Ms. Howe-Pullis, a5 -4o Enclosed please find a check in the amount of $100 which represents a refund of the development notification sign escrow for the above -referenced project. If you have any questions, feel free to contact me at 952-227-1107 or by email at kmeuwissen @ci.chanhassen.mn.us. Sincerely, Kim T. Meuwissen Planning Secretary KTM:ms Enclosure SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. I Vendor; • ' Ven Joan Howe -Pu IIis Invo or No: r'ull3oan 6764'ce Number Date Vendor Acct No: 03/15/2006 Description Sig" escrow refund Check Date: Check Amount; 03/16/2006 Invoice g100.00 �t 100.00 CM oo �F C BLVD AP SEN ARKET BLVD-, .p--.�: CHgNHASSEN.130>(147 . , MN 55317 (952)227-1140 Pay v*** One hundred dollars and Zero cents To the order or: Joan Hoke-Rdlis M&I MARSHALL & ILSLEY SANK 175 11C 128659 { Date` s� 03 16 2006 Amo s's: �s .`• $100. THE REVERSE SIOE OF THIS pGCUyENT INCLUDE S AN4N CIALWATERMARK-HOLO • • .. 4T AN gHGLE Tp VIE, ::ITY OF CHANHASSEN 7700 MARKET BLVD Z!HANHASSEN • MN 55317 Payee: Date: 11/08/2005 Time: 8:04am Receipt Number: DW / 6764 "-lerk: DANIELLE PLANNING CASE 05-40 ITEM REFERENCE AMOUNT ------------------------------------------- DEVAP PLANNING CASE 05-40 USE & VARIANCE 560.00 SIGN RENT 75.00 RECORDING FEES 50.00 --------------- Total: 785.00 Check 2545 Change: OK to return sign escrow. 785.00 --------------- 0.00 11 Please return check to Kim for mailing with letter. Thanks! 3A-0 Kate Aanenson, Community Development Director Date MY OF 7710 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952227.11 00 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax 952 227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax 952227.1310 Senior Center Phone: 952.227.1125 Fax 952.2271110 Web Site www.ci.chanhasseo.mn.us • February 1, 2006 Mr. John Pullis Food for the Journey 1385 Wildflower Lane Chaska, MN 55318 Re: Jacob's Tavern —Planning Case No. 05-40 Dear Mr. Pullis: 0 0S - This letter is to confirm that on January 23, 2006, the Chanhassen City Council approved Site Plan Planning Case #05-40, plans prepared by Schoell & Madson, Inc., dated November 10, 2005, for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park a Addition, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park 6a' Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park 6's Addition) is required as part of the site plan. 3. The developer shall install site furnishings including benches, bicycle racks, and tables. 4. All signs shall require a separate sign permit. 5. Mechanical equipment, either roof -mounted or at grade, must be screened. 6. The building must be protected with an automatic fire sprinkler system. 7. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 8. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 9. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. {CANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a chamling downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. John Pullis Jacob's Tavern February 1, 2006 Page 2 of 4 10. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park 6`s Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4`s Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park Oh Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4`s Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. 11. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 12. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 13. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all stone sewer inlets. 14. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. 15. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. 16. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. 17. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 19. A professional civil engineer registered in the State of Minnesota must sign all plans. Qm+ 20. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24- hour storm event with storm sewer drainage map prior to building permit issuance. 0 W. John Pullis Jacob's Tavern February 1, 2006 Page 3 of 4 0 21. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 22. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 23. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. 24. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. 25. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. 26. On the utility plan show all the existing utility sewer type, size, slope and class. 27. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. 28. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fine hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 29. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. 30. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. a. #1-1990 regarding fire alar systems, b. #4-1991 regarding notes to be included on all site plans, c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, f. #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems. 31. The applicant will work with staff to identify a durable material for the top of the silo which does not include canvas. Is Mr. John Pullis Jacob's Tavern February 1, 2006 Page 4 of 4 Enclosed is a site plan agreement that must be executed by the developer. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by May 23, 2006). The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Truman Howell ec: Alyson Fauske, Assistant City Engineer Steve Torell, Building Official g:\plan\2005 planning cases\05-00 jacob's tavem\appmval lettmdoc 0 CPTY OF CHANHASSEN SITE PLAN PERMIT 05-40 SPECIAL PROVISIONS 0 AGREEMENT dated January 23, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Food for the Journey (the "Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 6,808 square -foot restaurant building (referred to in this Permit as the "project'). The land is legally described as Lot 1, Block 1, Arboretum Business Park 6a' Addition. 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 dated 11/10/05, prepared by Schoell & Madson, Inc. • Plan B ---Grading, Drainage, and Utility Plan dated 11/04/05, prepared by Schoell & Madson, Inc. • Plan C—Landscaping Plan dated 11/04/05, prepared by Schoell & Madson, Inc. SCANNED • 0 4. Time of Performance. The Developer shall install all required screening and landscaping by November 1, 2006. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, or cash escrow, in the amount of $5,000.00 ($2,500 - boulevard restoration and driveway aprons and $2,500 - erosion control). 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 ensure the installation of said landscaping. 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: Food for the Journey Atm: John Pullis 1385 Wildflower Lane Chaska, MN 55318 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. Approved Site Plan #05-40 as shown on the plans dated November 10, 2005 and subject to the following conditions: 2 0 0 a. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park 6'h Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park Oh Addition) is required as part of the site plan. c. The developer shall install site furnishings including benches, bicycle racks, and tables. d. All signs shall require a separate sign permit. e. Mechanical equipment, either roof -mounted or at grade, must be screened. f. The building must be protected with an automatic fire sprinkler system. g. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. h. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. i. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. j. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park 6'h Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4'h Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park 6`" Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4`h Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: 1. Level of service " F ' at the intersection during peak AM and PM times. 2. Level of service "D" or below at the intersection during non -peak times. 3. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. k. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 1. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 0 0 in. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. n. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. o. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. p. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. q. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. r. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. s. A professional civil engineer registered in the State of Minnesota must sign all plans. t. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24-hour storm event with storm sewer drainage map prior to building permit issuance. u. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. v. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. w. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. x. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. Y. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. z. On the utility plan show all the existing utility sewer type, size, slope and class. 4 0 r aa. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. bb. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. cc. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. dd. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. 1. #1-1990 regarding fire alarm systems, 2. #4-1991 regarding notes to be included on all site plans, 3. #7-1991 regarding pre -fire drawings, 4. #29-1992 regarding premise identification, 5. #34-1993 regarding water service installation, 6. #36-1994 regarding proper water line sizing, 7. #40-1995 regarding fire protection systems. ee. The applicant will work with staff to identify a durable material for the top of the silo which does not include canvas. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. 0 0 CITY OF CHANHASSEN BY: Thomas A. Furlong, Mayor (SEAL) AND: Todd Gerhardt, City Manager DEVELOPER: BY: Its STATE OF MINNESOTA ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this—day of 2006, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2006 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 21 NOTARY PUBLIC 0 CTIY OF CHANHASSEN SITE PLAN PERMIT GENERAL CONDITIONS 0 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. 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 property 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 7 0 0 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 materials that have blown, 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 from a bank or cash escrow with the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for 0 costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. H 0 0 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 plat 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 E 0 0 grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours and maintenance of equipment 10 0 0 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 fust 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 11 0 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 neither the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 12 • Cl 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 Development Contract 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 13 NOTARY PUBLIC 0 0 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2006 Uz STATE OF MINNESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 14 NOTARY PUBLIC CITY OF CHANIMSEN 7700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax 952.227.1190 Engineering Phone: 952.227.1160 Fax 952.221.1170 Finance Phone: 952.227.1140 Fax: 952 227.1110 Park 8 Recreation Phone: 952.227 1120 Fax. 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952227.1310 Senior Center Phone: 952.227.1125 Fax: 952227.1110 Web She www.ci.chanhassen.mn.us November 8, 2005 Mr. Truman Howell Truman Howell Architects 17815 Hutchins Drive Minnetonka, MN 55345 Re: Jacob's Tavern — Planning Case No. 05-40 1111MMMi'a1� IP Staff has reviewed the submittal for the proposed development of Jacob's Tavern. Based on this review, we find that the submittal is incomplete. The following must be submitted in order for the City to adequately review the project: Site Plan sheet including: Section 20-109 Chanhassen City Code: (3) Complete site plans, signed by a registered architect, civil engineer, landscape architect or other design professional, to include the following: (4) General: a. Name of project. b. Name, address, and telephone number of applicant, engineer, and owner of record. c. Legal description (certificate of survey will be required). d. Date proposed, north arrow, engineering scale, number of sheets, name of drawer. e. Vicinity map showing relationship of the proposed development to surrounding streets, rights-of-way, easements and natural features. f. Description of intended use of the site, buildings, and structures including type of occupancy and estimated occupancy load. g. Existing zoning and land use. It. Tabulation box indicating: 1. Size of parcel in acres and square feet. 2. Gross floor area of each building. 3. Percent of site covered by building. 4. Percent of site covered by impervious surface. 5. Percent of site covered by parking area. 6. Projected number of employees. 7. Number of seats if intended use is a restaurant or place of assembly. 8. Number of parking spaces required. 9. Number of parking spaces provided including handicapped. 10. Height of all buildings and structures and number of stories. 11. Breakdown of the building area allocated for specific uses, e.g., manufacturing, office, retail, showroom, warehouse, etc. The City of Chanhassen • 4 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. Mr. Truman Howell November 8, 2005 Page 2 Building Material descriptions, including colors, and material sample board. The proposed building does not comply with the required building materials within the development. Board and Batten siding are not permitted. The design standards for Arboretum Business Park have the following requirements: e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color shall be introduced through colored block or panels and not painted cinder block. [emphasis added] 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, pre -stressed concrete panels and concrete block shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Center. Mr. Truman Howell November 8, 2005 Page 3 11 Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of-ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. Provide continuous pedestrian connections with appropriate pedestrian ramps from the trail on Century Boulevard across the site to the Hotel to the east. Buffer yard plantings are required adjacent to Century Boulevard and Highway 5. Revise the landscape plan accordingly. You may want to schedule a meeting with staff to review the proposed development. Once you have a complete set of plans, you can resubmit and we will schedule the project for review and public hearing. If you have any questions or need additional information, please contact me at (952) 227-1131 orbeenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director g:\plan\2005 planning cns X05-40jacob's tavemMncomplete letter.doc CITY OF WNSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone, 952.227.1100 Fax 952.227.1110 Building Inspections Phone: 952.227.1180 Fax 952.227.1190 Engineering Phone: 952.227,1160 Fax: 952.227.1170 Finance Phone. 952.227.1140 Fax: 952 Z27.1110 Park b Recreation Phone. 952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952227,1110 Web Site www.o.chanhassen.maus 0 0 TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: January 23, 2006 6/ SUBJ: Jacob's Tavern — Planning Case 05-40 EXECUTIVE SUMMARY The applicant is proposing a 6,808 square -foot restaurant. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING SUMMARY 6G -LIC) The Planning Commission held a public hearing on January 3, 2006, to review the proposed development. The Planning Commission voted 6 to 0 to approve the proposed project. The Planning Commission deleted condition 4 recommending a change in the roof structure. The staff report has been amended (struck -through) to show this change. Planning Commission minutes for January 3, 2006 are item la of the January 23, 2006 City Council agenda. As part of presentation to the Planning Commission, the applicant stated that the silo roof was proposed with canvas. However, staff was concerned about the durability and quality of the material in this use. After discussion with staff, the applicant has agreed to use standing seam metal roofing as the silo and cupolas roofing material. RECOMMENDATION Staff recommends adoption of the motion as specified on pages 9 through 12 in the staff report dated January 3, 2006. ATTACHMENT Planning Commission Staff Report dated January 3, 2006. g:lplanx2005 planning cases\05-00 jacob's tavemxexecutive su®ary-cim The City of Chanhassen • A growing community with clean lakes, quality schools, a champing downtown, thriving businesses, winding trails, and beautiful parks. A geal place to live, work, and play. 11 CITY OF CHANHASSEN STAFF REPORT PROPOSAL: LOCATION: APPLICANT: PC D*: January 3, 2005 CC DATE: January 23, 2005 F2 REVIEW DEADLINE: January 31, 2005 CASE #: 05-40 BY: RG, AF, LH, ML, JS, ST Request for site plan approval for a 6,808 square -foot restaurant building — JACOB'S TAVERN. 7845 Century Boulevard (southeast comer of Highway 5 and Century Boulevard) Truman Howell Architects 17815 Hutchins Drive Minnetonka, MN 55345 (952) 401-7889 Food for the Journey 1385 Wildflower Lane Chaska, MN 55318 PRESENT ZONING: Planned Unit Development (PUD) — light industrial/office park 2020 LAND USE PLAN: Office/Industrial ACREAGE: 2.03 acres (88,513 sq. ft.) DENSITY: F.A.R. 0.08 SUMMARY OF REQUEST: Request for site plan approval for a 6,808 restaurant. 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 these standards, the City must then approve the site plan. This is a quasi-judicial decision. Location Map Jacob's Tavern Planning Case No. 05-40 7845 Century Boulevard City of Chanhassen by 0 3' m q a VV 787-H State Hwy 5 Arboretum Boulevard m D Y U Cc orate Place Subject Property GoU\t Coulter Boulevard er ower ace \,a m Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 2 PROPOSAL/SUMMARY The applicant is proposing a 6,808 square -foot restaurant next to the Holiday Inn Express in the Arboretum Business Park development. The building architecture includes a rural vernacular incorporating a steel girder, open silo and a steeply pitched (17 -feet vertical to 12 -feet horizontal), 29 -foot high, asphalt shingled roof with three shed dormer -type windows projected from the roof and wire cupolas on the to . thfoUghoot tho ..t f: t6. The height of the roof is 37 feet. However, the building height is calculated as 29 feet since, by code, only half of the roof height is included in the building height calculation. The silo and cupolas have blue metal roofs. The roof over the veranda is red corrugated metal. The primary building material is board and batten siding made of cement material. A field stone finish is proposed at the base on the west and south sides of the building. East of the site is Holiday Inn Express. To the south of the site is a wetland complex which is part of Chanhassen Nature Preserve, an approximately 100 -acre open space and trail system. To the west of the site are Century Boulevard and U.S. Bank, KinderCare Learning Center and the Helsene Building. North of the site is Highway 5 and Arboretum Shopping Center (Century Plaza). Access to the site is via Century Boulevard. Water and sewer services have been stubbed to the property as part of the Arboretum Business Park development. The site has been previously rough graded to facilitate development. A berm is located to the north, within the right-of-way of Highway 5. The full access driveway onto Century Boulevard was allowed as part of the Arboretum Business Park 0 and 6`s Additions. However, such approval was conditional and should the driveway cease to operate in a safe manner in the opinion of the abutting property owners or if it fails specific capacity criteria, then the median opening may be closed or restricted. The Lifetime Fitness building, located southwest of this site, is two stories with a height to the top of the parapet of 38 feet 8 inches. This height does not include the glass pyramidal roof structure which is considered an architectural tower. The two, three-story office buildings proposed to the north of the Lifetime Fitness building are 40 feet in height. The Holiday Inn Express building is three stories and 42 feet to the top of the roof. It was anticipated that structures along Highway 5 would be larger buildings than within the interior of the project with specifications that those at the comer of Highways 5 and 41 be multi -storied. Staff is recommending approval of the site plan subject to the conditions of the staff report. BACKGROUND On October 13, 2003, the Chanhassen City Council approved PUD #92-6 granting final plat approval for Arboretum Business Park 6's Addition creating two lots. On September 22, 2003, the Chanhassen City Council approved the following: Planning Commission • • Jacob's Tavem — Planning Case 05-40 January 3, 2006 Page 3 • The preliminary plat for Arboretum Business Park 6'" Addition. Site Plan #2003-8, with a 15 percent variance from the 50 percent fenestration requirement to permit 35 percent fenestration on the northern building elevation on Lot 2, Block 1, Arboretum Business Park 6ih Addition, for Holiday Inn Express. A sign variance to permit signage on the western building elevation of the Holiday Inn Express On April 14, 2003, the Chanhassen City Council approved an ordinance amending the Planned Unit Development for Arboretum Business Park adding Personal Services as a permitted commercial use and as the Third Amendment to the Arboretum Business Park Development Contract/PUD Agreement. On December 10, 2001, the City approved an amendment to the Planned Unit Development (PUD #92-6) Development Contract/PUD Agreement for Arboretum Business Park incorporating printing as a light industrial use; permitting indoor recreation/health clubs and recording studios in the existing office -industrial buildings in the project; and prohibiting vocational schools, public buildings (except in Outlots A and B), screened outdoor storage, and food processing. On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (NP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the Bluff Creek Overlay District. The IUP and CUP included this property. On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate the summary of issues and mitigation plan contained in the staff report, that the revisions to the Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that the revised AUAR be adopted by the City. On May 27, 1997, the City Council approved the following: • Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned Unit Development, PUD. • Approved the preliminary PUD #92-6 for an office/industrial business park and preliminary plat approval for 12 lots, two outlots and associated right-of-way subject to the plans dated April 4, 1997, revised May 23, 1997, with conditions. Planning Commission 0 Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 4 • The City Council approved a Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. • The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit Development site subject to conditions. APPLICABLE REGULATIONS • Arboretum Business Park Development Standards • Site Plan Review, Chapter 20, Article II, Division 6 • Design Standards for Commercial, Industrial and Office -Institutional Development, Chapter 20, Article XXIII, Division 7 GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement The primary building entry faces Century Boulevard. The building entry is highly defined with a gabled roof projected out from the veranda and a projected vestibule entered through multi -pane windowed double doors. The veranda surrounding the western and southern faces of the building provides a comfortable seating area and adds to the articulation of the building. The use of columns and the wooden railings with the stone veneer behind add visual interest to the building. In order to break up the roof expanse, the developer has incorporated wire cupolas at the peak of the roof. In addition, a set of three windows are proposed to add light to the building. as Providing additienal Based on staff's concerns regarding the size of the roof, the applicant has prepared a massing schematic to show how the building relates to the Holiday Inn building to the east. As can be seen by the plans, the building's mass is complementary to the hotel. An indoor/outdoor fireplace is proposed in the northwest corner of the building. In addition, an outdoor fire pit and patio is provided in the northwest comer of the building. Material and Detail Building material consists of hardiplank cement board and batten siding with a concrete cap, wood columns, stone veneer, metal roofing on the veranda, cupolas and silo and asphalt shingles for the main roof. Planning Commission 0 • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 5 Color The main building color is light yellow, with accents of light blue and red. The main roof is a weathered wood blend (black with flecks of browns and grays). The veranda's metal roof is red. A faux field stone of split face willow blend (brown) is proposed on the western elevation below the windows. Height and Roof Design The building height is one story and 29 feet. Height is limited to 3 stories or 40 feet in the PUD District. Pitched roofs shall have a minimum roof pitch of 1 foot of rise to every 4 feet of run. The main roof has a pitch of 17 feet of rise to 12 feet of run. The building has multiple pitched roof elements. Mechanical equipment must be screened. No wooded fences are permitted on the roof. The applicant has shown a mechanical room within the roof structure to accommodate screening of rooftop equipment. Facade Transparency Due to the use of a wraparound veranda, almost 100 percent of the western building elevation has visual transparency as viewed by the public. All other areas include landscaping material and architectural detailing and articulation. Site Furnishing Staff assumes that the developer is proposing seating on the veranda of the building. Benches are appropriate along the south side of the building to enjoy the views over the city park. Additional benches or tables would be appropriate within the fire pit area at the northwest corner of the building. The developer shall install site furnishing including benches, bicycle racks, and tables. Loading Areas, Refuse Area, etc. Screening of service yards, refuse and waste removal, other unsightly areas and truck parking/loading areas is provided within an enclosure in the southeast comer of the building. Landscaping Minimum requirements for landscaping on Lot 1 of the Holiday Inn Express development include 2,876 square feet of landscaped area around the parking lot, 12 trees for the parking lot, Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 6 and bufferyard plantings along the north and west property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant meets minimum requirements for all required plantings. The area to the south of the parking lot adjoins park property that is undeveloped. Staff recommends that the applicant seed the south slope with a native grass mix and eliminate the sod as proposed. Lot Frontage and Parking location The property fronts on both Highway 5 and Century Boulevard. Parking for the project is distributed around the building. COMPLIANCE TABLE Required Proposed Vehicular use landscape area 2,876 sq. ft. 38,166 sq. ft. Trees/vehicular use area: N - WE - 0' N - 134'E - 13' Overstory trees 12 canopy trees 12 canopy trees, 10 understory Islands/peninsulas 6 islands/peninsulas 6 islands/ eninsulas Highway. 5 2 canopy trees 3 canopy bufferyard B —170' 3 understory trees 3 understory 30' width 3 shrubs 9 shrubs Century Blvd. 3 canopy trees 4 canopy trees Bufferyard B —150' 5 understory trees 5 understory trees 20' width 8 shrubs 10 shrubs The applicant meets minimum requirements for all required plantings. The area to the south of the parking lot adjoins park property that is undeveloped. Staff recommends that the applicant seed the south slope with a native grass mix and eliminate the sod as proposed. Lot Frontage and Parking location The property fronts on both Highway 5 and Century Boulevard. Parking for the project is distributed around the building. COMPLIANCE TABLE PUD Standards Jacob's Tavern Building Height 3 stories, 40 feet 1 story, 29 feet Building Setback N - WE - 0' N - 134'E - 13' W -50'S-0' W -86'S-150' Parking stalls 113 stalls 104 stalls # Parking Setback N - WE - 0' N - 50'E - 74' W -0'S-0' W- O'S -73' Hard surface 70%* 57% coverage Lot Area 1 acre 2.03 acres Planning Commission 0 Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 7 * The development may average 70% impervious surface over the entire project. Individual lots may exceed the 70% coverage. # A parking easement to use nine stalls on the Holiday Inn Express site will be required as part of the site plan. No public streets are proposed as part of this project. The applicant is proposing full access to the site from the shared private street with Holiday Inn off Century Boulevard. Since the private street serves multiple lots, cross -access easements will need to be obtained and recorded against the lots. An internal sidewalk system shall be developed to bring pedestrians from the public trails on the west and south sides into and across the site. Pedestrian ramps shall be provided where the sidewalk ends at a curb. The full access driveway onto Century Boulevard was allowed as part of the Arboretum Business Park Oh Addition. However, such approval was conditional and should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park a Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4's Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park 6`s Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4`" Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. GRADINGIDRAINAGE The site was previously rough graded in 2004 under the Holiday Inn Express project. The applicant is now proposing to fine grade the site west of the Holiday Inn building to an approximate elevation of 971.00 for the proposed building pad and parking on Lot 1. At this elevation, stormwater from the building and parking lot will drain toward the proposed and existing catch basins and be conveyed via storm sewer to the existing Century Boulevard storm sewer. Storm sewer design data for a 10 -year, 24-hour storm event will need to be submitted for staff review prior to building permit issuance. The plans show a two -foot high retaining wall along the north side of the north parking lot. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. Planning Commission 0 • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 8 Storm Water Management Storm water calculations must be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. Erosion and Sediment Control Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. The detail showing the catch basin filter barrier is an adequate control; however, it may not be the most appropriate best management practice given the locations of catch basins 3 and 4. Wimco-type inlet controls may be a better inlet control option. Additional existing catch basins immediately adjacent to the project must be protected as well. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs may be needed until the installation of the pipes and inlets are complete. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. UTILITIES Municipal sewer and water service is available to the site from stubs on the south and northeast side of the lot. The watermain and municipal sewer lines will be considered private utility lines since they will serve only one lot. The underlying property has been previously assessed for sewer and water improvements and those assessments have been paid. According to the City's Finance Department records, there is no remaining assessment on the parcel. However, the sanitary sewer and water hookup charges will still be applicable for the parcel. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 9 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPGA, Department of Health, Watershed District, MnDOT, etc. LIGHTING/SIGNAGE Site lighting for the interior of the business center should be consistent throughout the development. A decorative, shoe box fixture (high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be used throughout the development area for area lighting. All fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet. The applicant is proposing 28 -foot tall fixtures. Additionally, the applicant is proposing decorative, pedestrian scale, 15 -foot tall lighting fixtures along the sidewalk around the building. All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. The applicant is proposing wall signs on the northern and western building elevations. Signage is permitted in these locations. However, the applicant has not provided sufficient information to determine if the signs comply with code. Separate sign permits must be applied for prior to the installation of the wall signs. Each property shall be allowed one monument sign per street frontage. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. It appears that there are two monument signs located within the right-of-way for Century Boulevard. Monument signs must be located on the lot for which the sign is intended, outside of any drainage and utility easement and a minimum of 10 feet from the property line (note that the monument sign shown on the site plan is located within the public right-of-way and may not be located there). All signs shall require a separate sign permit. RECOMMENDATION Staff and the Planning Commission recommends that the il'..nnin` Carr_., _ City Council adopt the following motion: "rhe Chanhassen City Council approves Pimning rmommo Site Plan Planning Case #05-40, plans prepared by Schoell & Madsen, Inc., dated November 10, 2005, for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park Oh Addition, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park 6d' Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park 6`" Addition) is required as part of the site plan. Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 10 3. The developer shall install site furnishings including benches, bicycle racks, and tables. 5. All signs shall require a separate sign permit. 6. Mechanical equipment, either roof -mounted or at grade, must be screened. 7. The building must be protected with an automatic fire sprinkler system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 10. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. 11. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park Oh Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 0 Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park 6"' Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4th Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. 12. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 13. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 14. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. 15. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 11 16. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. 17. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. 18. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. 19. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 20. A professional civil engineer registered in the State of Minnesota must sign all plans. 21. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24- hour storm event with storm sewer drainage map prior to building permit issuance. 22. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 23. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 24. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. 25. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. 26. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. 27. On the utility plan show all the existing utility sewer type, size, slope and class. 28. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. 29. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. Planning Commission • • Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 12 30. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. 31. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. a. #1-1990 regarding fire alarm systems, b. #4-1991 regarding notes to be included on all site plans, c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, f. #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Preliminary Site Plan. 4. Reduced Copy Preliminary Grading Plan. 5. Reduced Copy Preliminary Utility Plan. 6. Reduced Copy Preliminary Landscape Plan. 7. Reduced Copy Preliminary Lighting Plan. 8. Reduced Copy First Floor Plan. 9. Reduced Copy Exterior Elevations. 10. Reduced Copy Building Sections. 11. Reduced Copy Roof Plan. 12. Jacob's Tavern Massing Study from West. 13. Jacob's Tavern Massing Study from South. 14. Letter from Aaron Mlynek (SWCD) to Robert Generous dated December 13, 2005. 15. Memo from Mark Littfin to Robert Generous dated December 22, 2005. 16. Arboretum Business Park — Development Design Standards. 17. Public Hearing Notice Affidavit of Mailing. &Nplan\2005 planning casm\05-00jacob's tavem\staff reportjacob's tavem.doc 0 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Truman Howell Architects and Associates, Inc. for Site Plan Review for a 6,808 square foot restaurant building on 2.03 acres of land — Planning Case No. 05-40. On January 3, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Truman Howell Architects and Associates, Inc. for a site plan review for the property located at 7845 Century Boulevard for Jacob's Tavem. 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 Planned Unit Development (PUD) light industrial/office park. 2. The property is guided by the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 61s Addition. 4. In evaluating a site and building plan, the Planning Commission and City Council shall consider its compliance with the following: (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; (b) The proposed development 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; (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; 0 0 (e) The proposed development is creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (f) The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #05-40 dated January 3, 2005, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the site plan review. ADOPTED by the Chanhassen Planning Commission this 3rd day of January, 2005. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 2 0 0 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Nonconforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review _ Site Plan Review* 66(c0'2�) Subdivision* Planning Case No. J,�-i —go CITY OF CHANHASSEN RECEIVED otC 0 2 2005 IANHASSEN PLFNNING DEPT Owner Name and Address: FMP "2 --ma 70tJl�l�lfhf Cd-A� MtS X31 Q7 Contact: N)pf}fj n4l nu -j'::2 Phone�-9t3-b2b3 Fax: Email: Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment _ Notification Sign** - $75 + $100 Damage Deposit 115 °- x Escrow for Filing Fees/Attorney Cost*** $50 CUP/SPRfVAC/VAR/WAP/Metes & Bounds - $450 Minor SUB cUOILWL l 038--4 TOTAL FEE$225�0 CAtftp$YC" An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. ` Twenty-six (26) full-size folded copies of the plans must be submitted, incbding an 8'1W X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED 0 PROJECT NAME: 4 f LOCATION: CAN,SAA�-� ,-Hk{ LEGAL DESCRIPTION: 1 , ibL 1, AF=f5oms-ruH TOTAL ACREAGE: 2 WETLANDS PRESENT: YES_ NO PRESENTZONING: !fir^ -D REQUESTED ZONING: PRESENT LAND USE DESIGNATION: A( AkK5r REQUESTED LAND USE DESIGNATION:rtQS()�If�f`rj� REASON FOR REQUEST: CajL5 (,T MMM 6r This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Tide, 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 onzation to proceed with the study. The documents and information I have submitted are true and correct to the best of of Fee Owner G:\planVorms\Development Review Application. 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December 13, 2005 Robert Generous, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Jacob's Tavern Mr. Generous: The SWCD has taken the opportunity to review the Jacob's Tavern plan. The plan reviewed is dated 11/09/05 with a City stamp of December 02, 2005. Please review and consider the following comments and suggestions regarding erosion and sediment controls and NPDES compliance. Erosion Control - A temporary cover of mulch and temporary seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 day time period. Sediment Control - The detail showing the CB filter barrier is an adequate control; however it may not be the best BMP given the locations of the CB's #3 and #4. Wimco-type inlet controls may be a better inlet control option. Additional existing CB's immediately adjacent to the project must be protected as well. - During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs may be needed until the installation of the pipes and inlets are complete. - Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. SWPPP - A NPDES permit is required for the development and be applied for and received from the MPCA by the Owner and operator of the site. - A completed SWPPP meeting NPDES conditions is needed for the development prior to application of the NPDES permit. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Aaron Mlynek, CPESC Urban Conservation Technician c. Lori Haak, City of Chanhassen (email) AN EQUAL OPPORTUNITY EMPLOYER 0 I have reviewed the site plan request for the above project. In order to comply with the • 0 CITY OF city ordinance/policy requirements. The site plan is based on the available information CD1111NJE11 MEMORANDUM 7700 Market Boulevard PC Box 147 TO: Robert Generous, Senior Planner Chanhassen, MN 55317 Phone: 952.227.1400 trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Fax: 952.227,1404 FROM: Mark Littfin, Fire Marshal Administration Natural Resources Phone: 952.227.1100 2. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Fax: 952.227.1110 Fax 952.227.1110 DATE: December 22, 2005 Building Inspections SUBJ: Jacob's Tavem. Request for site plan approval for a 6,808 Phone. 952.227,1180 Fax: 952227.1190 square foot restaurant building on 2.2 acres located at the Senior Center southeast comer of Highway 5 and Century Boulevard. Engineering b. #4-1991 regarding notes to be included on all site plans, Phare: 952.227.1180 Fax: 952.227.1110 c. #7-1991 regarding pre -fire drawings, Planning Case: 05-40 Finance I have reviewed the site plan request for the above project. In order to comply with the P:952.27,111011400 Fax: Fax:952.227.1 Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or city ordinance/policy requirements. The site plan is based on the available information Park s Recreation submitted at this time. If additional plans or changes are submitted, the appropriate PFax:952.2.27.11120 Fax: 952.227.11 10 code or policy items will be addressed. Recreation center 2310 Coulter Boulevard 1. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, Phone: 952.227.1400 trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Fax: 952.227,1404 This is to ensure that fire hydrants can be quickly located and safely operated by Planning a firefighters. Pursuant to Chanhassen City Ordinance #9-1. Natural Resources Phone: 952.227.1130 2. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Fax: 952.227.1110 Chanhassen Fire Marshal for exact location of yellow curbing and location of Public worts signs to be installed. 1591 Park Road Phone: 952.227.13M Fax: 952.227.1310 3. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. Copies enclosed. Senior Center Phone: 952.227.1125a. Fax: 952.227.1110 #1-1990 regarding fire alarm systems, b. #4-1991 regarding notes to be included on all site plans, Web site c. #7-1991 regarding pre -fire drawings, www.d.chanhassen.mn.us d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, f. #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems. gAsafetyMlpIrev05-40 The City of Charshassen • 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. 11 0 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. P.O. BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY FIRE SPRINKLER SYSTEMS 1. Extinguishing systems for kitchen hoods, spray booths and similar locations require a separate permit. 2. A minimum of two sets of plans is required. Send, or drop off plans and specifications and calculations to: Fire Inspections Attn: Mark Littfin, Fire Marshal City of Chanhassen 7700 Market Boulevard P O Box 147 Chanhassen, MN 55317 3. Post indicators are required and must have tamper protection. 4. All control valves must be provided with tamper protection. 5. All system tests must be witnessed by the Chanhassen Fire Marshal. Appointments can be made by calling the Fire Marshal at (952)-227-1150 between 8:00 AM and 4:00 PM, Monday through Friday. Please try to arrange tests at least 24 hours in advance. 6. Main drains and inspector test connections must be piped to the outside atmosphere. 7. Water may not be introduced into sprinkler piping from the City main until the Fire Marshal witnesses a flush test per NFPA 2002 10.10.2.1. 8. The City of Chanhassen has adopted Chapter 1306 including item EI of the Minnesota State Building Code. 9. The entire sprinkler system must be designed and installed per current applicable standards, i.e. 13, 131), 13R and current Minnesota State Building Code, Chapter 9. Fire Sprinkler Systems 40-1995 Page 1 of 3 0 • 10. All equipment installed in a fire protection system shall be UL listed or factory mutual approved for fire protection service. 11. Fire protection systems that are hydraulically calculated shall have a 5 psi safety factor at maximum system flow. 12. Include spec sheets for fire sprinkler heads -dry pipe/pre-action valving. 13. The definition of inspection is contained in MN Rule 7512.0100 Subpart 10, and states that inspection means: • Conducting a final acceptance test. • Trip test of dry pipe, deluge or pre -action valves. • A test that an authority having jurisdiction requires to be conducted under the supervision of a contractor. Only licensed fire protection contractors are permitted to conduct these tests. • All other inspections including the inspector's test, main drain and other valves are permitted under MN Rule 7512.0400 Subpart -2G, as maintenance activities and do not require a license as a fire protection contractor. • Rough -in inspection required if piping or hangers will be concealed. • 2 hour 200# wet pressure test including the fire department connection. • 24 hour air pressure test (for dry systems only) • System must be 100% tested prior to calling for inspection. • 2 hour 200 # wet pressure test of dry pipe systems. 14. A UL 72 certificate is required for sprinkler monitoring. 15. A zone map will be required for all multi -riser systems. The map must be permanently mounted adjacent to the sprinkler riser. 16. On Spec Warehouse projects: • Ordinary group 2 designs will be accepted for the shell building. • Upon tenant finish, a review for storage height and commodity class will need to be reviewed for proper sprinkler protection. 17. Back flow prevention devices must be one of the following per Minnesota State Plumbing Code Sec. 4715.2110: RPZ (reduced pressure zone) DCVA (double check valve assembly) 18. Sprinkler contractor is responsible for choosing the appropriate density and for the accuracy of hydraulic calculations. Fire Sprinkler Systems 40-1995 Page 2 of 3 19. Sprinkler systems with specialized design criteria (i.e. high pile storage, flammable liquids) must include a code analysis of the proposed design including specific code references. 20. Exterior combustible decks on R-1 apartment buildings shall have sprinkler protection above. 21. Dry valve trip test -water to flow from inspector's test within 60 seconds on systems containing more than 750 gallons. Accelerators and/or exhausters will be required if the 60 second requirement is not met. Revisions 6/10/02 3/22/05 Fire Sprinkler Systems 40-1995 Page 3 of 3 0 0 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227-1150 FAX: (952) 227-1190 MAXIMUM ALLOWED SIZE OF DOMESTIC WATER SERVICE ON A COMBINATION DOMESTIC/FIRE SPRINKLER SUPPLY LINE 1. Domestic water line shall not be greater than ''/< pipe size of the combination service water supply line. 2. 11/2" domestic off 6" line. 3. 2" domestic off 8" line. 4. 2 V2 domestic off 10" line. Option 1: Domestic sizes may be increased if it can be calculated hydraulically that the demand by all domestic fixtures will not drop the fire sprinkler water below its minimum gallonage required Option 2: Combination domestic and fire line service shall have an electric solenoid valve installed on the domestic side of the service. This valve shall be nominally powered open and close on loss of electric power or signal from the system water flow indicator. Must be approved by the Chanhassen Fire Marshal and Chanhassen Mechanical Inspector. Revisions 6/10/02 3/22/05 Combination Water Service Lines 36-1994 Page 1 of 1 General CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY PREMISES IDENTIFICATION Numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. Size and location of numbers shall be approved by one of the following — Fire Marshal, Fire Inspector, Building Official, Building Inspector. Requirements are for new construction and existing buildings where no address numbers are posted. Other Requirements - General 1. Numbers shall be a contrasting color from the background. 2. Numbers shall not be in script. 3. If a structure is not visible from the street, additional numbers are required at the driveway entrance. Size and location must be approved. 4. Numbers on mail box at driveway entrance may be a minimum of 4". However, requirement #3 must still be met. 5. Administrative authority may require additional numbers if deemed necessary. Residential Requirements (2 or less dwelling unit) 1. Minimum height shall be 5 inches. 2. Building permits will not be finaled unless numbers are posted and approved by the Building Department. Premises Identification 29-1991 Pagel of 2 Commercial Requirements 1. Minimum height shall be 12". 2. Multi -Tenant Buildings a. Building address range, minimum height of 12 inches. b. Address numbers required on all tenant doors. Minimum height of 6 inches. 3. If address numbers are located on a directory entry sign, additional numbers will be required on the buildings main entrance. a. Signage on overhead/ delivery doors will also be required. Revisions 6/10/02 3/22/05 Premises Identification 29-1991 Page 2 of 2 0 • CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIRE DEPARTMENT POLICY REGARDING PRE -PLAN Prior to issuing the Certificate of Occupancy, a pre -plan, site plan shall be submitted to the Fire Department for approval. The following items shall be shown on the plan. 1) Building footprint and building dimensions 2) Fire lanes and width of fire lanes 3) Water mains and their sizes, indicate looped or dead end 4) Fire hydrant locations 5) P.I.V. - Fire Department connection 6) Gas meter (shut-off), NSP (shut off) 7) Lock box location(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls l 1) Exterior doors (garage doors also) 12) Location of fire alarm panel 13) Sprinkler riser location 14) Exterior L.P. storage, if applicable 15) Haz. Mat. storage, if applicable 16) Underground storage tanks locations, if applicable 17) Type of construction walls/roof 18) Standpipes 19) Fire Department make up exhaust controls for parking garages 20) Smoke evacuation system controls 21) Elevator shafts 22) Special Fire Suppression System Room 23) Interior Roof Access 24) Attic Access Hatch 25) Outside emergency generators SIZE: 11x17, 81/2 x11 or larger plans will be accepted. A digital version in group 4 TIFF format may be required to be submitted with the paper version of the plan. PLEASE NOTE. Plans with topographical information, contour lines, easement lines, property lines, setbacks, right-of-way lines, headings, and other related lines or markings, are not acceptable, and will be rejected Revisions 6/10/02, 3/22/05 Pre -Plans 07-1991 Page 1 of 1 0 • CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 CHANHASSEN FIItE DEPARTMENT NOTES TO BE INCLUDED ON ALL SITE PLANS Fire Marshal must witness the flushing of underground sprinkler service line, per NFPA 13 2002 10.10.2.1 2. A final inspection by the Fire Marshal before a Certificate of Occupancy is issued. 3. Fire Department access roads shall be provided on site during all phases of construction. The construction of these temporary roads will conform with the Chanhassen Fire Department requirements for temporary access roads at construction sites. Details are available. 4. Onsite fire hydrants shall be provided and in operating condition during all phases of construction. 5. The use of li uq efied petroleum gas shall be in conformance with NFPA Standard 58 and the Minnesota Uniform Fire Code. A list of these requirements is available. (See policy #33-1993) 6. All fire detection and fire su pression systems shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued. An 11" x 14" As Built shall be provided to the Fire Department. The As Built shall be reproducible and acceptable to the Fire Marshal. (See policy #07-1991). 8. An approved lock box shall be provided on the building for fire department use. The lock box should be located by the Fire Department connection or as located by the Fire Marshal. 9. Hi - iled combustible storage shall comply with the requirements of Article #23 of the Minnesota International Fire Code. High -piled combustible storage is combustible materials on closely packed piles more than 15' in height or combustible materials on pallets or in racks more than 12' in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc. the critical pile height may be as low as 6 feet. 10. Fire lane signage shall be provided as required by the Fire Marshal. (See policy #06-1991). 11. Maximum allowed size of domestic water service on a combination domestic/fire sprinkler supply line policy must be followed (See policy #36-1994). Revisions, 5/15/03, 3/22/05 Notes For Site Plan 04-1991 Page 1 of 1 • 0 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 FIRE ALARM SYSTEMS #01-1990 Fire alarm system shall meet the requirements of 20001FC and the current standard of NFPA 72. 2. Two (2) sets of plans shall be submitted to the Fire Department for approval. Plans shall include: a. Connection diagrams. b. Specification data sheets. C. Schedules, for each device, including: location, function, and zoning. d. Complete diagrams indicating: devices, components, interconnecting wiring, indicate labeling and descriptions on equipment. e. Floor plans indicating device and component locations, conduit, raceway and cable routes. f. Power connections, including source and branch circuit data g. Plan layout and details of: fire alarm control panel, fire alarm subpanelshransponders, annunciator. 3. Wiring may be either a Class A or Class B Wiring System (Exception: When a fire alarm system is used to actuate an extinguishing system that protects a special hazard with high value, Class A circuitry will be required. 4. All components of the system must be U.L. listed for their application, compatible and installed per current applicable NFPA 72, (99) National Electric Code and manufacturer's requirements. 5. Alarm verification is required for all systems using smoke detectors. 6. When Central Station notification is required or otherwise provided, it must be through a U.L. listed communicator, or NFPA Listed Control Panel. All Central Stations must be U.L. listed. 7. Alarm hom must meet audibility requirement of NFPA 72, which would normally require an alarm hom in each unit. 8. The system shall be zoned per Chanhassen Fire Department requirements. 9. A U.L. 72 Certificate is required on the system. The U.L. 72 Certificate shall be current and required for the life of the alarm system and the life of the building. A copy of the U.L. 72 application OR certificate must be provided prior to the final of the building. 10. A fully -function annunciator must be provided per Fire Marshal approved location if the control panel is remotely located. 11. All systems using standard horns or speakers must be set for temporal time. Fire Alarm Policy 01-1990 Page 1 of 2 0 12. The Chanhassen Fire Marshal must be contacted for final inspection of the completed job. The inspection will include the following. Approved and acceptance must comply with NFPA 72. a. Test for proper operation of each device. b. Random testing for system trouble. C. Random testing for ground fault trouble. d. Correct operation on battery or standby power. 13. Remote alar indicating devices are required at locations when duct detectors are not visible from floor. 14. All pull stations will need approved covers to prevent accidental activation. 15. A permit application signed by the low voltage contractor or electrical engineer. 16. Water flow alarm must be monitored as a distinct signal. 17. Low air pressure on sprinkler systems containing air pressure shall be monitored. 18. Devices designed to initiate a specific function or action i.e. duct smoke detection, elevator recall, and door hold open detectors shall be monitored only for supervision. 19. Power supply for alarm systems must be on a dedicated circuit. Breakers for all alarm system components, including exterior sprinkler alamrs must have approved locking devices to prevent the accidental disconnecting of power. 20. Monitoring systems must comply with NFPA 72 including panel requirement for audible trouble signals and must have two means of signal transmission. 21. A zone map is required on all multiple sprinkler riser or zoned systems. The map must be permanently mounted adjacent to sprinkler riser, alar panel and annunciator panel. 22. Completion of NFPA 72, installation/testing forms. Revisions 5/15/03 3/22/05 Fire Alarm Policy 01-1990 Page 2 of 2 0 DATE: PROJECT: ADDRESS: OCCUPANCY TYPE: OCCUPANCY: CONTACT NAME: ADDRESS: PHONE: E-MAIL: 0 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952) 227- 1150 FAX: (952) 227-1190 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page I of 3 0 FIRE DEPARTMENT POLICY NEW/EXISTING CONSTRUCTION/REMODEL AND PLAN SUBMITTAL CRITERIA FOR COMMERCIAL BUILDING 1. Submittals for building permits must include detailed information relating to the proposed use and occupancy classification of the building. 2. Complete and submit a Hazardous Materials Inventory Statement documenting the quantities and classifications of hazardous materials to be used or stored inside or outside of the facility. Hazardous materials must be classified according to the Minnesota Fire Code. Yes _ No _ N/A 3. Provide a storage arrangement plan describing materials to be stored, the quantities and heights of storage. Storage of combustible materials exceeding 12' in height and storage of high hazard commodities exceeding 6' in height must meet the requirements of the Minnesota Fire Code. A completed high -piled storage worksheet is required Yes No _ N/A 4. Provide a list of special operations such as welding, cutting and other hot -work, battery charging stations, application of combustible or flammable finishes, dip -tank operations, laser use, medical gas use and storage, etc. Yes _ No N/A 5. Provide floor plans indicating locations and specifications of equipment such as spray booths, industrial ovens, commercial cooking equipment, exhaust hoods, dust collectors, parts cleaning equipment, forklift and industrial battery charging stations, etc. Yes _ No N/A _ 6. Provide floor plans showing locations of roof and attic access, electrical and mechanical rooms, sprinkler riser rooms, fire alarm control panels, annunciator panels and portable fire extinguishers. Yes No N/A 7. Provide signage for doors opening to rooms containing roof and attic access, electrical and mechanical equipment, sprinkler control assemblies, fire alarm control panels and annunciator panels shall be clearly labeled. This may require interior and/or exterior doors to be labeled. Yes _ No _ N/A 8. Install a Knox or Dama brand fire department key box on the building in an approved location no higher than 6 feet above grade. For single tenant buildings, the box should be mounted near the main entrance. For multi -tenant buildings, the box should be mounted near the fire department connection. Contact Fire Marshal for exact location. Yes No N/A 9. Post approved signage for fire lanes as required by fire inspection staff. Yes _ No _ N/A 10. Comply with Chanhassen Fire Department/Fire Prevention Policy 29-1991 regarding Premise Identification. Yes No N/A 11. Provide fiuniture flammability and smoke development information for Group A and I occupancies. Yes No N/A 12. A separate permit is required for all above ground or below ground tanks. Submit manufacturer's information and detailed plans. All equipment must be UL listed Yes No _ N/A New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 2 of 3 0 • 13. Provide fire extinguishers as required by the Minnesota Fire Code. Multi-purpose extinguishers require a minimum rating of 4A6013C and must be spaced with maximum travel distance of 75 feet from any point to a fire extinguisher. K -class portable fire extinguishers are required in commercial kitchens. D -class portable fire extinguishers shall be installed in machine shops. Yes _ No _ N/A 14. Provide fire sprinkler plans and hydraulic calculations. A separate Fire Department permit is required. See the Automatic Fire Sprinkler Handout for additional requirements. Yes No _ N/A 15. Provide fire alarm plans and specifications. A separate Fire Department permit is required. All equipment must be UL listed. Systems must be NFPA 72 compliant and have two means of signal transmission. See the fire alarm system handout for additional requirements. Yes _ No _ N/A 16. Fire alarm system must be centrally monitored, and the monitoring company must be able to differentiate between a sprinkler waterflow alarm and other fire alarms, such as manual pull stations and smoke detectors. Yes No _ N/A 17. Fire alarm control panels shall be protected with a smoke detector near the panel. Yes No N/A 18. Upon installation, all fire protection systems shall be pre -tested before calling for an inspection. If during the inspection any fire protection equipment fails to function properly, the inspection will need to be rescheduled and a re -inspection fee may be charged. Yes _ No _ N/A 19. See attached requirements or additional items listed below: 20. The following contact information must be provided with all plans: Contractor Phone Building Owner Phone Business Owner Phone Architect Phone Fire Protection Engineer Phone 4/01/2005 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 3 of 3 0 EXMIT C ARBORETUM BUSINESS PARK DEVELOPMENT DESIGN STANDARDS Development Standards a. Intent 0 Adopted 7/28/98 Amended 7/26/99 Amended 8/13/01 Amended 12/10/01 Amended 4/14/03 The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. Photo - composite images of proposed development adjacent to Highways 5 and 41 shall be submitted as part of the review process. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below if they are ancillary to a principal use on the individual lot. Commercial/retail uses are prohibited except those uses specifically noted below. b. Permitted Uses The permitted uses in this zone should be limited to light industrial, warehousing, office and other uses as defined below. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the City Council shall make that interpretation. Permitted uses shall be allowed on the different Blocks and Lots for which they are specified below. The Blocks and Lots specified below are those designated on the attached PUD plan. The Block and Lot designations in final plats approved for phases of development may differ from those specified below. However, the permitted uses shall continue to be those specified below for the Lots identified in the PUD plan. Light Industrial - The manufacturing, compounding, processing, assembling, packaging, printing, or testing of goods or equipment or research activities entirely within an enclosed structure, with no outside storage. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. (Lots 3, 4, and 5, Block 1; Lot 1, Block 2; Lots 1, 2, 3, and 5 , Block 4; and the Wrase property) (Amended 12/10/01) Warehousing - Means the commercial storage of merchandise and personal property. (Lots 3, 4, and 5, Block 1; and Lots 1, 2, 3, and 5 , Block 4) 0 • Office - Professional and business office. (Lots 1, 2, 3, 4, and 5, Blockl; Lot 1, Block 2; Lot 1, Block 3; Lotsl, 2, 3, 4, and 5 , Block 4; and the Wrase property) Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) Conferences/Convention Center - establishments designed to accommodate people in assembly, providing conference and meeting services to individuals, groups, and organizations. (Lot 5 , Block 4) Indoor Recreation/Health Club - establishments engaged in operating reducing and other health clubs, spas, and similar facilities featuring exercise and other physical fitness conditioning. (Lots 3, 4 and 5, Block 1; Lot 1, Block 3; and Lots 2, 3 and 4, Block 4) (Amended 12/10/01) Hotel/Motel-establishments engaged in furnishing lodging, or lodging and meals, to the general public. (Lot 1, Block 3; and Lot 4, Block 4) Utility Services - Water towers and reservoir. (Lots 3, 4, and 5, Block 1; Lots 1, 2, and 3, Block 4; and the Wrase property) Recording Studio - Lots 3, 4 and 5, Block 1; Lots 2 and 3, Block 4. (Amended 12/10/01) Commercial uses (permitted on lots specified as commercial in development standards tabulation box) 1. Restaurant, permitted on Lot 1, Block 3 or Lot 4 , Block 4. (One stand alone restaurant.) 2. Convenience store with or without gas pumps, not to exceed 12,000 square feet, on Lot 1 or 2, Block 1, only. (One convenience store.) 3. Banks, with or without drive up windows (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 4. Day Care - establishments providing for the care and supervision of infants and children on a daily basis. (Lots 1 and 2, Block 1; Lot 1, Block 3; and Lot 4, Block 4) 5. Auto service center, auto body repair is prohibited (Wrase) (amended 8/13/01) 6. Personal Services (amended 4/14/03) Ancillary Uses (in conjunction with and integral to a primary use) 1. Fast Food (no drive-through and only in conjunction with and integral to a convenience store). 2. Restaurant (only in conjunction with hotel/motel or convention/conference center). 3. Showroom - showroom type display area for products stored or manufacturer) on-site provided that no more than 20 percent of the floor space is used for such display and sales. [for entire development]. (Amended 8/25/97) 0 0 4. Telecommunication Towers and Antennas by conditional use permit only. 5. Car wash, in conjunction with convenience store. 6. Day Care Interim Uses (Amended 7/26/99) Church facilities, i.e., assembly or worship halls and associated office, meeting, and other required spaces, subject to the following criteria: 1. The church shall not occupy more than six percent (6%) of the one building on Lots 3 and 4, Block 2, Arboretum Business Park 2°d Addition. 2. The church congregation may not exceed 200 adult members. 3. Shall be reviewed and approved in accordance with the same procedures specified in the city code for conditional use permits. Prohibited uses (Amended 12/10/01) • Contractors Yard • Lumber Yard • Home Improvement/Building Supply • Garden Center • Auto related including sales and repair, except on the Wrase property (amended 8/13/01) • Home furnishings and equipment stores • General Merchandise Store • Vocational School • Public buildings, except on Outlots A and B, which are public park land • Screened outdoor storage • Food processing C. Setbacks The development is regulated by the Highway 5 and the PUD Standards. There are no minimum requirements for setbacks on interior lot lines in the PUD zone. The following setbacks shall apply: Street Frontage Minimum Setback Maximum Setback Buildin ng Building/Parking Hw s. 5 & 41 70/50 150 Coulter & Century 50/20 100 Boulevards 3 82° & West Local 30/20 1 NA *Lot 5, Block 4, must only meet the maximum setback on one Highway frontage. The average hard surface coverage does not include Outlots A and B. The PUD standard for hard surface coverage is 70% for office and industrial uses. Any one site/lot can exceed the 70 percent requirement but in no case can the entire finished development exceed 70 percent. d. Development Standards Tabulation Box 1. Building Area LOT/USE 82° Street Dedication ACRES 1.80 Building Size/FAR (s uare feet) PARKING Interior Roadwa Upland 10.54 16.6 30 Wetland 128.7 Ponds Lot 3, Block 1 3.01 10.02 131,006 imi 262 Lot 4, Block 1 5.45 71,218 142 Lot 5, Block 1 4.41 57,688 115 Lot 1, Block 4 4.38 57,199 114 Lot 2, Block 4 5.40 70,597 141 Lot 3, Block 4 8.98 117,371 235 Lot 1, Block 2 12.23 1 159,822 1320 Block 4 , i Lot 1, Block 1 23.20 1.80 (A FAR) 404,279 11,746 / 23,520 (3/1000) 1,213 (5/1000) 59 Lot 2, Blockl 2.32 15,180 / 30,320 (4/1000) 61 Lot 4, Block 4 , Office/Hotel 4.06 26,536 / 53,060 (5/1000) 133 L.otl, Block 3 Restaurant/Office 6.41 (.10FAR) 27937 / 83,770 (16/1000) 447 Commercial sites may develop as office -industrial uses. Square footage for individual lots may be reallocated within the development, by type, provided the maximum square footage is not exceeded. Building Square Footage Breakdown Office 31% 368,000 / (432,000) Light hidustrial 31% 368,000 / (432,000) Warehouse 31% 368,000 / (432,000) Commercial 7% 81,0001(0) Total 100% 1,186,000 / (1,295,000) *includes the Wrase property. O represents conversion of commercial uses to office - industrial uses 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. Building height shall be limited to 3 stories or 40 feet. 4. Lot 5, Block 4, , is intended to accommodate a major corporate headquarters or office, research, high end manufacturing with limited warehousing type user. While the majority of the development is based on 30 percent office space, Lot 5 must have a minimum of 40 percent office use and include multi -story building(s). e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color . shall be introduced through colored block or panels and not painted cinder block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured, coated, or painted. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material or camouflaged to blend into the building or background. Wood screen fences are prohibited All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, pre -stressed concrete panels and concrete block shall be prohibited Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patteming. All walls shall be given added architectural interest through building design or appropriate landscaping. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall be provided in the interior of all principal structures or within an enclosure for each lot developed in the Business Center. 11 Each buildings shall contain one or more pitched roof elements depending on scale and type of building, or other architectural treatments such as towers, arches, vaults, entryway projections, canopies and detailing to add additional interest and articulation to structures. 12. There shall be no underdeveloped sides of buildings visible from public right-of-ways. All elevations visible from the street shall receive nearly equal treatment and visual qualities. E Site Landscaping and Screening 1. Landscaping along Highways 41 and 5 shall comply with Buffer yard standard C. Coulter Boulevard, Century Boulevard, and West 82nd Street shall comply with Buffer yard standard B. The master landscape plan for the Arboretum Business Park (formerly Gateway) PUD shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approval with the site plan review process. 2. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with masonry fences and/or landscaping. 0 • 3. Undulating or angular berms or elevation changes of 3' in height shall be placed along Coulter Boulevard, and Century Boulevard. The berms shall be sodded or seeded at the conclusion of each project Phase grading and utility construction. The required buffer landscaping may be installed incrementally, but it shall be required where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 4. Loading areas shall be screened 100 percent year round from public right-of-ways. Wing walls may be required where deemed appropriate. g. Signage 1. All freestanding signs be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material throughout the development. The applicant should submit a sign package for staff review. 2. Each property shall be allowed one monument sign per street frontage. 3. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 4. Consistency in signage shall relate to color, size, materials, and heights. 5. The Arboretum Business Park PUD shall be permitted two Arboretum Business Park identification signs. One sign per project entrance, at West 82nd and Century Boulevard and at Highway 41 and the westerly roadway, shall be permitted. Said sign shall not exceed 80 square feet in sign area nor be greater than eight feet in height. 6. Wall sign shall be permitted per city ordinance for industrial office park site. All signs shall require a separate sign permit. 8. In addition to the two signs identified in g. 5. above, signage for the main entrance on Highway 5 and Century Boulevard shall be reviewed and approved by the Planning Commission and City Council. h. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. The street lights should be designed consistent with the existing lighting along the existing Coulter Boulevard. 0 2. A decorative, shoe box fixture (high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be used throughout the development area for area lighting. 3 Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. i. Alternative Access 1. Each site shall accommodate transit service within the individual development whenever possible. 2. Pedestrian access shall be provided from each site to the public sidewalk and trail system. 3. The developer and site users shall promote and encourage Traffic Demand Management Strategies. 4. Each site shall provide areas for bicycle parking and storage. LOT 5 OFFICE RESEARCF INDUSTRIAL MAJOR CORPORAT HEADQUARTERS/ PRODUCTION CONFERENCE/CONVENT CENTER LOTS 1-3 LOTS 3-5 INDUSTRIAL WAREHOUSE UTILITY SERVI OFFICE OFFICE INDUSTRIAL UTILITY SERV) BANK ---- DAYCARE OFFICE CLINIC INDUSTRIAL OFFICE' 2 1 LOTS 1 & 4 ----HOTEL g-7RESTAURANT DAY CARE 0 w OUTLOT B , 28.51 AC. (Park) OFFICES CLINICS HEALTH CLUB 11-M LOTS = 88.65 PARK = 48.36 ROW = 14.72 TOTAL = 151.73 ACRES LEGEND ® EntryMonuments 4D" Street Trees Elevated Sign Ponds ® Ground Signs i Wetlands Street Lights Ped/Bike Trails. PUD PLAN ►RBORETUM BUSINESS PA CHANHASSEN, MN s rcoxta 0' 300' 600' 27 MAY 1997 ia[K8i'am 0 CITY OF CHANHASSEN 0 AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Todd Gerhardt, being first duly swom, on oath deposes that he is and was on December 22, 2005, the duly qualified and acting Clerk of the City of Chanhassen, Minnesota; that on said date he caused to be mailed a copy of the attached notice of Public Hearing for Jacob's Tavern — Planning Case No. 05-40 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 ofjaLenAje r— , 2005. Notary blic Todd Gerhardt, City Clerk KIMT MEUWISSEN Notary Public -Minnesota My Commission Expires j31 2010 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 3, 2006 at 7:00 p.m. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Approval for a 6,808 square -foot Proposal: restaurant building on 2.02 acres — Jacob's Tavern Planning File: 05-40 Applicant: Truman Howell Architects Property Southeast corner of Highway 5 and Century Boulevard (7845 Location: Century Boulevard) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 Questions & or e-mail baenerousOci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at htto://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure; • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation, These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVndustdal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in thereort, please contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 3, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Approval for a 6,808 square -foot Proposal: restaurant building on 2.02 acres — Jacob's Tavern Planning File: 05-40 Applicant: Truman Howell Architects Property Southeast corner of Highway 5 and Century Boulevard (7845 Location: Century Boulevard) A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: • What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 Questions & or e-mail baenerous@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at htto://206.10.76.6tweblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterati• Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. It you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. State Hwy5 Arboretum o Boulevard Subject This prep is neither a legally recanted map nor a wrvey and is not intended to be used as one. This map is a compilation of records, information and data located in vanous any, county, state and federal offices and oMw sources regarding Me area show, and is to be used for reference W rposes only. The City does not warrant that Me Geographic Information System (GIS) Data used to prepare this map are error free, and the CM does not represent Mat the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. H mors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statues §466.03, Subd. 21 (2000), and Me user of this map xknoxledges that the City shall not be liable for any damages, mol expressly waives all claims, and agrees to defend indemnity, and hold harmless the City from any and all dame brought by User, its employees or agents. or Mird parties which arse out of the us n's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a wrvey and is not intended to bo used as one. This map is a compilation of records, information and data located in various cry, county, state and federal offices and other sources regarding Me area show, and is to be used for reference purposes only. The City does not v(amant 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 be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in Me depiction of geographic featuresd mors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statues §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waves all darts, and agrees to defend, indemnify, and had harmless, the City from any and all claims brought by User, its employees or agents, or third passe which anise out of the usees access or use of data provided. Public Hearing Notification Area (500 feet) Jacob's Tavern Planning Case No. 05-40 7845 Century Boulevard City of Chanhassen 0y 0 !U a State Hwy 5 Arboretum Boul W 8TH evard ----------------- m U Cor orate Place Subject Property GoU\t Coulter Bouleyar_% er ower ace \,a m 0 • NORTH COAST PARTNERS LLP ALSHOUSE PROPERTIES LLC CENTURY GAS LLC 750078TH ST W 1300 WILLOWBROOK DR 13540 BOTH ST S EDINA , MN 55439 -2517 WAYZATA, MN 55391 -9583 HASTINGS, MN 55033 -8530 HELSENE PARTNERS LLC CENTURY 2000 PARTNERS LLP 5685 GRANT LORENZ RD C/O STEINER DEVELOPMENT EXCELSIOR, MN 55331 -8363 3610 HWY 101 S WAYZATA , MN 65391 -3424 KC PROPCO LLC US BANK NA WYLS, LLC C/O KNOWLEDGE LEARNING CORP ATTN: AMY HERNESMAN PO BOX 1080 650 NE HOLLADAY ST 2800 LAKE ST E YANKTON , SD 57078.1080 SUITE 1400 MINNEAPOLIS, MN 55408 -1930 PORTLAND. OR 97232 -4301 HELSENE PARTNERS LLC CENTURY 2000 PARTNERS LLP 5685 GRANT LORENZ RD C/O STEINER DEVELOPMENT EXCELSIOR, MN 55331 -8363 3610 HWY 101 S WAYZATA , MN 65391 -3424 CITY OF CHANHASSEN STAFF REPORT PC DATE: January 3, 2005 CC DATE: January 23, 2005 REVIEW DEADLINE: January 31, 2005 CASE #: 05-40 BY: RG, AF, LH, ML, JS, ST PROPOSAL: Request for site plan approval for a 6,808 square -foot restaurant building — JACOB'S TAVERN. LOCATION: 7845 Century Boulevard (southeast corner of Highway 5 and Century Boulevard) APPLICANT: Truman Howell Architects Food for the Journey 17815 Hutchins Drive 1385 Wildflower Lane Minnetonka, MN 55345 Chaska, MN 55318 (952)401-7889 PRESENT ZONING: Planned Unit Development (PUD) — light industrial/office park 2020 LAND USE PLAN: Office/Industrial ACREAGE: 2.03 acres (88,513 sq. ft.) DENSITY: F.A.R. 0.08 SUMMARY OF REQUEST: Request for site plan approval for a 6,808 restaurant. 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 these standards, the City must then approve the site plan. This is a quasi-judicial decision. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 2 PROPOSAL/SUMMARY The applicant is proposing a 6,808 square -foot restaurant next to the Holiday Inn Express in the Arboretum Business Park development. The building architecture includes a rural vernacular incorporating a steel girder, open silo and a steeply pitched (17 -feet vertical to 12 -feet horizontal), 29 -foot high, asphalt shingled roof with three shed dormer -type windows projected from the roof and wire cupolas on the top. Staff is recommending that the applicant incorporate the use of gabled dormer structures as part of these windows to continue the pitched roof treatment established throughout the rest of the structure. The height of the roof is 37 feet. However, the building height is calculated as 29 feet since, by code, only half of the roof height is included in the building height calculation. The silo and cupolas have blue metal roofs. The roof over the veranda is red corrugated metal. The primary building material is board and batten siding made of cement material. A field stone finish is proposed at the base on the west and south sides of the building. East of the site is Holiday Inn Express. To the south of the site is a wetland complex which is part of Chanhassen Nature Preserve, an approximately 100 -acre open space and trail system. To the west of the site are Century Boulevard and U.S. Bank, KindetCare Learning Center and the Helsene Building. North of the site is Highway 5 and Arboretum Shopping Center (Century Plaza). Access to the site is via Century Boulevard. Water and sewer services have been stubbed to the property as part of the Arboretum Business Park development. The site has been previously rough graded to facilitate development. A berm is located to the north, within the right-of-way of Highway 5. The full access driveway onto Century Boulevard was allowed as part of the Arboretum Business Park 4`h and 6t° Additions. However, such approval was conditional and should the driveway cease to operate in a safe manner in the opinion of the abutting property owners or if it fails specific capacity criteria, then the median opening may be closed or restricted. The Lifetime Fitness building, located southwest of this site, is two stories with a height to the top of the parapet of 38 feet 8 inches. This height does not include the glass pyramidal roof structure which is considered an architectural tower. The two, three-story office buildings proposed to the north of the Lifetime Fitness building are 40 feet in height. The Holiday Inn Express building is three stories and 42 feet to the top of the roof. It was anticipated that structures along Highway 5 would be larger buildings than within the interior of the project with specifications that those at the comer of Highways 5 and 41 be multi -storied. Staff is recommending approval of the site plan subject to the conditions of the staff report. BACKGROUND On October 13, 2003, the Chanhassen City Council approved PUD #92-6 granting final plat approval for Arboretum Business Park a Addition creating two lots. On September 22, 2003, the Chanhassen City Council approved the following: Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 3 The preliminary plat for Arboretum Business Park 6's Addition. • Site Plan #2003-8, with a 15 percent variance from the 50 percent fenestration requirement to permit 35 percent fenestration on the northern building elevation on Lot 2, Block 1, Arboretum Business Park 6`s Addition, for Holiday Inn Express. A sign variance to permit signage on the western building elevation of the Holiday Inn Express On April 14, 2003, the Chanhassen City Council approved an ordinance amending the Planned Unit Development for Arboretum Business Park adding Personal Services as a permitted commercial use and as the Third Amendment to the Arboretum Business Park Development Contract/PUD Agreement. On December 10, 2001, the City approved an amendment to the Planned Unit Development (PUD #92-6) Development Contract/PUD Agreement for Arboretum Business Park incorporating printing as a light industrial use; permitting indoor recreation/health clubs and recording studios in the existing office -industrial buildings in the project; and prohibiting vocational schools, public buildings (except in Outlots A and B), screened outdoor storage, and food processing. On September 24, 2001, the Chanhassen City Council approved Interim Use Permit (IUP) #2001-1 to grade a portion of the Arboretum Business Park development and Conditional Use Permit (CUP) #2001-8 to permit development within the Bluff Creek Overlay District. The NP and CUP included this property. On July 28, 1997, the City Council approved the following: the ordinance for PUD #92-6 rezoning approximately 154 acres from Agricultural Estate, A2, to Planned Unit Development, PUD, and the PUD #92-6 granting final plat approval for Arboretum Business Park. On June 23, 1997, the City Council approved a Resolution that the AUAR be revised to incorporate the summary of issues and mitigation plan contained in the staff report, that the revisions to the Traffic Study prepared by SRF outlined in the staff report be incorporated into the study, and that the revised AUAR be adopted by the City. On May 27, 1997, the City Council approved the following: • Approved the first reading for rezoning the property from Agricultural Estate, A2, to Planned Unit Development, PUD. • Approved the preliminary PUD #92-6 for an office/industrial business park and preliminary plat approval for 12 lots, two outlots and associated right-of-way subject to the plans dated April 4, 1997, revised May 23, 1997, with conditions. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 4 • The City Council approved a Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. • The City Council approved Interim Use Permit #97-1 for Gateway West Planned Unit Development site subject to conditions. APPLICABLE REGULATIONS • Arboretum Business Park Development Standards • Site Plan Review, Chapter 20, Article II, Division 6 • Design Standards for Commercial, Industrial and Office -Institutional Development, Chapter 20, Article XXIII, Division 7 GENERAL SITE PLAN/ARCffiTECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement The primary building entry faces Century Boulevard. The building entry is highly defined with a gabled roof projected out from the veranda and a projected vestibule entered through multi -pane windowed double doors. The veranda surrounding the western and southern faces of the building provides a comfortable seating area and adds to the articulation of the building. The use of columns and the wooden railings with the stone veneer behind add visual interest to the building. In order to break up the roof expanse, the developer has incorporated wire cupolas at the peak of the roof. In addition, a set of three windows are proposed to add light to the building. Staffs only comment regarding these windows is that the applicant should incorporate the use of gable dormers in this area to maintain the gable proposed on the east and west elevations as well as providing additional articulation and symmetry to the roof. Based on staff s concerns regarding the size of the roof, the applicant has prepared a massing schematic to show how the building relates to the Holiday Inn building to the east. As can be seen by the plans, the building's mass is complementary to the hotel. An indoor/outdoor fireplace is proposed in the northwest corner of the building. In addition, an outdoor fire pit and patio is provided in the northwest corner of the building. Material and Detail Building material consists of hardiplank cement board and batten siding with a concrete cap, wood columns, stone veneer, metal roofing on the veranda, cupolas and silo and asphalt shingles for the main roof. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 5 Color The main building color is light yellow, with accents of light blue and red. The main roof is a weathered wood blend (black with flecks of browns and grays). The veranda's metal roof is red. A faux field stone of split face willow blend (brown) is proposed on the western elevation below the windows. Height and Roof Design The building height is one story and 29 feet. Height is limited to 3 stories or 40 feet in the PUD District. Pitched roofs shall have a minimum roof pitch of 1 foot of rise to every 4 feet of run. The main roof has a pitch of 17 feet of rise to 12 feet of run. The building has multiple pitched roof elements. Mechanical equipment must be screened. No wooded fences are permitted on the roof. The applicant has shown a mechanical room within the roof structure to accommodate screening of rooftop equipment. Staff is recommending that the applicant investigate the use of gabled, dormer window structures in the roof to repeat the gables on the east and west ends of the building and to match the peak of the cupolas, rather than the roof structure currently proposed. Facade Transparency Due to the use of a wraparound veranda, almost 100 percent of the western building elevation has visual transparency as viewed by the public. All other areas include landscaping material and architectural detailing and articulation. Site Furnishing Staff assumes that the developer is proposing seating on the veranda of the building. Benches are appropriate along the south side of the building to enjoy the views over the city park. Additional benches or tables would be appropriate within the fire pit area at the northwest comer of the building. The developer shall install site furnishing including benches, bicycle racks, and tables. Loading Areas, Refuse Area, etc. Screening of service yards, refuse and waste removal, other unsightly areas and truck parkingtloading areas is provided within an enclosure in the southeast corner of the building. Landscaping Minimum requirements for landscaping on Lot 1 of the Holiday Inn Express development include 2,876 square feet of landscaped area around the parking lot, 12 trees for the parking lot, Planning Commission Jacob's Tavem — Planning Case 05-40 January 3, 2006 Page 6 and bufferyard plantings along the north and west property lines. The applicant's proposed landscaping as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant meets minimum requirements for all required plantings. The area to the south of the parking lot adjoins park property that is undeveloped. Staff recommends that the applicant seed the south slope with a native grass mix and eliminate the sod as proposed. Lot Frontage and Parking location The property fronts on both Highway 5 and Century Boulevard. Parking for the project is distributed around the building. COMPLIANCE TABLE Required Proposed Vehicular use landscape area 2,876 sq. ft. 38,166 sq. ft. Trees/vehicular use area: N - WE - 0' N - 134'E - 13' Overstory trees 12 canopy trees 12 canopy trees, 10 understory Islands/peninsulas 6 islands/peninsulas 6 islands/peninsulas Highway. 5 2 canopy trees 3 canopy bufferyard B —170' 3 understory trees 3 understory 30' width 3 shrubs 9 shrubs Century Blvd. 3 canopy trees 4 canopy trees Bufferyard B —150' 5 understory trees 5 understory trees 20' width 8 shrubs 10 shrubs The applicant meets minimum requirements for all required plantings. The area to the south of the parking lot adjoins park property that is undeveloped. Staff recommends that the applicant seed the south slope with a native grass mix and eliminate the sod as proposed. Lot Frontage and Parking location The property fronts on both Highway 5 and Century Boulevard. Parking for the project is distributed around the building. COMPLIANCE TABLE PUD Standards Jacob's Tavern Building Height 3 stories, 40 feet 1 story, 29 feet Building Setback N - WE - 0' N - 134'E - 13' W -50'S-0' W -86'S-150' Parking stalls 113 stalls 104 stalls # Parking Setback N - WE - 0' N - 50'E - 74' W -0'S-0' W- O'S -73' Hard surface 70%* 57% coverage Lot Area 1 acre 2.03 acres Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 7 * The development may average 70% impervious surface over the entire project. Individual lots may exceed the 70% coverage. # A parking easement to use nine stalls on the Holiday Inn Express site will be required as part of the site plan. STREETS/ACCESS No public streets are proposed as part of this project. The applicant is proposing full access to the site from the shared private street with Holiday Inn off Century Boulevard. Since the private street serves multiple lots, cross -access easements will need to be obtained and recorded against the lots. An internal sidewalk system shall be developed to bring pedestrians from the public trails on the west and south sides into and across the site. Pedestrian ramps shall be provided where the sidewalk ends at a curb. The full access driveway onto Century Boulevard was allowed as part of the Arboretum Business Park 6`s Addition. However, such approval was conditional and should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park a Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park a Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 0 Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. GRADING/DRAINAGE The site was previously rough graded in 2004 under the Holiday Inn Express project. The applicant is now proposing to fine grade the site west of the Holiday Inn building to an approximate elevation of 971.00 for the proposed building pad and parking on Lot 1. At this elevation, stormwater from the building and parking lot will drain toward the proposed and existing catch basins and be conveyed via storm sewer to the existing Century Boulevard storm sewer. Storm sewer design data for a 10 -year, 24-hour storm event will need to be submitted for staff review prior to building permit issuance. The plans show a two -foot high retaining wall along the north side of the north parking lot. The applicant should be aware that any off-site grading will require an easement from the appropriate Property owner. Planning Commission Jacob's Tavem — Planning Case 05-40 January 3, 2006 Page 8 Storm Water Management Storm water calculations must be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. Erosion and Sediment Control Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. The detail showing the catch basin filter barrier is an adequate control; however, it may not be the most appropriate best management practice given the locations of catch basins 3 and 4. Wimco-type inlet controls may be a better inlet control option. Additional existing catch basins immediately adjacent to the project must be protected as well. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs may be needed until the installation of the pipes and inlets are complete. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. Other Agencies The applicant should apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. UTILITIES Municipal sewer and water service is available to the site from stubs on the south and northeast side of the lot. The watermain and municipal sewer lines will be considered private utility lines since they will serve only one lot. The underlying property has been previously assessed for sewer and water improvements and those assessments have been paid. According to the City's Finance Department records, there is no remaining assessment on the parcel. However, the sanitary sewer and water hookup charges will still be applicable for the parcel. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. Planning Commission Jacob's Tavem — Planning Case 05-40 January 3, 2006 Page 9 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. LIGHTING/SIGNAGE Site lighting for the interior of the business center should be consistent throughout the development. A decorative, shoe box fixture (high pressure sodium vapor lamps or metal halide lights) with a square ornamental pole shall be used throughout the development area for area lighting. All fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet. The applicant is proposing 28 -foot tall fixtures. Additionally, the applicant is proposing decorative, pedestrian scale, 15 -foot tall lighting fixtures along the sidewalk around the building. All wall -mounted light fixtures shall be shielded with a total cutoff angle equal to or less than 90 degrees. The applicant is proposing wall signs on the northern and western building elevations. Signage is permitted in these locations. However, the applicant has not provided sufficient information to determine if the signs comply with code. Separate sign permits must be applied for prior to the installation of the wall signs. Each property shall be allowed one monument sign per street frontage. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. It appears that there are two monument signs located within the right-of-way for Century Boulevard. Monument signs must be located on the lot for which the sign is intended, outside of any drainage and utility easement and a minimum of 10 feet from the property line (note that the monument sign shown on the site plan is located within the public right-of-way and may not be located there). All signs shall require a separate sign permit. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion: The Planning recommends approval of Site Plan Planning Case #05-40, plans prepared by Schoell & Madsen, Inc., dated November 10, 2005, for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park 6`" Addition, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park 6`" Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park 6t° Addition) is required as part of the site plan. 3. The developer shall install site furnishings including benches, bicycle racks, and tables. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 10 4. The applicant shall incorporate the use of gabled, dormer window structures in the roof. 5. All signs shall require a separate sign permit. 6. Mechanical equipment, either roof -mounted or at grade, must be screened. 7. The building must be protected with an automatic fire sprinkler system. 8. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 9. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 10. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. 11. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park 6`s Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4"' Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park 6`s Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4s' Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F' at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. 12. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 13. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 14. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. 15. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 11 16. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. 17. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. 18. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. 19. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 20. A professional civil engineer registered in the State of Minnesota must sign all plans. 21. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24- hour storm event with storm sewer drainage map prior to building permit issuance. 22. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 23. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 24. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. 25. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. 26. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. 27. On the utility plan show all the existing utility sewer type, size, slope and class. 28. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. 29. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. Planning Commission Jacob's Tavern — Planning Case 05-40 January 3, 2006 Page 12 30. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. 31. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. a. #1-1990 regarding fire alarm systems, b. #4-1991 regarding notes to be included on all site plans, c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, L #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Preliminary Site Plan. 4. Reduced Copy Preliminary Grading Plan. 5. Reduced Copy Preliminary Utility Plan. 6. Reduced Copy Preliminary Landscape Plan. 7. Reduced Copy Preliminary Lighting Plan. 8. Reduced Copy First Floor Plan. 9. Reduced Copy Exterior Elevations. 10. Reduced Copy Building Sections. 11. Reduced Copy Roof Plan. 12. Jacob's Tavern Massing Study from West. 13. Jacob's Tavern Massing Study from South. 14. Letter from Aaron Mlynek (SWCD) to Robert Generous dated December 13, 2005. 15. Memo from Mark Littfin to Robert Generous dated December 22, 2005. 16. Arboretum Business Park — Development Design Standards. 17. Public Hearing Notice Affidavit of Mailing. gAplan\2005 planning cases\05-40 jacoWs tavem\staff reportjacob's tavem.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Truman Howell Architects and Associates, Inc. for Site Plan Review for a 6,808 square foot restaurant building on 2.03 acres of land — Planning Case No. 05-40. On January 3, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Truman Howell Architects and Associates, Inc. for a site plan review for the property located at 7845 Century Boulevard for Jacob's Tavern. 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 Planned Unit Development (PUD) light industrial/office park. 2. The property is guided by the Land Use Plan for Office/Industrial uses. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 6th Addition. 4. In evaluating a site and building plan, the Planning Commission and City Council shall consider its compliance with the following: (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; (b) The proposed development 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; (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; `CAMPED 9 • (e) The proposed development is creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (f) The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. The planning report #05-40 dated January 3, 2005, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the site plan review. ADOPTED by the Chanhassen Planning Commission this 3rd day of January, 2005. CHANHASSEN PLANNING COMMISSION BY: -at Its Chairman c)s -4o City Council Meeting — J • 23, 2006 6. The applicant shall enter into the attached Development Contract and Special Assessment Agreement. Standard drainage and utility easements shall be dedicated to the city as described in the U M,1TIES section of the staff report. The plans must be revised to show the exact location of the existing utilities (watermain and sanitary sewer) and easements. Additional easements may be required as described in the UTILITIES section of the staff report. All voted in favor and the motion carried unanimously with a vote of 5 to 0. REQUEST FOR SITE PLAN APPROVAL FOR A 6,808 SQ. FT. RESTAURANT BUILDING ON 2.02 ACRES. Kate Aanenson: Thank you. This request is for site plan approval, variance free. It's a request for approximately 6,800 square feet of restaurant located at the corner of Highway 5 and Century Boulevard. This site has been identified as a restaurant and was put into place when we actually put the, oops move in a little bit on that. So this would be Highway 5 and Century Boulevard. This is where the Holiday Inn sits. When Holiday Inn went in we actually anticipated and they rough graded for that site and always anticipated a restaurant so we're pleased to bring one forward for you tonight. Just wanted to give you a couple other background issues that were some points of discussion and looking at the picture of this property, again I mentioned the rough grading that when this project came in, the staff actually, the engineering department actually undertook the curb cut issue on Century Boulevard. There is a little bit of a concern about that but I know we did adequate, this piece has always topographically separated from the rest of this. This is our natural area that we preserved. It's beautiful views looking out the hotel side and the restaurant seating. We believe it's a really nice asset that really gets the best use of circulation we provided for a curb cut in there. If you go down to Corporate Place, that is actually would be how you would get to Lifetime Fitness, so they're not on the same road access wise but eventually they may get on Century Boulevard. So if you look at in the staff report there is some discussion regarding the conditions of approval that we're monitoring that and that's one of the items we're actually going to do some traffic counts and bring back to the Planning Commission to see what the actual traffic modeling for that is fulfilling that after the restaurant would be built and kind of see how that's functioning. Again that was a big issue. So with that back drop, talk a little bit specifically about the site itself. It's a unique... It's unique in the fact that there's that larger berm in front so what the developer or the architect actually made a more vertical roof line on the site to actually provide for the berm that's in front. Has some interesting orientation. This would be the, if you can see that, maybe you can just zoom in... This would be the drop off area or the drive through for the Holiday Inn. So there's easy sidewalk access to get to that. There's also additional sidewalks to get to the back of the building. There is a trail... that trail was put in place... which is again a really nice asset for people staying in that area. The restaurant itself has a nice fire pit on the outside, and then also has nice seating around the perimeter. So there is some shared parking that was set up in place between the two pieces at the Holiday Inn and the 46 SCANNEa City Council Meeting — January 23, 2006 • restaurant itself We believe again that will be successful. So I'll just take a few minutes to talk a little bit about architecture itself of this particular building. The Planning Commission did ... the big issue then, I talked about is the very vertical building ... with outdoor seating. The silo. Kind of similar to some other things that we have on the other end of town ... the culture of that area. So I think all and all, looking at the, based on the sight lines ... is pretty limited but what you can see is the top of this first. It's low key as far as the signage in itself. The one issue that did come up was the canvas awning on the top of the silo itself. We're looking at making a recommendation of changing that, the roof and the canvas. I think there was concern about, I know another material would be more expensive but just the long term maintenance... and the height of that, that we wanted something more durable. So again... which is consistent under the PUD itself. I did mention the street, talking about how we get access to this via the Century Boulevard cut through and shared parking with the Holiday Inn. That shows on the other drawing it was massed graded so there's minimal grading that needs to be done with this. So all in all it's a pretty clean site plan ... most of the work will be in the building itself. So with that we are, I also wanted to talk to you a little bit more about that, but I think I won't steal Truman's thunder. Let him go into a little bit more detail about the material itself. But the Planning Commission did recommend approval with the conditions in the staff report and there were a couple modifications... With that I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Questions for staff. Councilman Peterson: Kate if you would, just to highlight the two views that we have there. They are from what direction? Kate Aanenson: This is ... south and then this is ... this side, and this side is which you see right here. And this is the outdoor fire pit. Mayor Furlong: Is the silo on the northwest corner of the building? Does that answer your question? Councilman Peterson: Not, so the silo is in the northwest. Mayor Furlong: Toward the intersection. Kate Aanenson: Correct. And again that's the part to get the visibility, right. So there was some discussion, quite a bit of discussion actually at the Planning Commission regarding, changing that roof line but they're actually at the end of the discussion... Councilman Peterson: What's the discussion of signage so far? Kate Aanenson: Essentially pretty well ... they are allowed a monument sign that does say, the plans itself show a monument sign along, I believe it's, they're looking at somewhere over in here for the, which would be the entrance. Applicant: At the corner of 5 and Century. 47 City Council Meeting — J • 23, 2006 • Kate Aanenson: I was told that that was going to be the spot where you wanted to put it so, apologize for that. It shows a monument sign but at the Planning Commission that was, so. But the building itself is actually pretty, it's shown on this ... it would be allowed. Two wall signage and then the monument sign would be additional. Mayor Furlong: And a follow up to Councilman Peterson's question, is there any signage allowed on the roof line itself or it looks like right here it's on the wall. Kate Aanenson: Right, because architecturally if they were to do something different, it would have to be integrated into the building and I think at this point we'd want to say that that would be no. To have it come back and try to put something artificial into it. Right now I believe it's a more softer signage and that would be actually the silo. Mayor Furlong: It's on the building as well as the monument sign? Kate Aanenson: Correct. And there's... where they put the monument sign ... put in the staff report. We've actually showed 2 locations. We didn't put it in on the south side, but again I think the silo's going to be what catches your eye. Because right now it's hard to see the Holiday Inn on certain perspectives, which is... Mayor Furlong: Other questions? Councilman Lundquist: Kate question on how this is or isn't impacted by the retail market study we just... Because we've always looked at a restaurant on that spot, a restaurant next to a hotel, and I mean that makes sense as well, any reservations or hesitations at all? Kate Aanenson: That's a good question. Actually this area, when we put together this PUD we actually allowed for some ancillary support use. We always anticipated a hotel and a restaurant at this site, so it is consistent and doesn't require rezoning. Anyone that's looking at rezoning... Mayor Furlong: Other questions? Ms. Aanenson, real quick. You had mentioned in your report, your verbal report and it was also mentioned in the report about the materials for the top of this, canvas versus some other recommendation. Is that a condition in here? Kate Aanenson: Yes. Mayor Furlong: I've been. Kate Aanenson: I hope it is. There should be a strike out in there. Mayor Furlong: There was a strike out on number 4 which, that was the roof line and looks and gables and stuff. Kate Aanenson: If it's not we need to, I think we're willing to look if there's something more durable. You know we talked about metal standing seam, so I think we're willing to work with them on that but I think what we want to have is something beyond canvas. M City Council Meeting — January 23, 2006 • Mayor Furlong: Okay, but is there something right now in there or does that need to be discussed? Kate Aanenson: I think it needs to be added. Mayor Furlong: Maybe you could propose some wording and... Kate Aanenson: Number 32. We'll put something together. Mayor Furlong: Any other questions? At this point. The applicant's here. Good evening. Would you like to come forward? If there's anything you'd like to add for the council? Truman Howell: Well I'm Truman Howell, Truman Howell Architects. Good evening Mr. Mayor and council people. Any questions we could answer, we'd be happy to. The client came to me and asked for something of a vernacular in what would typify a Midwestern feel. Obviously if you go to the farming identity but what we've done is kind of stretched some of the basic forms and tried to do something more interesting than is common. The silo's and the cupola's on the building are actually wire frame as opposed to being solid. The silo actually identifies 3 large fireplaces that you find in the, on the ground. One for the outdoor area, and one for the waiting area on the inside and one for the bar area. So they're all three there and the silo basically caps those off. They're large timber trusses on the inside which will identify the space and the, will be a very, it's going to be a very comfortable and exciting interior. If there's any questions I'd be more than happy to answer those. Mayor Furlong: Questions. Councilwoman Tjornhom: When is this expected to be completed? Truman Howell: I think as soon as they can. They're making, putting together the project as we speak and they've been quite successful so. Mayor Furlong: Mr. Howell, the question that came up with staffs recommendation with regard to material for the top of the silo. Is that something that working together with them. Truman Howell: We will work with them, yes. We had ... of course we'll work with them. Our initial idea was that it would be a fabric. Cloth of course, but then it came back with yeah, but you're going to have to change that stuff and so we had some discussions and I think standing seam's a good and expensive a bit much. We may try talking about something that, we'll work together to make that happen. Mayor Furlong: That'd be great, thank you. Any other questions at this point? Okay, very good. Thank you sir. Truman Howell: Thank you. 49 City Council Meeting — Jantary 23, 2006 • Mayor Furlong: Are there any follow up questions for staff? If not, I don't know that this changed much coming from Planning Commission. I know they spent quite a bit of time and had the public hearing there so I don't know if there's anybody wishing to make public comment but they'd be welcome at this point if they do. No? Okay. With that, I'll open up council discussion then. On this project. Thoughts, comments. Councilman Peterson: I'm one probably that raising the flag on architectural interest and expressing the need for that and I guess I say that with a grin because this clearly has that. I commend the applicant for pushing the window and that's what I've been espousing over the years and it was enough of a push where I had to look at it twice and go do I like that? But then I said to myself, it's not necessarily my opinion. It brings a distinctiveness ... and I think we've accomplished that and I think that, everybody involved should be commended for that so I think it will be a nice asset to the community. Mayor Furlong: Thank you for those comments. Other thoughts? Councilwoman Tjornhom. Councilwoman Tjomhom: I'm just happy they're coming. I think it's a long time coming for a new restaurant in Chanhassen so welcome and look forward to eating in your establishment. Mayor Furlong: Councilman Lundquist. Councilman Lundquist: I would echo. We need more restaurants. Glad to have something new and different and I look forward to eating there as well. Mayor Furlong: Thank you. Mr. Labatt. Councilman Labatt: I would echo it. I would change the word from different to unique. I like it very much. Mayor Furlong: It's not a brown, beige box. Councilman Labatt: No. Mayor Furlong: Which is good. It's going to work well along that. It looks great and I think it's definitely going to be an asset. It's a great location and looking forward to seeing it come together so, I would, Kate do you have some recommended language there for 32? Kate Aanenson: Yes. The silo shall be durable material similar to a metal, working with staff. Mayor Furlong: How about the applicant works with staff to identify a durable material? Kate Aanenson: That's fine. Okay, is that, okay. Mayor Furlong: Is that okay? Kate Aanenson: That's fine. And they're... 50 City Council Meeting — January 23, 2006 Mayor Furlong: This is going to have to come back for. Kate Aanenson: No. Mayor Furlong: This is it? Okay. So we've got to make sure that, do you want to make it acceptable to staff then? Kate Aanenson: Yeah. Well at it's clear that your intentions is that it's not canvas. More durable material. Roger Knutson: You might as well say durable material which does not include canvas. Kate Aanenson: That's what I would say, right. Mayor Furlong: Okay. Sounds like we've got some, we can work on something. It sounded like, I just want to make sure we're good. Okay, so the idea is staff proposed condition 32. Councilman Peterson: It's actually 31 because we're deleting number 4. Mayor Furlong: Okay, so we'd add that as 32 and we delete 4 as shown on the staff report. Conditions 1 through 32. Okay, is there a motion to that effect? Councilman Peterson: Mr. Mayor I'd move that City Council approves Site Plan Case 05-40 as presented by staff this evening with conditions 1 through 32, with the addition of 32 as noted earlier. Councilman Labatt: Second. Mayor Furlong: Thank you. Any discussion on that? Hearing none we'll proceed with the vote Councilman Peterson moved, Councilman Labatt seconded that the City Council approves Site Plan Planning Case #05-40, plans prepared by Schnell & Madsen, Inc., dated November 10, 2005, for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park 6tb Addition, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park 6`s Addition) is required as part of the site plan. 3. The developer shall install site furnishings including benches, bicycle racks, and tables 4. All signs shall require a separate sign permit. 51 City Council Meeting — Ja4n ary 23, 2006 • 5. Mechanical equipment, either roof -mounted or at grade, must be screened. 6. The building must be protected with an automatic fire sprinkler system. 7. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 8. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 9. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. 10. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park 6`" Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4`h Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park Oh Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4`s Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. 11. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 12. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 13. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. 14. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. B. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. 16. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. 52 City Council Meeting — January 23, 2006 17. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 19. A professional civil engineer registered in the State of Minnesota must sign all plans. 20. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24- hour storm event with storm sewer drainage map prior to building permit issuance. 21. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 22. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 23. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. 24. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. 25. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPGA, Department of Health, Watershed District, MnDOT, etc. 26. On the utility plan show all the existing utility sewer type, size, slope and class. 27. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. 28. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 29. Yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. 30. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. a. #1-1990 regarding fire alarm systems, 53 City Council Meeting — January 23, 2006 • b. #4-1991 regarding notes to be included on all site plans, c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, f. #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems." 31. The applicant will work with staff to identify a durable material for the top of the silo which does not include canvas. All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS: Mayor Furlong: Any council presentations? Okay. There was, Mr. Gerhardt and I did attend, a week ago Saturday Carver County, the Emergency Preparedness Meeting was put on by Carver County. It was very well attended. It was nice to see from across the county, including cities, townships, school districts, and I think the flavor that I took away from that is we're well prepared as a county and we have a good emergency operations plan in place. We put part of it to use when the President visited just over a year ago, in terms of the emergency operation center and there seems to be good coordination between the different levels of government in this area. That meeting itself I think demonstrated that we had for example, which was very nice to see. Our city is served by two school districts, both 112 and 276, Minnetonka and Chaska school districts and there were representatives from both school districts there at that meeting, which was I think from most school districts across the county as well so, it was a good meeting and, there continues to be different levels of government working together from an emergency preparedness standpoint so. Other discussions or council presentations? Seeing none, administrative reports Mr. Gerhardt. ADMINISTRATIVE PRESENTATIONS: Todd Gerhardt: Just want to update the council, the storm water study is done. We'll be having a joint meeting with the Planning Commission at our work session on February 13`" so we'll update you on the progress and final draft of the study. Update on the water treatment plant. This coming Wednesday all the foundation walls will be up. They will then in the next couple weeks be capped off. Little bit of utility work to be done so we're out of the ground and that's a good thing. Paul's promised me he won't find any other surprises out there. Councilman Labatt: How many did you find? Todd Gerhardt: Oh, quite a few. But that project's moving along. The mild winter we have, they continue to work every day. If you noticed the boom truck pouring cement, so it's been nice. We already talked about the depth at Lake Ann. We're looking at 9 to 11 inches of ice out there. We will not be allowing people to drive out onto the lake, but 9 to 11 inches is more than enough to handle the crowds that we usually attend the February Festival. And then you have a park commission meeting tomorrow night and so Todd Hoffman will be there. Staff as usual and 54 Planning Commission Meering — January 3, 2006 5. Overstory plantings shall be added to the understory totals for bufferyard plantings. 6. Detailed lighting plans shall be submitted including photometrics and type of light fixture. The ordinance requires no more than 0.5 foot candle at the property line. Only downcast shielded fixtures are allowed as required by ordinance. Any security (motion detection) lighting should also be shown. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Papke moved, McDonald seconded that the Planning Commission recommends approval for Conditional Use Permit 05-30, for the construction the electric substation and a 10 foot wall with the following condition: A security fence as specified in the National Electric Safety Code shall surround the Distribution and Underground Electric Distribution Substations. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Papke moved, McDonald seconded that the Planning Commission recommends that the City Council approve a Resolution Declaring No Need for an Environmental Impact Statement for the Minnesota Valley Electric Substation. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: JACOB'S TAVERN: REQUEST FOR SITE PLAN APPROVAL FOR A 6,808 SQUARE ARCHITECTS, PLANNING CASE NO. 05-40. Public Present: Name Address Truman Howell 17815 Hutchins Drive, Minnetonka Jacob, John & Joan Howe-Pullis 1385 Wildflower Lane, Chaska Scott Thorpe 6716 Point Drive, Edina Bob Generous presented the staff report on this item. Sacchet: Thanks Bob. Questions from staff. Yes Jerry, do you want to start? McDonald: Okay, you talk about the gables. What's the difference between what you're proposing and what we have on these drawings? Generous: It's just the type of roof element. Instead of having, a shed dormer has this flat roof that comes off the building. What I was proposing was that they provide gables, basically taking 12 scmmrD Planning Commission Mee — January 3, 2006 • this element and putting it above the windows so you'd have separate units. It would help to maintain, what we were looking at was the continuity of these peak elements and also this elevation. However again the applicant provided this type of roof treatment specifically and I want them to be able to address that to you. McDonald: Okay. The only question I have. Sacchet: Debbie. Larson: How about, before you go away. Sorry. So, is it just a design feature oris it a feature of how it functions? Generous: It will be aesthetic. A design feature on this. So both of them. Larson: Okay. So it's your opinion against their's at this point? Generous: Correct. Larson: Okay. Keefe: I've got some. Sacchet: Go ahead Dan. Keefe: Am I next? Sacchet: Yeah. Keefe: Okay. You know on page 2 and you talk about the height of the roof is 37 feet however the building height is calculated as 29 feet, since by code only half the roof height is included in the building height calculation. I'm not sure I understand what that was intended to mean. Generous: It's just a technicality. We say that the building height is 29 feet but it's actually, if you go to the peak of the roof, it's 37. Keefe: But you don't take the 37, you just go. Generous: No, because you take out half of that roof elevation basically... Keefe: Okay. Then. Generous: Either way it complies with the ordinances. Keefe: The fagade transparency section on page 5, I'm not sure what is meant by that. It says due to the use of a wrap around veranda, almost 100% of the western elevation, visual transparency is viewed by the public. I'm not sure what. 13 Planning Commission Meeting — January 3, 2006 • Generous: Well normally when we look at a building, if you take this north elevation we would only, we would count this entire space and this would have no transparency. By adding these elements you're creating an outdoor room and so you're giving that depth of visual perception of looking into a building so you have the opening that would be required under our ordinance, and we only say half of it and they provided an entire wall basically with that opening. Keefe: I see what you're saying. Alright. The parking easement for the use of 9 stalls with Holiday Inn Express. What are the hours of operation that they're proposing for the restaurant, do you know? Generous: I'm not sure. Maybe you can ask the applicant. Keefe: Yeah, I guess the one question I have in regards to that would be whether, I'm not sure whether the Holiday Inn is ever at capacity in the evenings and whether we may end up with some capacity issues on that site for parking. What's your sense on that? Generous: Well to date whenever I've been out there, there's lots of vacant empty space. Keefe: Right. Yeah, but if this restaurant, say this restaurant really takes off... Generous: Hopefully they're also staying at the hotel and restaurant and visiting other facilities, and that's the whole idea that this is very convenient for the hotel to have this there. People can be staying there and you're walking over and then they take up space so if someone came there, theoretically couldn't go in anyway. Keefe: Right. The intersection, in terms of the level of service, I mean currently is that, what is that intersection? Are we talking about the comer of Century and 5? Generous: No, it's the median opening that, for the two driveways off of Century. Keefe: So if one goes over to the daycare facility... use the bank right, and is that a straight curb cut then? Generous: Yes. It's straight across from, this is like an intersection and initially staff was concerned about that. What the turning movements and so right now it's still operating at an A, very good level of service but you don't have full development out there. Keefe: Alright. How is the 5, and I know we talked about this a little bit I think when Lifetime came in, in terms of the level of service of 5 and Century. How is that intersection operating? Generous: I believe it's still good. Actually, one of the future items we're going to look at is past traffic studies and what's the reality versus what was... Keefe: So adding this particular use. 14 Planning Commission Meeting — January 3, 2006 • Generous: It was contemplated under the entire project and those improvements out there were designed to accommodate that. Our only issue wasn't at 5 and Century. It was down in the site. Keefe: Right because if you get a lot of people turning in at a particular time, and they use the restaurant and/or the hotel, you're going to back up potentially to 5. Generous: And that was the movement that was the worst was the left tum out from the retail on the west side of Century from the original studies. Keefe: Okay. But at least as we know now, the traffic patterns are still operating pretty well and we don't anticipate that this, we don't know exactly what will happen but what we think might happen isn't going to degrade it substantially or what do we think? Generous: We don't believe it will but we wanted to continue that condition 4 just because they were, the applicants weren't involved in that original subdivision. We wanted to make sure they were aware that this had been an issue at one time. Keefe: Let me just take it one step further. If we find out, and how do we determine whether it's operating fully or not? I mean just the number of people or accidents or? Generous: Alyson maybe. Fauske: At one of the future Planning Commission meetings staff would like to get Planning Commission's direction as far as what you would like to see as the follow-up on some of these traffic reports that we're getting for some of these sites. That's one of the questions that we'll get direction from you at a later date. As far as answering your question, how do we determine that, that's something we can discuss at that meeting but it would require a traffic count. Typically what we get in traffic counts right now is just straight through traffic. We don't get turning movements, so we would have to look at putting out some more traffic counts to count the thru traffic. The turning movements and such and from there determine the level of service. Keefe: Okay, so in order for the condition that you've got in here which would, what would happen if the condition was found to be a level of service that wasn't appropriate? Wasn't good. We'd not allow that curb cut? Would we put in a semaphore or some sort or what would be the? Fauske: Well, we could look at the recommendations from the original traffic report and then as far as the costs are concerned, it says the businesses in there are assessed 100% of that cost so the taxpayers will not be incurring any of those costs. Keefe: So it could be that that median becomes solid all the way across in the long term but I can't imagine that wouldn't, either you'd have to get all the business's agreement to that right? Generous: No, it's not based on this. It would be true through the review of the, or accidents or stacking. You know instead of closing it completely, a directional tum may be one of the results of it to eliminate some of the conflicting turning movements. 15 40 Planning Commission Mee ting — January 3, 2006 Keefe: Alright. Good, that's it. Sacchet: Kurt. Papke: I guess it's great to see a project like this come to Chanhassen but I'm really struggling with the fake silo. What kind of feedback have you received on the aesthetics of this silo? And you know, it just seems very incongruous and I'm a little concerned with the big berm there. It's going to look like a missile silo peaking over the top of the hill. I'm just curious if you've received any feedback on the aesthetics. Generous: I've had it both ways. Some people don't like it. Others say you know, the site used to be a farm site so it sort of goes back to that heritage. Papke: It also harkens back to the other fake silo on. Generous: The one up here on Village on the Ponds, yes. That's what I looked at when I saw that. Oh, finally book ends to the community. Just a little bigger. Actually there's different things they can do with this you know. Maybe it's a decorative element and during the holidays with lights on it. Papke: On a not totally unrelated vein, is there any need for any lightning antenna because this might be a great candidate for a lightning strike there. Generous: We can have the applicant, architect answer that if you don't mind. Papke: Okay. What, is there any city code or regulations surrounding that sort of thing? I don't recall. Generous: There may be building code requirements and that our building official would review and the architect may know. Sacchet: Is that it for questions? Yeah, I think what's left of question is for the applicant so with that I'd like to ask whether we have an applicant. If you want to come forward please. If you state who you are. Where you're from and if you want to add anything to what staff presented and we may have some questions for you. Truman Howell: Thank you very much lady and gentlemen of the Planning Commission. My name is Truman Howell. Truman Howell Architects and with me tonight I have the owners of the project, John and Joan and Jake Pullis. They're here tonight to observe our city in motion. The comments I think I can try to address any questions that you have. We probably will maybe have some disagreement on some aesthetics apparently but the initial direction from my clients was that we take the vernacular of the area, the upper Midwest and do something unique with it. Something stylized. I'm not sure you're aware that the silo is not a closed structure. It is open, as well as the peaks on the top of the back portion of the building. Those are also open and in steel. The idea quite frankly for those came from French cities, and I don't know if you've seen photographs or been there or whatever, but there were many French towns that had for steeples 16 Planning Commission Meeting — January 3, 2006 • on their church, these very lacy and very nice steel, just steel cupolas and tops. And so when I was dealing with the farm feel or the farm look to this, it suddenly dawned on me, if that silo, is a strong element but to make it useful and attractive we would open it up and we'd put some fabric at the top and so that fabric at the top of that, not metal. Okay? So we're trying to keep it light. In reference to the windows, the, and I don't know if we can use either one of those I guess. What I would like to do, can we look here? Okay. You're moving, I'm moving. Great, okay. If you can imagine now this building is going to be seen in 3 dimension so you're not going to see ever probably this face just as you see it here. So when you're arriving you're going to be seeing this enormous cupola or basically an A -frame looking element. And as you come around the building then you begin to pick up pieces of this. Now if you'll take a look, and if you were, imagine in your mind that you're going to take those 3 windows and you're going to put dormers on them. Now all of a sudden in my mind it takes away from anything we're doing with the silo and anything we're doing with these two elements on the back. We wanted to keep it low key and something that would enhance the look of these other elements there. And so that's why we didn't use that. As a matter of fact in one of the early designs we did use some dormers. We put them in a somewhat different location but again it began to be what we see, what I see a lot of today which is dormers on top of dormers on top of dormers on top of dormers, and I finally, I rebelled and fortunately my clients agreed with me. So we're casting no aspersions to anyone else's feelings about it because I think you know aesthetics is always very personal. I understand that that is another way to do it. We happen to choose to do it this way and we think it's simplifies an otherwise potentially very busy element. In terms of the parking, cross parking for the restaurant and the hotel. You'll find throughout the country that hotels want restaurants and restaurants want hotels and they do, the timing works out well for them. I've done about 200 hotels and boy, let me tell you. Every time there's one, the first thing you look for is where that's restaurant to go next to it. And well we've all done that when we've traveled, and so I think that, and certainly the parking part of that, while there are some situations where it is not good, this one in my mind and in my experience is going to be very adequate to handle both functions, because they really will be working at somewhat different times, even though they do overlap slightly. I'm open to questions. Sacchet: Any questions from the applicant? Mark. Undestad: Yes. With the gable up on the roof there, the length of that upper windows across there. Truman Howell: Yeah. Undestad: Okay, if you're looking at that, the length of that and you were to put that gable on there, how tall would that be? Truman Howell: On all 3 of them or 3 of them individually? Undestad: Well, what were you thinking Bob? 3 individual or one? Generous: I was thinking of separate, individual ones. 17 Planning Commission MeeJing — January 3, 2006 Truman Howell: Well, boy I just don't, I see if you put them compatible with the, say the two elements on the left hand side there. You're going to be coming pretty close to the peak I would think. Undestad: Right, so that's why I'm looking at here when you kind of pencil that out on your peak drawing, if you brought those up, that kind of comes almost to the top of there. Truman Howell: Yeah, yeah. Because I don't think you'd want to, I don't think you'd want a low one. Similar to the slope on the bottom there. Again in my mind but. Undestad: And I think you're right. It's that vision coming straight into. Truman Howell: Yeah, because that's going to be a ponderous thing coming in the front of it. You're really looking at something, this thing is very strong. Undestad: And the top of the silo you said was a fabric. Truman Howell: Yeah. Undestad: What type of fabric? Just a canvas? Truman Howell: What does Hoigards make? Awnings, yeah. Larson: So does that need to be replaced at some point? Truman Howell: Sure. Yeah. Yep, probably. Get Bob up there and change it. Sure. I'm sure it will over time. It will fade. I have one over my office entry and we're due. Been a couple -3 Years. Sacchet: Any other questions? Kurt? Papke: Lightning rod? Truman Howell: Oh, oh lightning rod. You know I don't know. I'm sure our electrical engineer is going to ground this baby. I know you're right. Maybe we'll, I wonder if the radio station, do you have a radio station? We could do that but I definitely, if that's a requirement by any code, believe me there's no way in the world we want people in a hazardous situation, and we definitely will look into that for you. John Pullis: I wonder if the commission understands the functional aspect of the silo. Truman Howell: Oh, sorry. That was a big part of the design. Thank you John. Well, if you look at the plan, it's on A -I on your drawings. Here I'll try to, this is a very light drawing on the screen. Can you see that? Okay. Now do you see up towards this upper left hand portion. See this element here? Okay, that is the bottom of the silo. Those individual pieces are the steel that starts at the core there, and goes up, and it actually frames 3 fireplaces. The one fireplace is at Im Planning Commission Meeting — January 3, 2006 the bar area. The second fireplace is in the waiting area. The third fireplace goes out onto the deck, which then based on the site plan you go right out to the, I think Bob displayed or talked about the fire pit outside, and so that is all related and that's why, that's kind of, I should have said that's part of the silo. Larson: Is there like a skylight or something or does it just come out of the smokestack? Truman Howell: No. No, it comes right out of the roof. Sacchet: So you can have sausages and smoke them. Truman Howell: The lighting is going to be fabulous around that. It's going to be amazing. You should see his menu. His menu is unbelievable. Sacchet: Yeah, what's the menu? In fact I want to hear, what kind of restaurant are we getting here? Wow, they come prepared. No kidding. I'm impressed. I love it. Truman Howell: Yeah, this will make your mouth water. This stuff is. Larson: And then does the Planning Commission get like a free meal there? Sacchet: Now we're getting in trouble. Truman Howell: It might have something to do with the outcome this evening. Sacchet: I have another question for you. Site furnishings, like staff made a statement that they're assuming there would be a good weather seating during the warm season on the patio. Is that an accurate assumption? Truman Howell: Sure, yes. Sacchet: And then there's actually a condition about site furnishings, benches, bicycle racks, tables, I guess that's a given because we want to confirm with you where you stand with that. Truman Howell: Not a problem. Sacchet: No problem there. Joan Pullis: We don't have numbers on that. It's not specified how many bike racks or how many benches or... Sacchet: I think that's for you to figure out. Truman Howell: We'll be able to do that. Sacchet: Yes Kurt, you have something more? 19 Planning Commission Mele ng — January 3, 2006 Papke: The fire pit, any safety issues with the fire pit? Is there going to be any kind of railings or what? Truman Howell: Yes. There is a railing around it, and I think it shows on the site plan if I'm not mistaken. Oh boy. Okay. Now this larger circle is actually the fence around it, so nobody can just walk up. The fire pit itself is actually a raised element so it's not sitting down in a pit. No, you can't fall into it. You walk around it. Actually they're commercially made now. I was amazed. McDonald: I have one question for you. On the skylight, or on the lights. The function is as a skylight, help light that forward area. It's the 3 windows that we're talking about. So we're talking about dormers, okay. Thank you. Sacchet: I'm studying the menu. Forgive me. Keefe: Do we know what the hours are? Truman Howell: Ah, that was a question, was there not? I think it's noon on, right? John Pullis: No, we're open earlier. 11:15. 10:00. 10:00 or 10:30 maybe. Keefe: I have a question in regards to the site plan. It references in the report about needing to tie into the existing paths. There's a path system on the south side and on the west side. Truman Howell: Yes. Keefe: And I'm not seeing where you do that on your plan. Maybe you can kind of. Truman Howell: I can show you where those are. This is a sidewalk here. Here's the drive under for the hotel, okay? So you're probably familiar where it actually exists. Across that driveway, this is the driveway here. Across there is this upper, or the northern walkway. It actually walks clear around this enclosed outdoor area, and comes around to the front of the building. On the south side it goes past the entry into the dumpster area, trash enclosure area and goes along side of that and along the south side and across and up to the front, as well as if you can follow my finger here, going across here. Across the parking lot, out to I believe there's a walkway. Keefe: Okay. And then that walkway will then tie into the, ties into that path on the south, is that right? Generous: Well there's nothing on the south. It goes to Century. Remember there's a sidewalk on the, or a trail on the both sides of that. And then just to the south, there's a trail system around the wetland complex that is part of the 6`s Addition we had the developer put in and it tied it over to the east side which had been started with Autumn Ridge development. 20 Planning Commission Meeting — January 3, 2006 Keefe: Right, so in regards to tying into that trail system, the way that we would tie into it has really gone to the west here. Generous: Right, out to Century and then down. Keefe: Via this walkway which essentially is a walkway through the parking lot and then across to the sidewalk, correct? Generous: Right. Sacchet: Any other questions from the applicant? Anything more you'd like to add from your end? Truman Howell: Nothing. Sacchet: Thank you very much. With that, I'd like to open the public hearing. If there's anybody here that'd like to address this item, this is your tum. Seeing nobody that gets up, I'll close the public hearing. Bring it back to the commission for comments and discussion. Any comments? Any discussion? Larson: A comment. Sacchet: Yes, go ahead Debbie. Larson: Okay, regarding the windows. Okay, I'm a designer by trade so I'm looking at this and I'm thinking I really like it and I'll tell you why. What they've done is they've taken an old idea, an old concept that to me looks like an old farm house or an old church or an old something, and they've put a modem swing to it. And it looks a bit more contemporary on the side, which brings it up to current times and that's why I personally like the flat window look because like the applicant, or architect. What are you? Sacchet: Architect. Larson: Architect said. You've got round. You've got square. You've got you know that cupola. But this particular site tends to have more of a modem look to it to me and the front tends to be more old fashion looking and I think it's just a wonderful blend of both. So as it stands, the silo is a little puzzling to me other than the fact that it's kind of cool looking and like you said, bookend for the other end of the city. I think it's neat so with that said, I think it's wonderful. Sacchet: Any other comments? Jerry. McDonald: Well I guess the only comment that I would make is that you know the whole thing about the windows to me is a design issue. I don't know the first thing about design. I say that's up to the applicant to put in what he wants at that point. There's nothing in the code that I'm aware of that would really dictate that we get into this. So I guess I see this as more of a non - 21 Planning Commission Meering — January 3, 2006 • issue. You have a silo and it's an interesting concept. So I really have no problems with the design of this. I mean it meets everything as far as code. It's probably going to fit in at that area. We've got a lot of different architecture going on down there and I think this kind of helps to stand out a little bit and also this with the silo, the one thing you've got going for it, it will become a landmark. So you know, from that standpoint I'm perfectly acceptable with the plans. Sacchet: Thanks Jerry. Anything else? Just to echo a little bit the design part. I think that's, in this case is I would think is an applicant thing. I would also point out that from the western elevation, it actually the harmony with the flat roof is a nice touch, and that's really the main elevation that's going to be seen. Whether we have the dormers, I think would actually take away from that look that you put together there. So I would think that condition number 4 could be struck out. And it's just wonderful to see a restaurant coming in there. Really excited about that. So I'd like to have a motion. Yes, you have another point or? You want a motion. Go ahead Jerry. McDonald: I make the motion that the Planning Commission recommends approval of Site Plan Planning Case 05-40, plans prepared by Schoell & Madsen, Incorporated dated November 10, 2005 for a 6,808 square foot restaurant on Lot 1, Block 1, Arboretum Business Park 6th Addition, subject to the following conditions, 1 through 35. Sacchet: 31 McDonald: 31. And I would accept a friendly motion about number 4. Sacchet: So you strike out number 4? Okay. We have a motion. Is there a second? Larson: I'll second. Sacchet: We have a motion and a second. Any friendly amendments? McDonald moved, Larson seconded that the Planning Commission recommends approval of Site Plan Planning Case #05-40, plans prepared by Schoell & Madsen, Inc., dated November 10, 2005, for a 6,808 square -foot restaurant on Lot 1, Block 1, Arboretum Business Park 6th Addition, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. A recorded parking easement for the benefit of Lot 1, Block 1, Arboretum Business Park 6th Addition for the use of nine stalls on the Holiday Inn Express site (Lot 2, Block 1, Arboretum Business Park 6th Addition) is required as part of the site plan. 3. The developer shall install site furnishings including benches, bicycle racks, and tables. 4. All signs shall require a separate sign permit. 22 • 0 Planning Commission Meeting — January 3, 2006 5. Mechanical equipment, either roof -mounted or at grade, must be screened. 6. The building must be protected with an automatic fire sprinkler system. 7. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 8. The building owner and or their representatives shall meet with the Inspections Division to discuss plan review and permit procedures. 9. Pedestrian ramps shall be provided in all locations where the sidewalk ends at a curb. 10. The full access driveway onto Century Boulevard is allowed. However, should the driveway cease to operate in a safe manner in the opinion of the property owners of Lots 1 or 2, Block 1, Arboretum Business Park 6"' Addition, or Lots 1, 2 or 3, Block 1, Arboretum Business Park 4'h Addition, or if any of the following conditions are met, the property owners of Lots 1 and 2, Block 1, Arboretum Business Park 6'h Addition and Lots 1, 2 and 3, Block 1, Arboretum Business Park 4'h Addition shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F' at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. 11. The slope located along the southern property line shall be seeded with a native grass mix and left natural. The applicant will be allowed to mow along the parking lot and trail if necessary. 12. Storm water calculations shall be submitted to ensure the existing downstream storm water infrastructure is sized adequately for the proposed development. 13. Two details for silt fence are included on the detail sheet. The old detail for silt fence (Detail 5300 last revised January of 2003) should be removed from the detail sheet. The plans should be revised to show inlet protection around all storm sewer inlets. 14. Wimco-type inlet controls should be specified for inlet protection. Inlet protection shall be provided for existing catch basins immediately adjacent to the project. 15. During installation of the proposed storm sewer infrastructure to the existing storm sewer, temporary caps or plugs should be provided until the installation of the pipes and inlets are complete. 16. A temporary cover of mulch and seed is needed within 14 days of final grade for any exposed soils or if any exposed soils are not actively worked within a 14 -day time period. 23 Planning Commission Mee g — January 3, 2006 • 17. Any sediment tracked upon paved surfaces must be scraped and swept within 24 hours. 18. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 19. A professional civil engineer registered in the State of Minnesota must sign all plans. 20. The applicant will be required to submit storm sewer sizing design data for a 10 -year, 24- hour storm event with storm sewer drainage map prior to building permit issuance. 21. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 22. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 23. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. 24. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575.00 per unit for sanitary sewer and $4,078.00 per unit for water. 25. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. 26. On the utility plan show all the existing utility sewer type, size, slope and class. 27. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. 28. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. 29, yellow curbing and "No Parking Fire Lane" signs will be required. Contact Chanhassen Fire Marshal for exact location of yellow curbing and location of signs to be installed. 30. Builder must comply with the following Chanhassen Fire Department/Fire Prevention Division Policies. a. #1-1990 regarding fire alarm systems, b. #4-1991 regarding notes to be included on all site plans, 24 • 0 Planning Commission Meeting — January 3, 2006 c. #7-1991 regarding pre -fire drawings, d. #29-1992 regarding premise identification, e. #34-1993 regarding water service installation, E #36-1994 regarding proper water line sizing, g. #40-1995 regarding fire protection systems." All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: CMUSTENSEN SUBDIVISION: REOUEST FOR SUBDIVISION OF PROPERTY INTO 2 SINGLE FAMILY LOTS WITH VARIANCES ON PROPERTY LOCATED AT 6710 GOLDEN COURT AND ZONED RESIDENTIAL SINGLE FAMILY, APPLICANT ROBERT CHIRSTENSEN, PLANNING CASE NO. 05-44. Sharmeen AI-Jaff presented the staff report on this item. Sacchet: Thanks Sharmeen. Questions from staff. Kurt? Papke: The staff report, bottom of page 5 you state that the driveway to Lot 2 must be shifted so that it is at least 10 feet from the property line. Could you point out where that short coming is? I wasn't quite able to make it out. Fauske: Here's your pipe for drainage and utility and the driveway is a couple feet from that location. At this location and it's a difficult plan to read. The dark brown line here shows the actual property line, following my pen here. That's the 5 foot drainage and utility. Here's the driveway. So our ordinance reads 10 feet from the property line. That's where we're getting that from. Papke: So if you shifted, what to the north, are you going to run into the same thing? Do you have enough space? Fauske: No. 10 feet right here so we can shift it over a few feet to meet ordinance. Papke: You're not going to have them narrow the driveway? There's enough room to move it? Sacchet: Any other questions? No other questions from staff? Thank you Sharmeen. With that I'd like to ask if we have an applicant? If you want to come forward. If you have anything to add, please do so. State your name and address for the record please, and if you can pull the microphone towards you so we get the sound. Yep, there you go. Robert Christensen: Robert Christensen, 6710 Golden Court. I think the question was, that number 5, moving, it was Lot 2 which is where my house is located. Sacchet: There it is. 25 Date: December 5, 2005 City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department By: Bob Generous, Senior Planner Subject: JACOB'S TAVERN: Request for site plan approval for a 6,808 square -foot restaurant building on 2.02 acres located at the southeast corner of Highway 5 and Century Boulevard. Applicant: Trtunan Howell Architects. Planning Case: 05-40 The above-described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 2, 2005. The 60 -day review period ends January 31, 2005. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and Proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on January 3, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 23, 2005. 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 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. lower Minnesota River c. Minnehaha Creek 9. Telephone Company west or SprinvUnited) 10. Electric Company (Xcel Ener¢v or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco aCANNEY 04 Minnesota Department of Transportation O11G �a Metropolitan District Waters Edge JAN 1 � 2006 1500 West County Road B-2 Roseville MN 55113-3174 CITY OF CHANHASSEN January 9, 2006 Ms. Sharmeen Al-Jaff City of Chanhassen, Planning Department 7700 Market Boulevard Chanhassen, Mn 55317 Subject: Jacob's Tavern Site Plan Minnesota Department of Transportation (Mn/DOT) Review # S05-111 Southeast quadrant, Trunk Highway (TH) 5, and Century Boulevard Chanhassen/Carver County Mn/DOT Control Section # 1002 Dear Ms. Al-Jaff- Thank you for the opportunity to review the above -referenced site plan. The Mn/DOT Metro District has reviewed the plan. Please incorporate these additional comments with those that were originally mailed to the City in our letter (enclosed) dated September 4, 2003, Mn/DOT Review # P03-089, Holiday Inn Express and Suites Chanhassen. Please respond to these comments prior to any further development: Traffic: Mn/DOT is still very concerned with the existing full access entrance onto Century Boulevard and its close proximity to the signalized intersection of TH 5 and Century Boulevard. The arrangement as proposed may operate for a few years, but it is foreseeable that it will ultimately result in a significant traffic bottleneck that will affect the safety and operations of the TH 5/Century Boulevard signalized intersection. Mn/DOT strongly recommends to the City that the median be closed and a Right LOU& Out Only entrance be allowed. At a minimum, if the median is to remain open, a Left Tum Lane should be provided on southbound Century Boulevard immediately prior to the median opening. For questions on these points, please call Lars Impola, Mn/DOT Metro District Traffic Engineering, at (651) 634-2103. Water Resources: A drainage permit may be required for this proposed development. To determine if a drainage permit is required, please provide the following information: ➢ At Catch Basin #1, there is a reference to an inplace eighteen (18) inch Reinforced Concrete Pipe. Please provide information on the owner of the Reinforced Concrete Pipe, as well as information on where the pipe outlets. An equal opportunity employer ➢ In the trash enclosure there is a Catch Basin, which drains out to the edge of the property line. It appears that the line connects to an inplace Catch Basin and drainage system, which drains the parking lot. ➢ Please provide information on the size of the pipe in the inplace Catch Basin and drainage system, as well as information on the ownership of the pipe, and information on where it outlets to. For any questions on these points, please call Richard Cady, Mn/DOT Metro District Water Resources Engineering, at (651) 634-2075. Permits: • If the monument sign shown on the proposed plan is on Mn/DOT right of way, it will need to be moved off of the Mn/DOT right of way. Any work impacting Mn/DOT right of way will require a permit. Permit forms are available from MnDOT's utility website at www.dot.state.mn.us/tecgW/utility . Please direct any questions regarding permit requirements to Buck Craig (651-582-1447) of MnDOT's Metro Permits Section. State Aid: As a reminder, the portion of Century Boulevard involved in this proposed development is Municipal State Aid (MSA) roadway Route 118. Any work on a MSA route must meet State Aid rules and policies. Also, the City must review any changes to its Municipal State Aid roadway system so that they stay within its system limitations. Please note that MSA Route # 118 is Carver County's jurisdiction and the County must have the opportunity to review and comment on the development as well. You may obtain additional information regarding State Aid rules and policies in any of the following ways: ➢ http://www.dot.state.mn.us/stateaidl shows or has links to the applicable forms and the Mn/DOT State Aid Manual. ➢ Refer to the Mn/DOT State Aid Manual, Chapter 5-892.200 for information regarding standards and policies. ➢ Please go to http://www.revisor.leg.state.mn.us/azul&8820/ for information regarding State Aid Operations Rules Chapter 8820. ➢ For driveway standards, the designer is directed to refer to the Mn/DOT Road Design Manual (English) Table 5-3.04A and Figure 5-3.04A for guidance and policies. Please contact Jim Deeny in our State Aid section at (651) 582-1389 with any additional questions. As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Development Review Coordinator Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's 30 -day review and response process to development proposals. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions, please feel free to contact me at 651-582-1462. cerely, CIE 'M!cNeff�/ Transportation P1aan Enclosure - 1 cc: John Freemyer, Carver County Surveyor, Cologne, MN Roger Gustafson, Carver County Engineer, Cologne, MN Jared Jones, Schoell & Madson, Inc., Engineering, Minneapolis, MN Minnesota Department of Transportation Metropolitan Division Waters Edge 1500 West County Road B2 Roseville, MN 55113 September 4, 2003 Sharmeen Al -Jail' Planning Department, City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 SUBJECT: Holiday Inn Express and Suites Chanhassen, MxMOT Review #P03-089 SE Quad of TH 5 and Century Blvd. Chanhassen, Carver Co. Control Section 1002 Dear Ms. Al-Jafl: The Minnesota Department of Transportation (Mn/DOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Mn/DOT is very concerned with the proposed full access entrance onto Century Boulevard and its close proximity to the signalized intersection of TH 5 and Century Boulevard. This entrance will have a negative affect on the intersection creating a bottleneck that will affect its safety and operation. Southbound traffic turning left at the median opening will be forced to cross queuing traffic for the signal. This is an undesirable traffic proposal. Mn/DOT strongly recommends to the city that the median be closed and a right in right out entrance be allowed. At a minimum, if the median is to remain open a left turn lane should be provided on southbound Century Boulevard immediately prior to the median opening. Preventing these types of traffic problems prior to development is much easier than fixing them after the development is established. Please contact Lynn Clarkowski, Mn/DOT Area Engineer, at (651) 634-2103 regarding this issue. ■ The proposed monument sign within Mn/DOT's right of way must be relocated off of Mn/DOT right of way. Please direct questions regarding this issue to Keith VanWagner (651-582-1443) of Mn/DOT's Permits section. ■ All of the drainage is running away from TH 5. At this time there is no drainage permit required. If there are changes to the proposal and the drainage patterns are changed Mn/DOT will need to review those changes. An equal opportunity employer • The plat needs to show Mn/DOT's access control along TH 5 and identify inplace monuments. Please make these changes and send a copy of the final plat for Mn/DOT review to the following address: David Torfin Mn/DOT — Metro West Surveys 2055 N. Lilac Drive Golden Valley, MN 55422 Phone: (763) 797-3113 As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Paul Czech Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's review and response to development proposals. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If you have any questions concerning this review please feel free to contact me at (65 1) 582-1378 Sincerely, Bn� d Senior Transportation Planner Copy: Roger Gustafson / Carver County Engineer John Freemyer / Carver County Surveyor Schoell and Madson, Inc. Mn/DOT LGL File — Chanhassen Mn/DOT Division File CS 1002 Roger Gustafson Carver County Engineer CITY OF CBANNSEN 7700 Market Boulevard PO Boz 147 Chanhassen, MN 55317 Administration Phone: 952227.1100 Fax: 952 227.1110 Building Inspections Phone: 952 227 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax 952.227.1110 Park & Recreation Phone. 952227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Bob Generous, Senior Planner FROM: Mak Sweidan, Engineer O DATE: December 21, 2005 SUBJ: Site Plan Review for Lot 1, Block 1, Arboretum Business Park 6th Addition (Jacob's Tavern Restaurant) Land Use Review File No. 05-12 Upon review of the plans dated November 4, 2005, prepared by Schoell & Madsen, Inc., I offer the following comments: GRADING, DRAINAGE & EROSION CONTROL The site was previously rough graded in 2004 under the Holiday Inn Express project. The applicant is now proposing to fine -grade the site west of the Holiday Inn building to an approximate elevation of 971.00 for the proposed building pad and parking on Lot 1. At this elevation, stormwater from the building and parking lot will drain toward the proposed and existing catch basins and be conveyed via storm sewer to the existing Century Boulevard storm sewer. Storm sewer design data for a 10 -year, 24-hour storm event will need to be submitted for staff review prior to building permit issuance. The plans show a 2 -foot high retaining wall along the north side of the parking lot to the north. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. UTILITIES Municipal sewer and water service is available to the site from stubs on the south and northeast side of the lot. The watermain and municipal sewer lines will be considered private utility lines since they will serve only one lot. The underlying property has been previously assessed for sewer and water improvements and those assessments have been paid. According to the City's Finance Department records, there is no remaining assessment on the parcel. However, the sanitary sewer and water hookup charges will still be applicable for the parcel. The 2006 trunk hookup charge is $1,575 for sanitary sewer and $4,078 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. The City of Cha nhassen • 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. Bob Generous December 21, 2005 Page 2 All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will have to be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT, etc. STREETS No public streets are proposed as part of this project. The applicant is proposing full access to the site from the shared private street with Holiday Inn off Century Boulevard. Since the private street serves multiple lots, cross -access easements will need to be obtained and recorded against the lots. The applicant must be aware that Lots 1 and 2, Block 1 of Arboretum Business Park 6th Addition final plat were approved under the condition that the full access driveway onto Century Boulevard will be allowed; however, should the driveway cease to operate in a safe manner in the opinion of the property owner, or if any of the following conditions are met, the property owner shall be assessed 100% of the costs incurred to correct the conditions in a fashion acceptable to the City of Chanhassen: a. Level of service "F" at the intersection during peak AM and PM times. b. Level of service "D" or below at the intersection during non -peak times. c. Significant accidents that are attributed to the configuration of the intersection occur that indicate a mutually recognized safety concern at the intersection. RECOMMENDED CONDITIONS OF APPROVAL A professional civil engineer registered in the State of Minnesota must sign all plans. 2. The applicant will be required to submit stone sewer sizing design data for a 10 -year, 24-hour storm event with storm sewer drainage map prior to building permit issuance. 3. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 4. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 5. Add the latest City Detail Plate Nos. 1004, 5214, 5300 and 5302. Bob Generous December 21, 2005 Page 3 6. The site will be subject to City sanitary sewer and water hookup charges at the time of building permit issuance. The 2006 trunk utility hookup charges are $1,575 per unit for sanitary sewer and $4,078 per unit for water. 7. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the MPCA, Department of Health, Watershed District, MnDOT. etc. 8. On the utility plan, show all the existing utility sewer type, size, slope and class 9. Cross -access easements for the shared driveway access must be obtained and recorded against the lots. c: Paul Oehme, Public Works Director/City Engineer Alyson Fauske, Assistant City Engineer g:\eng\projects\jacobsrestaurant\ spr.doc 0 0 Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) CATR OF CHANHASSEN Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized COUNTIES SPS IN agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- NOTICE OF PUBLIC HEARING lager and has full knowledge of the facts herein stated as follows: NOL PLANNING CASE N0.0590 EISHEREBYGIVENtIat (A) These newspapers have complied with the requirements constituting qualification as a legal the Chanhassen Planning newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, as Commission will hold a public amended. hearing on Tuesday, January 3, 2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market (B) The printed public notice that is attached to this Affidavit and identified as No. Blvd. The purpose of this hearing IA was published on the date or dates and in the newspaper stated in the attached Notice and said to consider a request for Site Plan Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Approval for a 6,808 square -foot the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both restaurant building on 2.02 acres inclusive, and is hereby acknowledged as being the kind and size of type used in the composition located at the southeast corner of and publication of the Notice: Highway 5 and Century Boulevard (7845 Century Boulevard) -JACOB'S abcdefghbklmnopgrstuvwxyz (t/,,/1),(y,►,,Ll,,tyl,�"I _ \/ TAVERN. Applicant: TrumanHoweB Architects. { A plan showing the location of the Proposal is available for public By - review at City Hall during regular Laurie A. Hartmann business hours. All interested Persons are invited to attend this public hearing and express their opinions with respect to this Subscribed and sworn before me on proposal. Robert Generous, Senior Planner Email: ail: generous@ci.chanhassen.m ail: Phone: 952-227- this day of 2005 1131 (PublishedintheChanhassenVillager riN�) it Thursday. December 22.2005; No. 45 / G�%� NOTAIh' P(IBl1C _ MINiE30TA 4584) pq MI COmmgtion Fines Jen. 31, A10 Notary Public O RATE INFORMATION Lowest classified raze paid by commercial users for comparable space.... $22.00 per column inch Maximum rate allowed by law for the above matter ........... .................... $22.00 per column inch Rate actually charged for the above matter ......................... $11.18 per column inch SCANNED PRINT CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Comprehensive Plan Amendment Conditional Use Permit Interim Use Permit Nonconforming Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review Site Plan Review' 66(cD�) Subdivision` Planning Case No. 05 'L4Q CITY OF CHANHASSEN RECEIVED NOV 0 4 2005 CHANHASSEN Pi auNiNr. ncct Owner Name and Address: RXV rcv-74ie �}OtJ1�tiW`( I21�1 i r ILPPCC 4'Z — Contact?. �, � 4 n4j POLI tg Phone�-'�)(3-E%Z$ Fax: Email: Temporary Sales Permit Vacation of Right-of-Way/Easements Variance Wetland Alteration Permit Zoning Appeal Zoning Ordinance Amendment _ Notification Sign" - $75 + $100 Damage Deposit 1T512!L X Escrow for Filing Fees/Attorney Cost"' // $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ M5 CID PH -W-,g sqs An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. Twenty-six (26) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. " Applicant to obtain notification sign from City of Chanhassen Public Works at 1591 Park Road and install upon submittal of completed application. $100 damage deposit to be refunded to applicant when sign is returned following City Council approval. Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: �%=D LOCATION: C ,,Hkl LEGAL DESCRIPTION: L6C 1 1, hwCrr.I, A.Papr-(5-[t3h.->. tu�ojes--s VAj4 6tk Awrnml TOTAL ACREAGE: /Z.00� WETLANDS PRESENT: YES_ NO PRESENT ZONING/L REQUESTED ZONING: DESIGNATION:PRESENT LAND USE REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST:. CLLIffm)zm� 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 orization to proceed with the study. The documents and information I have submitted are true and correct to the best of %KAp t ate of Fee Owner Date GiplanVormsTevelopment Review Application.DOC Rev. 4/05 SCANNED CITY OF CHANHASSEN 7700 MARKET BLVD CHANHASSEN MN 55317 Payee: JOAN HOWE-PULLIS Date: 11/08/2005 Time: 8:04am Receipt Number: DW / 6764 Clerk: DANIELLE PLANNING CASE 05-40 ITEM REFERENCE AMOUNT ------------------------------------------- DEVAP PLANNING CASE 05-40 USE & VARIANCE 560.00 SIGN RENT 75.00 RECORDING FEES 50.00 SIGN ESCROW 100.00 --------------- Total: 785.00 Check 2545 785.00 --------------- Change: 0.00 THANK YOU FOR YOUR PAYMENT! SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/28/2005 9:29:31 AM Receipt No. 0000173 CLERK: betty PAYEE: John Pullis ------------------------------------------------------- GIS List 24.00 Total Cash Check 2585 Change 24.00 0.00 24.00 0.00 SCANNED RECEIPT IFYOF 7700 MARKET BLVD. • P.O. 80047 CHANHASSEN PHONE: (952) 227^150017 RECEIVED OF`;! No. 78102 DATE /�LLLL 0 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My OF (952) 227-1100 CHMM To: Mr. Truman Howell Truman Howell Architects 17815 Hutchins Drive Minnetonka, MN 55345 Ship To: Invoice SALESPERSON DATE TERMS KTM 12/22/05 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 8 Property Owners List within 500' of 7845 Century Blvd. (8 labels) $3.00 $24.00 TOTAL DUE $24.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for January 3, 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #05-40. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! JOHN O. PULUS — JOAN HOWE-PULUS ,385 WILDFLOWER LANE Pii. 952-385-0137 CHASKA, MN 553i$ 75-isSE�S'S m,sy37 / / y 2545 DOLLARS (,) .�--- Kleinng PC. Box 487, Chwka, MN 5531 MEMO 1: 0 9 l 9 i 4 58 ?':02000&[-1.3711. 2545 ��%�✓ SCANNED Transmittal: To: City of Chanhassen 690 Coulter Drive P.O. Box 147 Chanhassen, MN 55317 Attn: Bob Generous Re: Northcott Inn & Suites Chanhassen, MN Date: 12/1/05 Via: Hand Delivery Description: • 16 sets of 24"x36" City Submission drawings. • 16 sets of 11"x17" Color rederings. • 1 set 8.5"x11" City Submission drawings. • 1 development review application. Call me at (952) 401.7889 if I can be of further assistance. Signed: Jesse Thomas Tress Nurwws DWE MINNUONY MN 55H5 4M n". F",525,", CITY OF CHANHASSEN RECEIVED DEC 0 2 2005 CHANHASSEN PLANNING DEPT SCANNED VOYy {pry 4 ♦ � �t � ....•� �'�.. •�I� tet• - � � �•�� -v 40 • y r l Tr nia MAL rte{ ' CORpORATEpL f _1 Location Map Jacob's Tavern Planning Case No. 05-40 7845 Century Boulevard City of Chanhassen State Hwy 5 9 Arboretum go ;10 Vm Subject Property Boulevard Public Hearing Notification Area (500 feet) Jacob's Tavern Planning Case No. 05-40 7845 Century Boulevard City of Chanhassen State Hwy 5 Arboretum m t 78TH Subject Property Boulevard SCANNED Carver County GIS Mapping Application Legend PW Ten us r.y, !if W h gh"ys - NCsµ CWM Hod, LAPP Carver P.1, County Aanal Phft 2M Map Created on: 12-20-2005 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. SCANNED e� ^@/ all )/ 11|�( ' r ! xx 2 | - ' § » \ § § , : | - ! | | \ ■ , § ^ § i | ! � || j°$ x NOLL�(M11SN0� kKYJ lON NW 'N3SStlFNtlHJ SNVId AHo'rs7n�ld NH3Atl1590�tlf yyf �eFjq QQ V,,c<,, ycC Y< 6 i s V b z i u Y 4 O y WU U V b NOIL�f1yL�'NO� kf�J lON F N3SSve"O FVN S.9N yy Q Iiis4 z e � Transmittal: To: City of Chanhassen 690 Coulter Drive P.O. Box 147 Chanhassen, MN 55317 Attn: Bob Generous Re: Northcott Inn & Suites Chanhassen, MN Date: 11/4/05 Via: Hand Delivery Description: CITU RECEIVED SSEN NOV 0 4 2005 CHANHASSEN PLANNING DEPT • 16 sets of 24'x36" City Submission drawings. • 1 set 8.5"x11" City Submission drawings. • 1 development review application. • 1 check #2545 for $785.00. Call me at (952) 401-7889 if I can be of further assistance. Signed: Jesse Thomas ,RIS MUTCNINS DRIVE MINNUONM MN S 3] 5 4M -nM • EM M21401 r Z4 V\� 1k itF 9iltill l 1111 g�� e : � � � 5: a 6t fig q a t gib y'3 $4 i 8F is p ag€ 4p A t e P'r° pS5 SFh ie� On � g°eei1Y� ei �6 a€ 9� l �� ii (��I=I @l l� s; �8a I'lm I31 a w Y7 aF $$ $ FsBC 3: F @pSbe g8 gr Y ¢F Q yFa$ gg 3 3 fill € ay �4yYy �$yy 9E (p9fi�@P/Y/i� €�@3y5�b 2[��99(6E84€+� (559`€€ °p�zg piYp � 8 p ( FSpfiFp°6� 9Yt5g`�!Y � 4 g !elf B tic PYECF€ � �4 �i -IPI 5 ¢ g '111111 2 .¢i F SpE3 bg �ies(Y f €� Fe SM pggbgpgp F eze'�9F�€ ggg[g p3. �(s �� M �5 i3 sill I d _ ll Is 1e F€ $ $ it b i! 1 !; i! !ja1;!E yJ d j!sl4 i 1l l 11! !OMI: Ifin 1! ,l 1 I v _!; 6 Be 1 li Id A !; f � I•� � pec 1 { k � 4 ' 111, ul I 1A 1 dei it C !t � 0l1 1! ,l ! ! ' V 1 •�' N!€ !; f � I•� � pec o � 4 ' f fi6 111, ul I 1A 1 dei it C !t � 0l1 y j ! ! ' 91R hill _ ` � 1 E i1 1�. *� �,�i s 4 ' f fi6 E M 'N 4141t 4, A i L E 6H `0 111, ul I 1A 1 dei it C !t � 0l1 y j ! ! ' 91R hill _ ` � 1 E i1 1�. *� �,�i s E M 'N 4141t 4, A i 6H 111, ul I 1A 1 dei it C !t � 0l1 y j ! 14 I •� � 4i � � _ ` � 1 E i1 1�. *� �,�i s ii 71 § /§• @| ; � �a! ; / ■|k§§�� / � � h � / NIXl�fkllSNO�kIOJ lON NW'N3SSb'HNVFp I ,,,,,,,,,, ,L ,, SNtnd AkftlNhVll3Fld NH3Atll 5.90�tlf U Tva x. s d L�� a¢a (• i Po1[ ! .S ' ,. ��iits lag 1', 1!' ! :1 a ii iailt�u �1J 1 ' lu }•1pF�! I i a¢a (• i Po1[ ! .S ' ,. ��iits lag 1', 1!' ! ii iailt�u �1J 1 ' lu }•1pF�! I i � � s ,� `" �; � Ili � • �� i � a Ell Po1[ ! .S ' lag 1', 1!' ! ii iailt�u p��i 1 ' lu }•1pF�! I i p1p Ell lag h .41 ii iailt�u p��i Ell lag h .41 Bi Ell c > Z H w U) a m = �U Q C'TY OF CHANHASSEN RECEIVED SCANNED co Z_ Q U J d fr z Z_O �O J LL O Z If M j Z Q W H W co cr) m � Oz UQ 7- )o aE Y�oo oE� nsc c s k$Yro _6opin .o 11/4/05 MAA EXTEFAOR ELEVATIONS C1 0 Y IRx90x5 Z Q F J CL Q z Z dz Z Z QW CA Q m Oz UQ Q= �U �E e36 ebe q9�h'-i'o L gY`o EL _6oau+ AG�gS SCANNED Z[ /05 uc IX 3/3-0' w+nwre fEiVOR Ei =VA11ON3 72 0 „ A T E HIGHWAY NO. 5 e 0 20 40 60 SCALE IN FEET 76.84 — - IH t1ECfRlc � � — �.. . _ -— CHD BRG=N88° 1 2' 0c t . 110 10 ODULAR BLOCK I I Z W CoCo V 16 W WARNING 04 THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES o FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED Z STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK Top nut of hydrant as shown. Elevation = 972.37 Ft. (N.G.V.D. 1929) LU N90 . RETAINING WALL, SEE I I GRADING PLAN FOR 50' PARKING I I J / ADDITIONAL INFORMATION SETBACK I I GO I 1A 8612 CONCRETE�0 ORr/ 169.3' CURB AND GUTTER, / TYP. TYP Oy ,, 70' BUILDING SETBACK I I PARKING STALL STRIPING, TYP. I I C.7 // h� /Jo CONCRETE PAVER PATIO �0 I I 612 CONCRETE I I FIRE PIT CURB AND GUTTER, p I I TYP. I R� A 6 12 m I 2 R2' / .1. / 108' 10 v ORNAMENTAL FENCE AND 1 R4' j I I Rap 5' 9.5' GATES, SEE DETAILS PLAN CONCRETE 7 I I 142s FOR ADDITIONAL INFORMATION SIDEWALK, TYP. O I I a �- II _ 92' I I 14 _ I I 0o (�°� ® . ' • 44.3' 1 I to 0o I ¢ 18' h 2.7' to I DO PROPOSED I I i M wl/101 I �” �I 0) Z- BUILDING 5' I I w I o Co 7- I I c`w I M 'n - TRASH ENCLOSURE, SEE �N M �I o Co ARCHITECTURAL PLANS FOR *6 'n ADDITIONAL INFORMATION I OD o ACCESSIBLE RAMP I I N z l (D 00 L,_ I I ;n - PARKING I CONCRETE 14.7' ETBACK� SIDEWALK, TYP. I 10'4 h 2.7' 00 I 26' 18' TYP TYP I TTP — ---- - I I - - -- a.. 99' 11 � ate- I I I — I 612 CONCRETE I (1 loo AAIh Tiro I Revisions Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Land�c pe Architect under the laws of the State of Minnesota. Kevin Tappan Date: 11.09.05 Reg. No. 26980 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. - Engineering • Surveying • Planning www.8choelimadson.com 10580 Wayzata Boulevard State 1 554 Third Street NW, State 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone (952) 546-7601 - fax: (952) 546-9065 phoney (763) 241-0108 - fax: (952) 546-9065 SrTE PROJECT INFORMATION 7nNINr, PROPOSED ZONING: PUD EXISTING ZONING: PUD CITE INP-OPKAATIC)NI TOTAL SITE AREA: 88,513 SF / 2.03 AC TOTAL IMPERVIOUS AREA: 50,347 / 1.16 AC 56.9% OF SITE PARKING AREA: 35,955 SF / 0.88 AC 40.6% OF SITE BUILDING AREA: 6,808 SF / 0.16 AC 7.69% OF SITE TOTAL GREENSPACE: 38,166 SF / 0.88 AC 43.1% OF SITE - PARKING REQUIREMENTS ESTABLISHMENT WITH FULL LIQUOR LICENSE REQUIREMENT: 1 SPACE PER EVERY 50 SQUARE FEET OF GROSS FLOOR AREA OR 1 SPACE FOR EVERY 2 SEATS, WHICHEVER IS GREATER GROSS FLOOR AREA = 5,636 SF (5,636 SF/50 SPACES)= 113 SPACES -OR- 167 SEATS, 167/2 = 84 SPACES REQUIRED SPACES: 113 PROVIDED SPACE (5 H.C.) 1v� SITE NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARD PLATES, SPECIFICATIONS, AND BUILDING PERMIT REQUIREMENTS. REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES. REFER TO LANDSCAPE PLAN FOR PROPOSED PLANT MATERIAL. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL CURB AND GUTTER TO BE CONCRETE PER CITY OF CHANHASSEN STANDARDS. TYPICAL FULL SIZE 90' PARKING STALL IS 9'X18' UNLESS NOTED OTHERWISE. LIGHT POLES, FIXTURES AND BASES SHALL BE PER CITY OF CHANHASSEN STANDARDS, SEE LIGHTING PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR TO COORDINATE FIRE APPARATUS ACCESS ROADS & SUPPLIES WITH THE CITY OF CHANHASSEN PRIOR TO AND DURING CONSTRUCTION, PURSUANT TO MINNESOTA FIRECODE SECTION 503.2.3. E CONCRETE BRICK PAVER DETAIL PVC PAVER EDGING 10"x3/8" STEEL SPIKE 0 VICINITY MAP I FILL VOIDS BETWEEN PAVERS WITH SILICA SAND PAVERS 1" LEVELING SAND BASE 6" MN/DOT CL 5 AGGREGATE BASE COMPACTED SUBGRADE CHANHASSEN 2000 POP. 20,321 Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN, MN Sheet Title: PRELIMINARY SITE PLAN CITY OF CHANHASSEN RECEIVED DEC 022005 C947 NPfX,SSER PUNNING DEPT Date: 11-10-05 Sheet: 1 of 6 SMI Project Number: 64401-001 SCANNED I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Land�c pe Architect under the laws of the State of Minnesota. Kevin Tappan Date: 11.09.05 Reg. No. 26980 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. - Engineering • Surveying • Planning www.8choelimadson.com 10580 Wayzata Boulevard State 1 554 Third Street NW, State 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone (952) 546-7601 - fax: (952) 546-9065 phoney (763) 241-0108 - fax: (952) 546-9065 SrTE PROJECT INFORMATION 7nNINr, PROPOSED ZONING: PUD EXISTING ZONING: PUD CITE INP-OPKAATIC)NI TOTAL SITE AREA: 88,513 SF / 2.03 AC TOTAL IMPERVIOUS AREA: 50,347 / 1.16 AC 56.9% OF SITE PARKING AREA: 35,955 SF / 0.88 AC 40.6% OF SITE BUILDING AREA: 6,808 SF / 0.16 AC 7.69% OF SITE TOTAL GREENSPACE: 38,166 SF / 0.88 AC 43.1% OF SITE - PARKING REQUIREMENTS ESTABLISHMENT WITH FULL LIQUOR LICENSE REQUIREMENT: 1 SPACE PER EVERY 50 SQUARE FEET OF GROSS FLOOR AREA OR 1 SPACE FOR EVERY 2 SEATS, WHICHEVER IS GREATER GROSS FLOOR AREA = 5,636 SF (5,636 SF/50 SPACES)= 113 SPACES -OR- 167 SEATS, 167/2 = 84 SPACES REQUIRED SPACES: 113 PROVIDED SPACE (5 H.C.) 1v� SITE NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN STANDARD PLATES, SPECIFICATIONS, AND BUILDING PERMIT REQUIREMENTS. REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES. REFER TO LANDSCAPE PLAN FOR PROPOSED PLANT MATERIAL. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL CURB AND GUTTER TO BE CONCRETE PER CITY OF CHANHASSEN STANDARDS. TYPICAL FULL SIZE 90' PARKING STALL IS 9'X18' UNLESS NOTED OTHERWISE. LIGHT POLES, FIXTURES AND BASES SHALL BE PER CITY OF CHANHASSEN STANDARDS, SEE LIGHTING PLAN FOR ADDITIONAL INFORMATION. CONTRACTOR TO COORDINATE FIRE APPARATUS ACCESS ROADS & SUPPLIES WITH THE CITY OF CHANHASSEN PRIOR TO AND DURING CONSTRUCTION, PURSUANT TO MINNESOTA FIRECODE SECTION 503.2.3. E CONCRETE BRICK PAVER DETAIL PVC PAVER EDGING 10"x3/8" STEEL SPIKE 0 VICINITY MAP I FILL VOIDS BETWEEN PAVERS WITH SILICA SAND PAVERS 1" LEVELING SAND BASE 6" MN/DOT CL 5 AGGREGATE BASE COMPACTED SUBGRADE CHANHASSEN 2000 POP. 20,321 Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN, MN Sheet Title: PRELIMINARY SITE PLAN CITY OF CHANHASSEN RECEIVED DEC 022005 C947 NPfX,SSER PUNNING DEPT Date: 11-10-05 Sheet: 1 of 6 SMI Project Number: 64401-001 SCANNED GRADING NOTES: w 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING` - ~� DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. Lo Ca.-+ r,-- -- 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF I - EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE - CW GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT 916. c-- GUY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. t, T S I G N 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON �• =` TW 972.00 THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND - OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT RETAINING WALL - __ LOCATIONS DIRECTED BY CONTRACTOR. TIP OUT CURB h a� t ; 0 20 40 60 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION o o HPDR 85 1�u+�97a. I ',tl TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR o 969-63° - - - STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO 0 " SCALE IN FEET EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO _�1 �- 9 AVOID UNDERMINING OF THE EXISTING PAVEMENT. �0• �� 1 - GJ. �./ �\ CB 4 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL J�' sss.4 N/ RIM=968.60 CONTROL. i�• s I - LP ��Q• LEGEND 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED << a° STORM SEWER ALIGNMENTS. C 3 ` < so RIM 68.82 ` oq:5 x X�� - a, „ - � � � DENOTES EXISTING CONTOUR 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO s��po A SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 24� \9 0 o°I° 9 ho hp ao �� rn -----998----- DENOTES PROPOSED CONTOUR / 9.63 / 969.00 0� 69 oi' oi` o,' 96 969. o o °o 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY I o so °j °' ° n DENOTES BOUNDARY LINE TIP- UTC RB ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME 96s. ��^_ / d°° a THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE 2� `` 970.0 ° O - - DENOTES DRAINAGE/UTILITY EASEMENT CONSTRUCTION SITE. ( V� O 19\ 69.79 !, -� DENOTES EXISTING STORM SEWER 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING of o 96972 TIP -OUT °°° G] ! r « DENOTES PROPOSED STORM SEWER GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE, 4* DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING i CURB o^o• d F r`-} -E __ - . ............... . DENOTES PROPOSED CURB TIPPED OUT LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE TIP OUT ✓"•-O0OODODO0�OC+ DENOTES EROSION CONTROL SILT FENCE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF - BITUMINOUS PAVEMENT SECTIONS. ' e939 i5 13 _V 1V - .. - DENOTES PROPOSED ROCK CONSTRUCTION UCTION NTRAN 9 - _ E CE I- ° 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL ° • :OT 0 I 1.00% DENOTES PERCENT OF GRADE DIMENSIONS AND SITE LAYOUT. w . -. x 910.5 DENOTES PROPOSED SPOT ELEVATION 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE CB 2 � "' SAWCUT BITUMINOUS LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. RIM -968J2 cp D ! ° AND REMOVE 6" DENOTES PROPOSED BUILDING C BITUMINOUS CURB 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES 1 69% 969. o F. F. E= 97 I . OO O = DENOTES EXISTING STORM MANHOLE/CB IN 10 FEET. 2 �0 ati i v 96'. a 96� W) ® ■ DENOTES PROPOSED STORM MANHOLE/CB 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" _ � oe o 6 x971 .0 BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM II `o to ° DENOTES EXISTING CONCRETE °° �°� Xss7.o L ° OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. �" I 68 85 l Q 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED TIP -OUT t ° GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE 0 HEAVY 'DUTY POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER CURB - BITUMINOUS AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE ROCK REQUIRED. CONS RUCTION •ao EROSION & SEDIMENT CONTROL MAINTENANCE: E TRANCE 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE /� ° sses a I1U1 1 PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR F I ING DURING INSPECT SILT FENCES AFTER EACH RAINFALL AND A ^ i o ' ° ss o• 7 31 -OU CUR e ° ` � ° �6r. OR FAILING FENCES. DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 96^ 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB i a �9 ♦ /' ; ' DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO 6 " i t , } �) AND GUTTER. - - II E1 E3 a E3 El D 0 D E3 E] D El D E] D � D D LONGER NECESSARY. r � 967.3 t 4�w _ ``= I lf� _ NN 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH EROSION CONTROL NOTES: CON TRUCT CB 1 961 STORM EVENT. OVER EXISTING 18" RCP _ SAWCUT BITUMINOUS - _ _ __ AND REMOVE 6" EROSION C NTROL - 4 ANY SEDIMENT �- STOR SEWER SILT FENCp� - RAMP;REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES ,' RIM=67.00 BITUMINOUS CURB V-� - FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE SHALL BE INSTALLED PRIOR TO CONSTRUCTION. z EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX 4 -- 9Ss_7 _ " AS DIRECTED BY THE OWNER. I ! 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE ! GRADING. t 4 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL it 6s'0 ! Ov % _z - MEASURES. 1 Rin. 4. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE - STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. ;; ' '- WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND - gg3 NOUS pAM - FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, w _. MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT -. I ! ;' _ _ _ .o � CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED -- - - - - - STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR PERMITS LP ~- v ! R G �_ .' • � a. LACE THE ABOVE WHEN DAMAGED DURING 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, 68 " _ 6 CONSTRUCTION AT NO COST TO OWNER. INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT '_! 4ep• ---z- FENCES DURING THE DURATION OF THE CONSTRUCTION. ! f s _gip 254 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY -''" THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. PAVING PLAN LEGEND 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ' 9 i ! DENOTES LIGHT DUTY BITUMINOUS PAVEMENT. ONTO EXISTING STREETS AND PAVED AREAS. ! C _ -� - 1-1/2" Mn/DOT 2331 WEARING COURSE 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL 1-1/2" Mn/DOT 2331 BASE COURSE APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS i 7" CL. 5 GAVEL (100 CRUSHED QUARRY STONE) COMPACTEDSUBGRADE% 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. l P - _.-_ D �. ENOTES HEAVEY DUTY BITUMINOUS PAVEMENT. 2" Mn/DOT 2331 WEARING COURSE 2" Mn/DOT 2331 BASE COURSE BENCHMARK 9" CL. 5 GRAVEL (100% CRUSHED QUARRY STONE) COMPACTED SUBGRADE Top nut of hydrant as shown. Elevation = 972.37 Ft. (N.G.V.D. 1929) Revisions Date: Description: By: Date: Description: By: 11-10-05 City Comments JJ I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: - Reg. No. Reviewed By: _ Date: I Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. -� Engineering • Surveying • Planning Now www-schoellmadson.com 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Elk Fber, Minnesota 55330-1409 phone; (952) 546-7601 - fax: (952) 546-9065 phone (763) 241-0108 - fax: (952) 546-9065 Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY GRADING PLAN 2of6 SMI Project Number: 64401-001 CONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4 OR PVC C-900. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 6" PVC -SDR -26 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R- 1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL, CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3290 L WITH CURB BOX OR NEENAH R-1733 CASTING "C" GRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CIN OF CHANHASSEN. 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON CITY STREETS INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK Top nut of hydrant as shown. Elevation = 972.37 Ft. (N.G.V.D. 1929) MONUMEN Revisions Date: Description: By: Date: Description: By: 11-10-05 City Comments JJ 2 Y EN4 BENDS I I / EXISTING STORM SEWER « CB 4 PROPOSED STORM SEWER I I / / O S5%.INV.=965.60 RIM=968.60 DENOTES I < DENOTES 102'_15„ HDPE ® << I�. SIGN LP LPA 3t �I F / / I / RETAINING WALL I ----------------- I I I I I I i I CONSTRUCT B OVER EXISTIN 1�" RCP STORM SEWER RIM=967.00 INV.=963.3± VERIFY INVERT PPIOR TO CONSTRUCTION II l ce REMOVE PORTION OF 8" PIPE. INSTALL 8"x6" REDUCER & 6"-90' BEND REMO E EX STIN 6 AND XTEN 6" rVC - FFH 3' 9JIyG CONC RACY R Td VERi & LOCATION PRIOR TO INV=956.8± -SAWCUT BITUMINOUS AND REMOVE 6" BITUMINOUS CURB I� IN11 r 88'-12" RCfp 0 -0.50% -- EX, PEDESTRIAN RAMPS I , I f SAWCUT & JEMOVFJ EX10ft UMINOUS v1E SECTI( ------------------------------ ---- CORE DRILL CONNECTION TO ENVTING 963.25 I � ' I L I I L---------------r-----------------------------------------------� I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: _. Reg. No. Reviewed By: Date: Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. -- Engineering • Surveying • Planning www.schoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone.- (952) 546-7601 - fax: (952) 546-9065 phone4 (763) 241-0108 - fax; (952) 546-9065 E WITH =! 1 4SEMOVED I GRADE. f RIM• t_ I I I I I t ----------------- 0 ---------------- TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Hir n 0 e 0 20 40 60 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE 2 Y EN4 BENDS I I / EXISTING STORM SEWER « CB 4 PROPOSED STORM SEWER I I / / O S5%.INV.=965.60 RIM=968.60 DENOTES I < DENOTES 102'_15„ HDPE ® << DENOTES EXISTING BUILDING O R MOVE 8" PLUG / 3 « EXISTING STORM MANHOLE/ CB ® DENOTES PROPOSED STORM MANHOLE/ CB C NNECT TO EXISTING 8" / RI -968.82 PROPOSED FES / FES W/RIPRAP 0 DENOTES EXISTING SANITARY MANHOLE 0 DENOTES PROPOSED SANITARY MANHOLE DENOTES PCC -900 WATERMAIN WI_T#t - / / INV.=964.73 DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT I 8'1x6' REDUCER - 6„ E HYDR�NT I W/6„I VALVE I I �1" LV C) 6., PIV I I o � CoQ Ld 'I AOT 1 I 1 _ I ° I I I SAWCUT BITUMINOUS 6" PLUG I ' ° 2 16"-45 AN REMOVE 6" BI MINOUS CURB CB 2 F. F. E= 971.00 BENDS RIM=968.72 I I _ 94 N INV =963.74 S CB I I RIM=966.68 I 0 (�� INV=963.69 v 1 I i I 57'-18" HD E 'e ° I I I I 5' I .77% HYDRANT I 1 W/6„ VALVE—- 4 I1U1 ° fISTING 18" PLUG INV.=963.0 CONSTRUCT B OVER EXISTIN 1�" RCP STORM SEWER RIM=967.00 INV.=963.3± VERIFY INVERT PPIOR TO CONSTRUCTION II l ce REMOVE PORTION OF 8" PIPE. INSTALL 8"x6" REDUCER & 6"-90' BEND REMO E EX STIN 6 AND XTEN 6" rVC - FFH 3' 9JIyG CONC RACY R Td VERi & LOCATION PRIOR TO INV=956.8± -SAWCUT BITUMINOUS AND REMOVE 6" BITUMINOUS CURB I� IN11 r 88'-12" RCfp 0 -0.50% -- EX, PEDESTRIAN RAMPS I , I f SAWCUT & JEMOVFJ EX10ft UMINOUS v1E SECTI( ------------------------------ ---- CORE DRILL CONNECTION TO ENVTING 963.25 I � ' I L I I L---------------r-----------------------------------------------� I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: _. Reg. No. Reviewed By: Date: Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. -- Engineering • Surveying • Planning www.schoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone.- (952) 546-7601 - fax: (952) 546-9065 phone4 (763) 241-0108 - fax; (952) 546-9065 E WITH =! 1 4SEMOVED I GRADE. f RIM• t_ I I I I I t ----------------- 0 ---------------- TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Hir n 0 e 0 20 40 60 SCALE IN FEET LEGEND Project Name/Location: Date: JACOB'S TAVERN 11-4-05 CHANHASSEN,MN Sheet Title: Sheet: PRELIMINARY UTILITY PLAN 3of6 SMI Project Number: 64401-001 DENOTES BOUNDARY LINE DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING O DENOTES PROPOSED BUILDING DENOTES EXISTING STORM MANHOLE/ CB ® DENOTES PROPOSED STORM MANHOLE/ CB 4 DENOTES PROPOSED FES / FES W/RIPRAP 0 DENOTES EXISTING SANITARY MANHOLE 0 DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT Project Name/Location: Date: JACOB'S TAVERN 11-4-05 CHANHASSEN,MN Sheet Title: Sheet: PRELIMINARY UTILITY PLAN 3of6 SMI Project Number: 64401-001 MIL Surmountable Curb R Gutter to be transitioned Into 0 8618 type at cctdnbash.Catc/ Neenah R Frame h Qqual Neenah R -3290-L r served with L Qat& A- A, _ A, `- Surmountable Concrete Curb Nk Gutter 2- /4-60' Long Rebus Each way fir S Mit, TransitionTop _ Orb& 2•T Designgutter line grads -' SECTION A -A No Scale �ash to be depressed 2' I below design gutter line gads, CITY of COWO CHANHASSEN CsA�V2=97 3108 3'-G" L�Qats Shown 0 Face of Curb Direction of Flow_ PLAN Cotchbosin casting and grate Neenah R3290 -L or equal - Grate to be 2' below 3' radius Curb box. 9utter grade. transition each side of catchboah. Precast concrete r HDPE adjusting rings.-, Tap of Curb Vanes Minimum of 2-2'� 6 1/2' maximum of 5-2 Varies concrete actuament 24'x36" rings, allowed with 1/4 Precast we to 1/2" bed of mortar3' MINIMUM between each and a 3' grout 6" thick concrete cdlr on the outside. Doghouses shall be grouted on both the, nage and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted In the adjusting rings. CITY OF CHANHASSEN CAS: C::a�:x 2-97 3101 rkb:o L _ h:.�oand-agrog:.ctq,!?c:rp I,_ 1 r`.cco.70 tat ::po::; r G;:o :.ggogeto. coo oo eta°o hhjt1 r;^: 0 0 °°4t0_0 0 3 I a .acacoo - -_ i O°p0°a 0ooao 0000 ± T 0 C 0 a 0 00 k, 7 / _ o°o°o rJ w h ;T : ^y::rb Cin, k^.c? 0 130 0:.:e::. dope 10:. -/ , .410ae $!Co:.e'c 70P of C,;rb., or .rd: ::'dth. r, I .711 8' o' F fl 9, 6' SECTION B -e LD, I BJ o. Pr or ::t,tor Co^.crsto L CCN 5 Baso SECTION A -A /Grb at G:ttor\•I`:VamsW JO_ht NOTES: In Lleu of the Mow Treatment the contractor at His Option. After Normal Concrete FhhlhInq, May Embed A91;:rtp Meeting the RoWksments of Spec. 3137 CA -70 MoclRed to 10076 of tM-ilatwrid 1/2' to 3/5' In� the Green Canrsb. 7th Embedded AAmqqrp Shall Protrude at Least 3/16= the Concrete Srface. The Exposed Ag¢egobmay be Lightly Rinsed to Mortar off of It CITY OF P"'.W8 R:Ati CHANHASSEN Ill RAMP W.40m, 1-98 2=97 ATE 52:5 FRIAL GRADE b Mild" 6 SAND PRL __ 11N111M 77777- _==3Al0 FILL INSULATION t RIGID INSULATION NOTE: - PIPE SHALL BE CENTERED UNDER INSULATION UNLESS 01HERWSE SPECIFIED. COYER OVER PPE - a WIDTH OF INsuLARNG BOARn - b 5' 5' 6' 3' CITY OF CBANHASSEN .M. A::= W.Iism- 2=9s, 2205 r 1 Wallince, to f variable 5 MIn. TM 1 is tit err lslvi.MY,.�W fMYkf'ul%MM, ga,6 - 2 - /4-80' LONG Raters Each way Frame At Getting S dWr tit CITY of COWO CHANHASSEN CsA�V2=97 3108 3'-G" L�Qats Shown 0 Face of Curb Direction of Flow_ PLAN Cotchbosin casting and grate Neenah R3290 -L or equal - Grate to be 2' below 3' radius Curb box. 9utter grade. transition each side of catchboah. Precast concrete r HDPE adjusting rings.-, Tap of Curb Vanes Minimum of 2-2'� 6 1/2' maximum of 5-2 Varies concrete actuament 24'x36" rings, allowed with 1/4 Precast we to 1/2" bed of mortar3' MINIMUM between each and a 3' grout 6" thick concrete cdlr on the outside. Doghouses shall be grouted on both the, nage and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted In the adjusting rings. CITY OF CHANHASSEN CAS: C::a�:x 2-97 3101 rkb:o L _ h:.�oand-agrog:.ctq,!?c:rp I,_ 1 r`.cco.70 tat ::po::; r G;:o :.ggogeto. coo oo eta°o hhjt1 r;^: 0 0 °°4t0_0 0 3 I a .acacoo - -_ i O°p0°a 0ooao 0000 ± T 0 C 0 a 0 00 k, 7 / _ o°o°o rJ w h ;T : ^y::rb Cin, k^.c? 0 130 0:.:e::. dope 10:. -/ , .410ae $!Co:.e'c 70P of C,;rb., or .rd: ::'dth. r, I .711 8' o' F fl 9, 6' SECTION B -e LD, I BJ o. Pr or ::t,tor Co^.crsto L CCN 5 Baso SECTION A -A /Grb at G:ttor\•I`:VamsW JO_ht NOTES: In Lleu of the Mow Treatment the contractor at His Option. After Normal Concrete FhhlhInq, May Embed A91;:rtp Meeting the RoWksments of Spec. 3137 CA -70 MoclRed to 10076 of tM-ilatwrid 1/2' to 3/5' In� the Green Canrsb. 7th Embedded AAmqqrp Shall Protrude at Least 3/16= the Concrete Srface. The Exposed Ag¢egobmay be Lightly Rinsed to Mortar off of It CITY OF P"'.W8 R:Ati CHANHASSEN Ill RAMP W.40m, 1-98 2=97 ATE 52:5 FRIAL GRADE b Mild" 6 SAND PRL __ 11N111M 77777- _==3Al0 FILL INSULATION t RIGID INSULATION NOTE: - PIPE SHALL BE CENTERED UNDER INSULATION UNLESS 01HERWSE SPECIFIED. COYER OVER PPE - a WIDTH OF INsuLARNG BOARn - b 5' 5' 6' 3' CITY OF CBANHASSEN .M. A::= W.Iism- 2=9s, 2205 Note: Silt fence per i"NDOT specifications, source 2000, machine sliced woven monofilanant, 361uide fastenec to steel T -Posts with 3(501b) tensile strength plastic zip tier per T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 6'ma�Jr"9 T Posts 24" In ground Ties • rm ognh a ea rare erbednel Note: hgae 2 silt fence Is the same as type I with hay bales Installed as per detail TFe 2 to be used to protect all wetlands. r 1 Wallince, to f variable MRI. 2.0% t1RADE . r. 1/2Y err lslvi.MY,.�W fMYkf'ul%MM, ga,6 Zip Ties 1/Yr Tap Bituminous YoterN to S dWr tit 28'24' COTIERCNL A 1' ::• MnDOT B618 the Same Trold . Install a 6' Heavy Next to 2 x 2 .! Concrete Curb aha Cutter CFFY OF Y 16' CHANHASSEN 1/!i crit 1/2'r Tap Bituminous Matedol Max. Spacing h E-Vansion Joint (typ)- ;:..e ee. • MnDOT 8612 CBANBASSEN h, ;:. ...; ' • Concrete Cub and I.~ NOTE ,-o^_1-03 or Fr Use Onlytat& or PdvaU Driveways, .,.....V.. 530v CHANHASSEN r Poking Lets, edana Will 28'It y 2=�a 127) lersillTop Blhxnnow Mots" NTR*T_.71. . SURMOUNTABLE y $ t. .•'.... h, ,'. 1` ` Gancrels LleO and Gutter • 17 1/2' 10 1/Y Ir or L Brow rhass Bituminous Curb 6' Shoe Formed CITY OF :P� CHANHASSEN % G4 72- AxC Q;� :��rR .117 2-97 , ..":,^. 2=97 ...,.. 5208 Note: Silt fence per i"NDOT specifications, source 2000, machine sliced woven monofilanant, 361uide fastenec to steel T -Posts with 3(501b) tensile strength plastic zip tier per T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 6'ma�Jr"9 T Posts 24" In ground Ties • rm ognh a ea rare erbednel Note: hgae 2 silt fence Is the same as type I with hay bales Installed as per detail TFe 2 to be used to protect all wetlands. Revisions Date: Description: By: Date: Description: By: 6' ,..,.....:v:.. Oil 11 !".:.'.1:1? •1:3R:C SIA:.. l31V. la:.:.Cfi:) :0 S'0' ' :;:) :XGR: MON 'ti oua-i CITY OF R0CX %0 CHANBASSEN C0\ Fr:.tsl�,-08 2.97 530: r x 24' or 30' r 36' Traffic Sign �Double Alumliswin Booth s as Required Sign -7 upper Galvonbzed Sten Post Steel -2 3/8' O.D. �2) 5/16' x i' Galvanized Steel t 10 owl Bdb 3 Pips 12 Gvaga xTamperproof -1rr 1` 1 with Washers t s Icra Typical Street 318. 7 Mehr Sign Installation Poet - PriewmeUaaRy Driven I -a -i Typical Traffic Sign Installation vo= Balt Post With Sign Post to Post In Concrete Expansion Joint Materialr 4 slow Full Depth L in Typical Sign Installation Anchor Plate Detail In Concrete Median 11p For Boulevard Location of Street Sighs and for Traffic sighs, Contact Chanhassen Street Superintendent (612 -474 -19th». 2. Far Material Specifications Sae Section 4.11 of Standard Street Spsea 3. TraMc Siaee with 9 S4 Ft or More ofPosts. ace Arae, and 36' r Larger In Size, Must bar ibunted with Two Separate 4. Fr Private Streets, signs Shall be the Same as Mow, Except Lettering to be White an Blue Background CITY OF STREET AZO CHANHASSEN RA,�► ®i la,.•�N .-99 2=97 52':7 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: G + + + ++ + + + + + + + + + + + + + tY + + + + + + + + + + + + + + + + + ++ • + + + + + Mat.+ ++ + + + + tti + + + 6.% + ++AIF _ + + + + + + a + + + au�npp R 6' Pay Depth �� Maladatl!�o�nd t) Increments (Typ.)ippieanni ZICQ a Oltrpipeipeoutalds MOTES 1. Asols Endner w81 be required to determine the depth of the pips foundation w=ff motorial If needed Pipe foundation material ehol be in accordance with MNDOT 3149.2H course filter aggregate, 2 P.V.C. bedding shall be MNDOT 3149.28 select granular barrow with 100% po sin a 3/4' slave, and less than 10% passing a NO. 2DO clave. 3. A.B.S. bedding shall be MNDOT 3149.2A select ganulr borrow with 100% passing a 3/4' slew and less than 20% passing a NO. 2DO sieve. CITY OF CHANBASSEN =B=S T 2=97 C: S : 2203 i?ocor.^.,•no.^.cod -ou,_'.othod Sot is"te FOr.^.:•; (Post "d: Bo Ock W grata^ troetad) 1-.21.&atanrse ; or be 5'm - 3886 , NcEs chd: Orango �6 �:c. Jopth :>!g or 07ac 7rorch',i3 :.c; !n Fcbrlc a: 9cci^.:: F1I�S CN Mnllil L FENCE - TVPE 1 Stoo: Ponca :oasts, shc:: be used to Suppor': used Foru o ER49dt CON7R01_ FENCE - TYDE 2 Ston: Forco Poets shc:: bo ;:sod bsa'a 9k:21por: ro mcan (..oSu .. ' ...eo Sn S4:1'on.cc) :Cur ce Eno-_ Famco) _ Hca Cur Strove Bah® $.".t !'anco _ T.'o talon bivm tlrougb to. -- - LS' to 2s,' into tM goon&. _ - sow. t. b...o....a cDNo. M. arc to be tea Mtn a EROSION CONTROL Non-D.T000No Matefci. FENCE -rME3 CITY OF • �:� CHANBASSEN r,-Xcs :2-97, ,2. h- 2-97 5300 r'• CHANHASSEN FIRE C:-'->'ARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO i��s to be a minimuof PARKING 1Y x m 18'. FIRE Red an white Is pieffered. LANE S. 311 r equal ans grads rolleetiw an aluminum Is p 4. Wordng shall be NO PARKING FIRE LANE 5. Sgns shoe bar posted at each and of the fire lane and at least at every 75' Intervals along the few lana 6. A8 signs shall be ductile skied facing the direction Of trawl. 7. Past shall be set back o h minimum of 24' but not mon than 36' from the bock of curb. B. A M Wine @hal be required In front of M r Min, deportm t conneetWhs extandl S' an each side and daring all areas designated by the FN ChW. CHAd d c G„b FIRE PREVENTION FIRE DEPARTMENT FIRE PREVENTION POLICY 05-1991 JANUARY 15, 1981 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED N WRITNGi WITH A SITE PLAN, FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE OONRNUITY THROUGHOUT 'RE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LAMES. CITY OF Rc LAME E CHANBASSEN S:ixA0c 2=97 52'.8 Schoell & Madson, Inc. Engineering • Surveying • Planning www.8choelimadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 E& River, Minnesota 55330-1409 (952) 546-7601 - fax: (952) 546-9065 phow (763) 241-108 - fax: (952) 546-9065 Natural The Bottom of the Trench Shall be Shaped to Flt thubie OPica WneBoter.rth for at Lo=t 50% of the de CITY OF'�� CSANHASSENRC 2=97 M"Mr :r..: 2202 3/r pr bot g MRI. 2.0% t1RADE . r. Wye Plugged End A " AS;; lslvi.MY,.�W fMYkf'ul%MM, ga,6 Zip Ties - - Wtlbmw,.16'tW 9.0a AL 28'24' COTIERCNL A Right-ob-Way. ..-..-..-..-..-.. .-....._ EROSION CONTROL the Same Trold . Install a 6' Heavy Next to 2 x 2 Blbrreieorte FENCE - TYPE 2 CFFY OF • CHANHASSEN s�w� azumbs' b' CITY OF Max. Spacing h E-Vansion Joint (typ)- �•�- ELAH CBANBASSEN NOTE 1. Reinforce Vasty Gutter and Triangular Sections with 6' x 6" /S Welded Who Mesh. =GCc ,-o^_1-03 Street Paving Section. 2=97 .,.....V.. 530v CHANHASSEN Revisions Date: Description: By: Date: Description: By: 6' ,..,.....:v:.. Oil 11 !".:.'.1:1? •1:3R:C SIA:.. l31V. la:.:.Cfi:) :0 S'0' ' :;:) :XGR: MON 'ti oua-i CITY OF R0CX %0 CHANBASSEN C0\ Fr:.tsl�,-08 2.97 530: r x 24' or 30' r 36' Traffic Sign �Double Alumliswin Booth s as Required Sign -7 upper Galvonbzed Sten Post Steel -2 3/8' O.D. �2) 5/16' x i' Galvanized Steel t 10 owl Bdb 3 Pips 12 Gvaga xTamperproof -1rr 1` 1 with Washers t s Icra Typical Street 318. 7 Mehr Sign Installation Poet - PriewmeUaaRy Driven I -a -i Typical Traffic Sign Installation vo= Balt Post With Sign Post to Post In Concrete Expansion Joint Materialr 4 slow Full Depth L in Typical Sign Installation Anchor Plate Detail In Concrete Median 11p For Boulevard Location of Street Sighs and for Traffic sighs, Contact Chanhassen Street Superintendent (612 -474 -19th». 2. Far Material Specifications Sae Section 4.11 of Standard Street Spsea 3. TraMc Siaee with 9 S4 Ft or More ofPosts. ace Arae, and 36' r Larger In Size, Must bar ibunted with Two Separate 4. Fr Private Streets, signs Shall be the Same as Mow, Except Lettering to be White an Blue Background CITY OF STREET AZO CHANHASSEN RA,�► ®i la,.•�N .-99 2=97 52':7 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: G + + + ++ + + + + + + + + + + + + + tY + + + + + + + + + + + + + + + + + ++ • + + + + + Mat.+ ++ + + + + tti + + + 6.% + ++AIF _ + + + + + + a + + + au�npp R 6' Pay Depth �� Maladatl!�o�nd t) Increments (Typ.)ippieanni ZICQ a Oltrpipeipeoutalds MOTES 1. Asols Endner w81 be required to determine the depth of the pips foundation w=ff motorial If needed Pipe foundation material ehol be in accordance with MNDOT 3149.2H course filter aggregate, 2 P.V.C. bedding shall be MNDOT 3149.28 select granular barrow with 100% po sin a 3/4' slave, and less than 10% passing a NO. 2DO clave. 3. A.B.S. bedding shall be MNDOT 3149.2A select ganulr borrow with 100% passing a 3/4' slew and less than 20% passing a NO. 2DO sieve. CITY OF CHANBASSEN =B=S T 2=97 C: S : 2203 i?ocor.^.,•no.^.cod -ou,_'.othod Sot is"te FOr.^.:•; (Post "d: Bo Ock W grata^ troetad) 1-.21.&atanrse ; or be 5'm - 3886 , NcEs chd: Orango �6 �:c. Jopth :>!g or 07ac 7rorch',i3 :.c; !n Fcbrlc a: 9cci^.:: F1I�S CN Mnllil L FENCE - TVPE 1 Stoo: Ponca :oasts, shc:: be used to Suppor': used Foru o ER49dt CON7R01_ FENCE - TYDE 2 Ston: Forco Poets shc:: bo ;:sod bsa'a 9k:21por: ro mcan (..oSu .. ' ...eo Sn S4:1'on.cc) :Cur ce Eno-_ Famco) _ Hca Cur Strove Bah® $.".t !'anco _ T.'o talon bivm tlrougb to. -- - LS' to 2s,' into tM goon&. _ - sow. t. b...o....a cDNo. M. arc to be tea Mtn a EROSION CONTROL Non-D.T000No Matefci. FENCE -rME3 CITY OF • �:� CHANBASSEN r,-Xcs :2-97, ,2. h- 2-97 5300 r'• CHANHASSEN FIRE C:-'->'ARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO i��s to be a minimuof PARKING 1Y x m 18'. FIRE Red an white Is pieffered. LANE S. 311 r equal ans grads rolleetiw an aluminum Is p 4. Wordng shall be NO PARKING FIRE LANE 5. Sgns shoe bar posted at each and of the fire lane and at least at every 75' Intervals along the few lana 6. A8 signs shall be ductile skied facing the direction Of trawl. 7. Past shall be set back o h minimum of 24' but not mon than 36' from the bock of curb. B. A M Wine @hal be required In front of M r Min, deportm t conneetWhs extandl S' an each side and daring all areas designated by the FN ChW. CHAd d c G„b FIRE PREVENTION FIRE DEPARTMENT FIRE PREVENTION POLICY 05-1991 JANUARY 15, 1981 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED N WRITNGi WITH A SITE PLAN, FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE OONRNUITY THROUGHOUT 'RE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LAMES. CITY OF Rc LAME E CHANBASSEN S:ixA0c 2=97 52'.8 Schoell & Madson, Inc. Engineering • Surveying • Planning www.8choelimadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 E& River, Minnesota 55330-1409 (952) 546-7601 - fax: (952) 546-9065 phow (763) 241-108 - fax: (952) 546-9065 Natural The Bottom of the Trench Shall be Shaped to Flt thubie OPica WneBoter.rth for at Lo=t 50% of the de CITY OF'�� CSANHASSENRC 2=97 M"Mr :r..: 2202 3/r pr bot g MRI. 2.0% t1RADE . r. Wye Plugged End A 1/6 Bend ....::..... I " • 'q• I. emcroto aixxnmt :y'o ::ca. I•."* Case 5 baso tnc!da:ta: to cprr.. SECTION A -A No Scale AL 28'24' COTIERCNL A Right-ob-Way. ..-..-..-..-..-.. .-....._ B6111 Curb a Gattr- - 8816 Orb Nk Gutter 6' ,..,.....:v:.. Oil 11 !".:.'.1:1? •1:3R:C SIA:.. l31V. la:.:.Cfi:) :0 S'0' ' :;:) :XGR: MON 'ti oua-i CITY OF R0CX %0 CHANBASSEN C0\ Fr:.tsl�,-08 2.97 530: r x 24' or 30' r 36' Traffic Sign �Double Alumliswin Booth s as Required Sign -7 upper Galvonbzed Sten Post Steel -2 3/8' O.D. �2) 5/16' x i' Galvanized Steel t 10 owl Bdb 3 Pips 12 Gvaga xTamperproof -1rr 1` 1 with Washers t s Icra Typical Street 318. 7 Mehr Sign Installation Poet - PriewmeUaaRy Driven I -a -i Typical Traffic Sign Installation vo= Balt Post With Sign Post to Post In Concrete Expansion Joint Materialr 4 slow Full Depth L in Typical Sign Installation Anchor Plate Detail In Concrete Median 11p For Boulevard Location of Street Sighs and for Traffic sighs, Contact Chanhassen Street Superintendent (612 -474 -19th». 2. Far Material Specifications Sae Section 4.11 of Standard Street Spsea 3. TraMc Siaee with 9 S4 Ft or More ofPosts. ace Arae, and 36' r Larger In Size, Must bar ibunted with Two Separate 4. Fr Private Streets, signs Shall be the Same as Mow, Except Lettering to be White an Blue Background CITY OF STREET AZO CHANHASSEN RA,�► ®i la,.•�N .-99 2=97 52':7 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: G + + + ++ + + + + + + + + + + + + + tY + + + + + + + + + + + + + + + + + ++ • + + + + + Mat.+ ++ + + + + tti + + + 6.% + ++AIF _ + + + + + + a + + + au�npp R 6' Pay Depth �� Maladatl!�o�nd t) Increments (Typ.)ippieanni ZICQ a Oltrpipeipeoutalds MOTES 1. Asols Endner w81 be required to determine the depth of the pips foundation w=ff motorial If needed Pipe foundation material ehol be in accordance with MNDOT 3149.2H course filter aggregate, 2 P.V.C. bedding shall be MNDOT 3149.28 select granular barrow with 100% po sin a 3/4' slave, and less than 10% passing a NO. 2DO clave. 3. A.B.S. bedding shall be MNDOT 3149.2A select ganulr borrow with 100% passing a 3/4' slew and less than 20% passing a NO. 2DO sieve. CITY OF CHANBASSEN =B=S T 2=97 C: S : 2203 i?ocor.^.,•no.^.cod -ou,_'.othod Sot is"te FOr.^.:•; (Post "d: Bo Ock W grata^ troetad) 1-.21.&atanrse ; or be 5'm - 3886 , NcEs chd: Orango �6 �:c. Jopth :>!g or 07ac 7rorch',i3 :.c; !n Fcbrlc a: 9cci^.:: F1I�S CN Mnllil L FENCE - TVPE 1 Stoo: Ponca :oasts, shc:: be used to Suppor': used Foru o ER49dt CON7R01_ FENCE - TYDE 2 Ston: Forco Poets shc:: bo ;:sod bsa'a 9k:21por: ro mcan (..oSu .. ' ...eo Sn S4:1'on.cc) :Cur ce Eno-_ Famco) _ Hca Cur Strove Bah® $.".t !'anco _ T.'o talon bivm tlrougb to. -- - LS' to 2s,' into tM goon&. _ - sow. t. b...o....a cDNo. M. arc to be tea Mtn a EROSION CONTROL Non-D.T000No Matefci. FENCE -rME3 CITY OF • �:� CHANBASSEN r,-Xcs :2-97, ,2. h- 2-97 5300 r'• CHANHASSEN FIRE C:-'->'ARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO i��s to be a minimuof PARKING 1Y x m 18'. FIRE Red an white Is pieffered. LANE S. 311 r equal ans grads rolleetiw an aluminum Is p 4. Wordng shall be NO PARKING FIRE LANE 5. Sgns shoe bar posted at each and of the fire lane and at least at every 75' Intervals along the few lana 6. A8 signs shall be ductile skied facing the direction Of trawl. 7. Past shall be set back o h minimum of 24' but not mon than 36' from the bock of curb. B. A M Wine @hal be required In front of M r Min, deportm t conneetWhs extandl S' an each side and daring all areas designated by the FN ChW. CHAd d c G„b FIRE PREVENTION FIRE DEPARTMENT FIRE PREVENTION POLICY 05-1991 JANUARY 15, 1981 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED N WRITNGi WITH A SITE PLAN, FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE OONRNUITY THROUGHOUT 'RE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LAMES. CITY OF Rc LAME E CHANBASSEN S:ixA0c 2=97 52'.8 Schoell & Madson, Inc. Engineering • Surveying • Planning www.8choelimadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 E& River, Minnesota 55330-1409 (952) 546-7601 - fax: (952) 546-9065 phow (763) 241-108 - fax: (952) 546-9065 Natural The Bottom of the Trench Shall be Shaped to Flt thubie OPica WneBoter.rth for at Lo=t 50% of the de CITY OF'�� CSANHASSENRC 2=97 M"Mr :r..: 2202 3/r pr bot g MRI. 2.0% t1RADE . r. Wye Plugged End A 1/6 Bend ....::..... I " • 'q• I. emcroto aixxnmt :y'o ::ca. I•."* Case 5 baso tnc!da:ta: to cprr.. SECTION A -A No Scale AL 28'24' COTIERCNL A Right-ob-Way. ..-..-..-..-..-.. .-....._ B6111 Curb a Gattr- - 8816 Orb Nk Gutter the Same Trold . Install a 6' Heavy Next to 2 x 2 Blbrreieorte ^rypa,A �T? CFFY OF • CHANHASSEN s�w� azumbs' b' CwbvctlonJoinb A Max. Spacing h E-Vansion Joint (typ)- Valley Gutter O a' ELAH No Scale NOTE 1. Reinforce Vasty Gutter and Triangular Sections with 6' x 6" /S Welded Who Mesh. 2 Contraction Joints Shat be 1/3 the Depth of Slab. 3. BNunkme Paving Section to the Right -of -Way 4 the Some as Street Paving Section. CITY OF COYCrRTTIff CHANHASSEN �:vcwA@NA®x =.. 2-99 . 2-01 y 2=�a '•1i •. 2VAa ii 193_-, CONCRETE BLOCKS PLACED AROUND - INLET PERIMETER. A WIRE SCREEN PLACED AROUND CONCRETE - BLOCK PERIMETER. 1/2' DIAMETER ROCK FILTER FILTER PLACED TO TOP OF CONCRETE BLOCKS AREA INLET WITH GRATE A-0 •' CONCRETE BLOCKS STACKED 1 OR 2 HIGH. WIRE SCREEN TO OVERFLOW PREVENT MOVEMENT OF ROCK. RUNOFF FILTERED WATER SECTION AA CITY OF CA:'CW BARN CBANBASSEN -R BARKS R zi 2=0: 5302 6' Cane. odlr 24x36' slab opening for Neenah R3290 --L or equal NOTE L grate shown Neenah R3290 --L costing and -grime or equal. ELMZ" Minimum of 2 maximum of 5-2' concrete adjustment rings with full beds of mortar. i HDPE sot d=?nrw Zings. ° 6' precast reinforced concrete sled. Top of barrel section under top slab to have nottap edge wooled with 2 beads of Ramnsk r equal. A6 )tints In manhole to have varies '0' ring rubber gaskets, 4 Typ. Precast concrete section HOTE^a -5• 1. Doghouses shall be grouted an both the outside and Inside, 2 No block structures aro allowed Manhole steps, Neend, RIWJ or equal, 16" o.c., Aluminum steps approved. pry Minimum slab thickness, 6' for 14' depth.Increases thickness 1' for each 4. of depth greater than 14', and reinforce with 6x6' 10/10 meMh. (rout bottom of manhole to 1/2 diameter at pipe and Nape Gout 2' toward Invert CITY OF CA :FCO BAS:\ CHANHASSEN YAZVOLE=E p!:.1F1h-00, 1-03 , 2=97 _... 3:02 CL PL WrlaMs g Wye Plugged End A 1/6 Bend 6" PVC SDR -26 Pipe Min. Slops 1/r Pr Foot 2'x2' Marker �1/2 Pips Diameter Min. See Note 2 Sanitary sewer Oras ty Main ANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used In conjunction with Plastic Pipe Sever Meth for DepLts M Cover with Less Than 16 Feet NOTE 1. Solvent Weld all Joints, (Non Gasketed) 2 When Sanitary Sseer Service Y not Acccmpanled by a Water Service In the Same Trold . Install a 6' Heavy Next to 2 x 2 Marker and Paint Top 5' of Poet Flarssoen t Green. 3. Cleanout Rpuired an Private Property N Distance from Main to House Exceeds 90 Fest CFFY OF • CHANHASSEN s�w� azumbs' :1',^.::..... 2=97 ::0.: 2001 ■ ORNAMENTAL FENCE DETAIL 8'-0" O.C. NOM. (MAX.) Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: DETAILS ZONTAL MEMBER ZONTAL MEMBER ZONTAL MEMBER Date: 11-4-05 Sheet: 4 6 of SMI Project Number: 64401-001 MONUMENT SIGN 6—PGA 5—AWS i y •. 4—ACV 2—AWS ` 3—SVJ 6—SDD 3—SVJ 5—AWS 6—SVJ 10—GMS 8—GMS J i 3I TNA 4—AWS J 3—AWS —� 3—TNA — 3—TNA 8—GMS I I I I I\ I I I I, Ye]W LU 2—CAM N N o ro Z 10 -- r - _ 10 10 U0 318.45' n 98.85' Revisions Date: Description: By: Date: Description: By: 11.9.05 CITY COMMENTS kit 2.5" CAL. 1= B&B I� i` 10 -- r - _ 10 10 U0 318.45' n 98.85' Revisions Date: Description: By: Date: Description: By: 11.9.05 CITY COMMENTS kit 2.5" CAL. B&B STRAIGHT LEADER AND FULL CROWN ABM 7 AUTUMN BLAZE MAPLE ACER X FREEMANII 'JEFFERSRED' SMA 8 SUMMIT ASH FRAXINUS PENNSLYVANICA 'SUMMIT' PFC 8 PRAIRIEFIRE CRAB APPLE MALLS X 'PRAIREFIRE' 2„ CAL. SSC 11 SPRING SNOW CRABAPPLE MALUS X 'SPRING SNOW' SVJ 20 SAVIN JUNIPER JUNIPERUS SABINA 'SAVIN' 24"SPRD. #5 CONT TNA 9 1 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Land 2pe Architect under the laws of the State of Minnesota. Kevin Tappan 9 26980 Date: 11.9.05 Re No. Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning wwwschoellmadeon com VW Wayzata Bodevard, Stile 1 554 Third Steel NW, Suite 100 Minneapolis, IRrneeota 55305-1525 Ek River, Iliftmota 55330-1409 phow (952) 546-7601- fax. (952) 546-9065 phone (763) 241-0108 - fax (952) 546-9065 ■ PLANT LEGEND 00 00 SHRUBS/ PERENNIALS • OVERSTORY DECIDUOUS TREE SOD—ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH 0 ORNAMENTAL TREEROCK MULCH IN SHRUB BEDS— DRESSER TRAPP ROCK #817, %" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 OR OWNER APPROVED SUBSTITUTE. EVERGREEN TREE ■ PLANT SCHEDULE CODE QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. ■ LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE PRIMARLY IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, viz" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SOD IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MLT, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN' PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 10. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLAN MATERIAL FOR TWO YEAR UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. 00 M e 0 20 40 60 SCALE IN FEET Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 "LTC ►M►[c THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 11-4-05 Sheet: 5of6 SMI Project Number: 64401-001 2.5" CAL. B&B STRAIGHT LEADER AND FULL CROWN ABM 7 AUTUMN BLAZE MAPLE ACER X FREEMANII 'JEFFERSRED' SMA 8 SUMMIT ASH FRAXINUS PENNSLYVANICA 'SUMMIT' PFC 8 PRAIRIEFIRE CRAB APPLE MALLS X 'PRAIREFIRE' 2„ CAL. SSC 11 SPRING SNOW CRABAPPLE MALUS X 'SPRING SNOW' SVJ 20 SAVIN JUNIPER JUNIPERUS SABINA 'SAVIN' 24"SPRD. #5 CONT TNA 9 1 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' 36" #7 CONT FULL FORM TO GRADE PGA 6 PYGMY GLOBE ARBORVITAE THUJA OCCIDENTALIS 'PYGMY GLOBE'HT. CAM 36 COMPACT AMUR MAPLE ACER GINNALA 'COMPACTA' ACV 20 AMERICAN CRANBERRYBUSH VIBERNUM TRILOBUM 'BAILEY COMPACT' AWS 19 ANTHONY WATERER SPIREA SPIRAEA BUMALDA 'ANTHONY WATERER' 18" HT #5 CONT GMS 26 GOLD MOUND SPIREA SPIRAEA JAPONICA 'GOLDMOUND' SDD 57 STELLA D' ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' 2—YR #1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. ■ LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE PRIMARLY IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, viz" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SOD IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MLT, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN' PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 10. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLAN MATERIAL FOR TWO YEAR UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. 00 M e 0 20 40 60 SCALE IN FEET Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 "LTC ►M►[c THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 11-4-05 Sheet: 5of6 SMI Project Number: 64401-001 = WATERING GUIDELINES PLANT TYPE MACHINE TRANSPLANTED TREES (3" CALIPER+) BALLED & BURLAPPED TREES BARE ROOT TREES BALLED & BURLAPPED SHRUBS AVE. AMOUNT OF WATER PER APPLICATION (GAL.) 50-100 20f 15t 10+ BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t HERBACEOUS GROUNDCOVERS AND 3f VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. = SHRUB PLANTING BACKF S MULCH rr w Z� CL zLJ w o 0 U CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. Revisions Date: Description: By: Date: Description: By: 11.9.05 CITY COMMENTS kit = TREE PLANTING SECTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Lands aArchitect un�e laws of the State of Minnesota. `�— Kevin Teppen Date: 11.9.05 Reg. No. 26980 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL NOTE: STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. gned By: Drawn By: Checked By: PLAN VIEW Schoell & Madson, Inc. Engineering a Surveying • Planning ® wwwachoellmadsoncom VW Wayzata Bodeverd, Suite 1 554 Third Street NW, Suite 100 Winneapofe, fJ'meaota 55305-1525 lac Rkw, M'rmota 55330-1409 phone. (952) 546-7601- fax (952) 546-9065 phone. (763) 241-0108 - fax (952) 546-9065 LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST Client: NOTE: STAKING/GUYING IS NOT ANTICIPATED TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD TREE STAKING/GUYING DETAIL = SLOPED AREA PLANTING TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS BELOW AS APPLICABLE BACKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS of 6 SMI Project Number: 64401-001 n BAR DECK n 04 21 0 o I o 0 0 'r • o EJ El Li Ll u WAITING ® v� VEST \� OI DINING COD V. -xl/ ❑ ❑ r� ❑ ❑ DECK 20 �IR57 FLOOR PLAN TOTAL 5=ARE FOOTAGE: 5,636 5Q. FT. TOTAL SEATIN(S: 16'7 7 wor�N i recta. O 1 -EN C i i DISH DRY HASHING ST IORA(S- 3/16" = P-0" COOLER BEER COOLER � n IN u / OFFICE 1 T. 6 IS DOCK i I I I I I I I DWIPSTER I I �• I I i I i I I RECYCLE REVISIONS ZZ zo � a U J Z)�ps C LaLw Ir Z �oEQ � Z �0 O < Z J LL cr 0 CL Z ZZ •l � L >Z C LaLw cf)a �oEQ Oz p — O < Z �U O T O E •l L C Q L �oEQ p — O T� L Z O 00 T N'p o p >a.� L 3 d� O O a. p � w S O O O L N p L - N 0 O — 0-00� (n Hc� TRUMAN HOWELL ARCHITECTS & ASSOC.,INC. 17815 HUTCHINS DRIVE MINNETONKA, MN 55345 (952)401-7889 FAX(952)+01-7918 DATE 11/4/05 SCALE 3/16'=1'-0" DRAWING FIRST FLOOR PLAN SHEET N0. Al SHEET OF OPEN STEEL OIL BOTTOM OF FASGI� ELEV=109'O. BOARD AND (BEYOND) METAL RAILII TOP OF GONG. 5LA ELEV=100'-O' ELEVATION 3/32" = 1'-O" IJJMG /9 IM11 e ELEVATION BATTEN SIDING 3/32" = I' -O" TOP OF 1200E ELEV=149'-4" 5TEEL TOWER LIGATED METAL ROOF TTOM OF FASCIA ELEV=109'-0" - RAILING 'Or GONG. SLAB ELEV=100'-0" ELEVATION 3/32' = P-0' las■Ea.>F7r•�I.r� BATTEN SIDING ELEVATION 3/32' = 1'-0' EL TOWER TOP OF ROOF ELEV=121'-4" o. ; • -.�� )TTOM OF FASCIA ELEV=109'-O" 'OF GONG. SLAB ELEV=100'O" Ed r REVISIONS ZZ Z zO QU J IL >- r^� _VMJ z W � Z UQ O Q -17 �U u- ) v �O 13-z ZZ of i >z QWr^ N N = r^� _VMJ VJ W Oz UQ Q -17 �U T O E N i C N N = p 3 O_ i p m o E o E — E o -aTvz ) v O p Q p V O _0 O CL N Q) O O C O_ Q))(D O E� N N p p r i N + pw p —O'pll�V) F-0 ITRUMANI HOWELL ARCHITECTS & ASSOC.,INC. 17815 HUTCHINS DRIVE MINNETONKA, MN 55345 (952)101-7889 FAX -(92)401-7918 DATE 11/4/05 SCALE 3/32'1'-0" DRAWING EXTERIOR ELEVATIONS SHEET NO. A2 `SHEET OF BUILDING SECTION 1/4" = I'-0" 2 BUILDING SECTION Etl A3 1/4" = 1.-0.. CEILING ELEV=109'-0" REVISIONS T o E Z Zo Q U >Z C >—z H cl) cl) mQ � Z �O o Q= Z J LL Ic O (Lz T o E Z �M >Z H� p cl) cl) mQ Oz UQ o Q= Z �U T o E - p O � y p ao 0 E— � y o y p E — o a T L Z O N p J 0O C N Ta0t N i p i Q C 3 O O O O N N p N n N pi p s i 0, .4+ O — O p Q�(n HO DATE 11/4/05 SCALE AS NOTED DRAWING BUILDING SECTIONS SHEET NO. A3 SHEET OF CORRUGATED I•EfAL ROO1 PLAN r REVISIONS r Z z o Q U J Q W >-z C!J CA � m= � Z �O O Q= J lL v v+ �O �z O E M If L O � T� >z Q W H C!J CA � m= I Oz UQ O Q= O O E w L O � T� C p O n G p) O N O E — aL O O v v+ ♦+ LO C p p V O a • N C i N w CLf/1 U � — W Ly Q 3 O CL -0 O T LN y 0 O O N d O U 0, L N p p E 'n - s L.N+) L O — O 'O ir (n H O rDATE 11/4/05 SCALE NOTED DRAWING ROOF PLAN l SHEET N0. A4 SHEET OF GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. _ I 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF / EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. r SIGN 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON TW=972.00 I THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT RETAINING WALL-._- ---- LOCATIONS DIRECTED BY CONTRACTOR. --� - ----7! -- TIP OUT CURB h - O 20 40 60 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION 90C? TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR 9� o o ° STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO 0 4I 1SCALE IN FEET EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO 01 AVOID UNDERMINING OF THE EXISTING PAVEMENT. GJQO `68.93 ^k � 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL �J� -6945 0 \ CB 4 CONTROL. Q� \ -8 RIM=968.60 - LPEX. LIGHT LEGEND 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED � �� « e� a� STORM SEWER ALIGNMENTS. POLE C 3 « 77 �1 �� i g�.00 RIM 968.82 .0 9 9 ° x o 0 o sCO '^n - DENOTES EXISTING CONTOUR 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO o$ �• o SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. � o o°I° o ^ -- -----998 r - - - - DENOTES PROPOSED CONTOUR 6' x i� �r 69.63 969.00-969.50 �� ?� �y �� ' oo 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY o �,� DENOTES BOUNDARY LINE ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME 96s.z> ro0`kTIP- UTC RB 1 970.0 9 0 s o.a ,,y DENOTES DRAINAGE/UTILITY EASEMENT THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE 969.72 CONSTRUCTION SITE. O 1.00%- 69.79 DENOTES EXISTING STORM SEWER 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING ro qoo L7 « DENOTES PROPOSED STORM SEWER GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE 1 TIP -OUT DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING CURB h� LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE p ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' DENOTES PROPOSED CURB TIPPED OUT PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF V TIP OUT CURB - 00130000000013- DENOTES EROSION CONTROL SILT FENCE BITUMINOUS PAVEMENT SECTIONS. j 4 69 y1 09513 11 � , - DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE IT PLAN FOR MOST CURRENT HORIZONTAL '< Q 10. REFER TO THE ARCHITECT'S S E O 1.00% � DENOTES PERCENT OF GRA DIMENSIONS AND SITE LAYOUT. w j q� DE �' I x 910.5 DENOTES PROPOSED SPOT ELEVATION 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE ' j RAMPBITUMINOS (DSAWCUT BITUMINOUS LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. g I 69.7p RAMP AND REMOVE 6" DENOTES PROPOSED BUILDING -*d L 6gx910.2 x 96g.60 AO BITUMINOUS CURB 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES m 1.58% } F. F. E= 971 . OO DENOTES EXISTING STORM MANHOLE/CB IN 10 FEET. CB 2 �- �97 .2 A� p �y = 2 g6g�o g`O�oe ® ■ DENOTES PROPOSED STORM MANHOLE/CB 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM `O?I111 OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. m i x 9 DENOTES EXISTING CONCRETE .2L� + . x9670 + 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED �- TIP -OUT + + + + GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE l / CURB + + + HEAVY DUTY POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER V+ + + + BITUMINOUS AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE ROCK V 62 + + + REQUIRED. { CONS RUCTION x966• + + + + + q g + + + + EROSION & SEDIMENT CONTROL MAINTENANCE: E TRANCE 96 g66' + + + + 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB ++ + �5 + 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE // o s ss s o. 7�- PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. / o s e s8 �I -OU CUR �+ DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. / 96 09 �2 °Rs 50 h6 + + , + + + 47 " � o 46 + + /+ , + T7 _ 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB of 96 + + + ++ p06 2 REPLACEMENT SES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO 1 ! HALL BE REPLACED PROMPTLY WHEN IT LONGER NECESSARY. AND GUTTER. f] E} E) El #7 ] 0 E3 D D Q E3 E7 E] E] = 4 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH CONSTRUCT CB 1 g`0 - STORM EVENT. EROSION CONTROL NOTES: _N i OVER EXISTING 18" RCP SAWCUT BITUMINOUS " STORM SEWER EROSION C NTRO 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES I - RIM=967.00 BTDUM NOl°SECURB LT FENC� - FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE SHALL BE INSTALLED PRIOR TO CONSTRUCTION. Ij a - ° EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX - _- -'- SI AS DIRECTED BY THE OWNER. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING..w,°. f Y 6 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL 66.70 A MEASURES. CEI- 4. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE- -96246 =, R ROCK BASE. REFER TO LANDSCAPE STABILIZED WITH SEED, SOD 0-:t WARNING PLANS FOR MATERIALS. THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES 863.50 • - 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND ,' � _ _ � NOUS pq7H � -_ _.._,.,,..,.�. - FOR LOCATIONS0 FALL UNDERGROUND WIRES, CABLES, MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT �.� , OR OTHER PERMITS LPI = E ,7 � - R - COSTRUCTURES EBEFOREHOLES DIGGING. ALVHE SHALL REPAIRUOR D 956.'- 5p� REPLACE THE ABOVE WHEN DAMAGED DURING 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, ' I ? e - - - CONSTRUCTION AT NO COST TO OWNER. INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT - ug if FENCES DURING THE DURATION OF THE CONSTRUCTION. e f ,` _ .m�_. _ CITY OF CHANHASSEN 4 _ _� RECEIVED 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY - THE CONTRACTOR. / - g NOV 0 4 2005 - -- - -. J CHANHASSEN PLANNING DEPT 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS t ESTABLISHED. i ' '" s -R PAVING PLAN LEGEND f p - __ .. °°'�.' ,- 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. - DENOTES LIGHT DUTY BITUMINOUS PAVEMENT. 9b, ! 1 T` -'°`- 1-1/2" Mn/DOT 2331 WEARING COURSE 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL 1-1/2" Mn/DOT 2331 BASE COURSE APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS CRUSHED QUARRY STONE) 1 7" CL 5 GRAVEL (100q E 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. ± / ? � COMPACTED SUBGRADE " " " " ' " " " " " DENOTES HEAVEY DUTY BITUMINOUS PAVEMENT. 2" Mn/DOT 2331 WEARING COURSE 2" Mn/DOT 2331 BASE COURSE BENCHMARK 9" CL. 5 GRAVEL (1007. CRUSHED QUARRY STONE) COMPACTED SUBGRADE Top nut of hydrant as shown. Elevation = 972.37 Ft. (N.G.V.D. 1929) Revisions Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: - Reg. No. Reviewed By: Date: Designed By: Drawn By: I Checked By: Schoell & Madson, Inc. �- Engineering • Surveying • Planning www.echoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone: (952) 546-7601 - fax: (952) 546-9065 phoney (763) 241-0108 - fax: (952) 546-9065 TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: Date: JACOB'S TAVERN CHANHASSEN, MN 11-4-05 Sheet Title: Sheet: PRELIMINARY GRADING PLAN 1 of 5 SMI Project Number: 64401-001 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: - Reg. No. Reviewed By: Date: Designed By: Drawn By: I Checked By: Schoell & Madson, Inc. �- Engineering • Surveying • Planning www.echoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 phone: (952) 546-7601 - fax: (952) 546-9065 phoney (763) 241-0108 - fax: (952) 546-9065 TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: Date: JACOB'S TAVERN CHANHASSEN, MN 11-4-05 Sheet Title: Sheet: PRELIMINARY GRADING PLAN 1 of 5 SMI Project Number: 64401-001 CONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4 OR PVC C-900. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE CITY OF CHANHASSEN. GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG. ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 6" PVC -SDR -26 UNLESS NOTED DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R- 1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY ACCEPTANCE. 7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3290 L WITH CURB BOX OR NEENAH R-1733 CASTING "C" GRATE IN THE MIDDLE OF PARKING LOTS. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. S. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY OF CHANHASSEN. 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166. 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST OBSERVE ALL WORK COMPLETED ON CITY STREETS INCLUDING REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK Top nut of hydrant as shown. Elevation = 972.37 Ft. (N.G.V.D. 1929) MONUMENTI SIGN Revisions Date: Description: By: Date: Description: By: LP 1 / I / I / / I / RETAINING WALL I / I / I 2 6"-45' I / BENDS I / CB 4 RIM=968.60 HDPE 0 0.85% «�� INV.=965.58 / 117' �< I C 3 RIM 968.82 « / INV.=964.5 � I I I 6" TEE I " 0 6" PIV I o O I ® �z I > w I ^� • ' a_ a I . OT 1 --- `° I I I 6" PLUG I 2 16"-4' I CCB 2 L F.F.E=971.00 BENDS 72 I INV.=963.79 N I INV.=963.59 S CB RIM=966.68 I INV=963.69 I 1 L I I v I 58 18" HDPE 5' I 0 0.85% I I EXISTING 18" PLUG V I INV.=963.30 REMO E EX STING 6" LUG V I AND XTEN 6" VC DR- TO - I ---- -- -- FFH - �ONC RACT R T Y - D TH�/ & LOCATION PRIOR TO CONSTRUCTION C CONSTRUCT CB INV=956.8±- .50 0 0 % " RCF OVER EXISTING 1p" RCP REMOVE PORTION OF 8" PIPE. ®0.50 STORM SEWER INSTALL 8"x6" REDUCER SAWCUT BITUMINOUS RIM=967.00 I 6"-90' BEND AND AND REMOVE 6" INV.=963.3± HYDRANT W/6" VALVE BITUMINOUS CURB VERIFY INVERT PPIOR TO CO STRU TION F 4 AWC T & +ttNOUS T ME�SECTI - ----------- CORE DRILL CONNECTION -I _ TO EXISTING CB I INV=963.25 I I L----------------I------------------------------------------------J I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: _ Date: -. I Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Stile 100 Minneapolis Minnesota 55305-1525 Bk Rover, Minnesota 55330-1409 phone (952) 546-7601 - fax: (952) 546-9065 phone (763) 241-0108 - fax (952) 546-9065 r ----------------- I I I I I I I I I I `W n I e 0 20 40 60 s e SCALE IN FEET RMOVE 8" PLUG C NNECT TO EXISTING 8" P C C-900 WATERMAIN WITH - - 8'1x6' REDUCER - I � C UT BITUMINOUS REMOVE 6" IINOUS CURB DENOTES BOUNDARY LINE - - -- - DENOTES DRAINAGE/ UTILITY EASEMENT k=- DENOTES EXISTING STORM SEWER I � I DENOTES PROPOSED STORM SEWER I I - DENOTES PROPOSED WATERMAIN < LP 1 / I / I / / I / RETAINING WALL I / I / I 2 6"-45' I / BENDS I / CB 4 RIM=968.60 HDPE 0 0.85% «�� INV.=965.58 / 117' �< I C 3 RIM 968.82 « / INV.=964.5 � I I I 6" TEE I " 0 6" PIV I o O I ® �z I > w I ^� • ' a_ a I . OT 1 --- `° I I I 6" PLUG I 2 16"-4' I CCB 2 L F.F.E=971.00 BENDS 72 I INV.=963.79 N I INV.=963.59 S CB RIM=966.68 I INV=963.69 I 1 L I I v I 58 18" HDPE 5' I 0 0.85% I I EXISTING 18" PLUG V I INV.=963.30 REMO E EX STING 6" LUG V I AND XTEN 6" VC DR- TO - I ---- -- -- FFH - �ONC RACT R T Y - D TH�/ & LOCATION PRIOR TO CONSTRUCTION C CONSTRUCT CB INV=956.8±- .50 0 0 % " RCF OVER EXISTING 1p" RCP REMOVE PORTION OF 8" PIPE. ®0.50 STORM SEWER INSTALL 8"x6" REDUCER SAWCUT BITUMINOUS RIM=967.00 I 6"-90' BEND AND AND REMOVE 6" INV.=963.3± HYDRANT W/6" VALVE BITUMINOUS CURB VERIFY INVERT PPIOR TO CO STRU TION F 4 AWC T & +ttNOUS T ME�SECTI - ----------- CORE DRILL CONNECTION -I _ TO EXISTING CB I INV=963.25 I I L----------------I------------------------------------------------J I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: _ Date: -. I Designed By: I Drawn By: I Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoellmadsoncom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Stile 100 Minneapolis Minnesota 55305-1525 Bk Rover, Minnesota 55330-1409 phone (952) 546-7601 - fax: (952) 546-9065 phone (763) 241-0108 - fax (952) 546-9065 r ----------------- I I I I I I I I I I `W n I e 0 20 40 60 s e SCALE IN FEET RMOVE 8" PLUG C NNECT TO EXISTING 8" P C C-900 WATERMAIN WITH - - 8'1x6' REDUCER - I � C UT BITUMINOUS REMOVE 6" IINOUS CURB I I- - - - - - - - - - - - - - - - - - Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 LEGEND DENOTES BOUNDARY LINE - - -- - DENOTES DRAINAGE/ UTILITY EASEMENT k=- DENOTES EXISTING STORM SEWER I � I DENOTES PROPOSED STORM SEWER I I - DENOTES PROPOSED WATERMAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING I I I I DENOTES PROPOSED BUILDING � , v= I I- - - - - - - - - - - - - - - - - - Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 LEGEND Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY UTILITY PLAN 2of5 SMI Project Number: 64401-001 DENOTES BOUNDARY LINE - - -- - DENOTES DRAINAGE/ UTILITY EASEMENT k=- DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING D DENOTES PROPOSED BUILDING DENOTES EXISTING STORM MANHOLE/ CB ® t DENOTES PROPOSED STORM MANHOLE/ CB DENOTES PROPOSED FES / FES W/RIPRAP Q DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE DENOTES EXISTING HYDRANT Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY UTILITY PLAN 2of5 SMI Project Number: 64401-001 nom, Surrnoantable Curb e: Gutter to be tra eltoned Into a 9616 type at catchbadn. • / Catchbasln Frame h Crate- Neandn R -3290-L or equd with L Gate �. b b= asin to be depressed 2' below design gutter One grads. A, r W 8�Gu�ttearCanvets No SME TRIC 2 - /4-60' Long Rebore Each way !r V w+. Trauwan 7rmgrim R i Tan of Y i Clrb Design gutter line grads - 2 - /4-60' LONG Rebar Eooh way Frans h Costing SECTION A -A No Scale CITY OF Ct33 CHANHASSEN C©%S7R"C T:O% AT CA :'CV. 3AS::1 2-97 3105 I I N`I NOTE: L Gate Shown � 0 Face of Curb Direction of Flow PLAN Catchbosin costing and grate Neenah R3290 -L or equal 3" radius curb box Precast concrete or _ HOPE adjusting rings Minimum of 2-2", r:a - Gate to be 2" below ggutter grade. 5' transition each side of catchbasin. Tap of Gab Vanes 6 1/2- I Vories /2- Vories 36" st 5. 3' MINIMUM between each and o 3" Grout 6" thick concrete collar an the outside. B" Doghouses shall be grouted on both the /'Inside and outside. SECTION NOTES 1. Steps shall be provided in all catch basin/manhole* and storm sewer manholes. 2. Casting to be totally encased in concrete curt section. 3. No block structures are allowed. 4. No wood shims ore permitted in the ad)usting rings. CITY OF STORM SEWER CHANHASSEN CATCH 3ASM 2=97 3:0: NOTES In Lieu of the Above Treatment the Cantruetor at His Option. After Normal Concrete FkriehYny Ma Embed grspot Meeting the Requremants of Spec. 3137 CA -70 Modlisd to 1OoX of tMA9itofarid 1/2' to 3/8- In Sia• In the Groan Concrete, The Embedded Agqggesggoa Shall Protrude at Least U" Above the Cmaets Saioos. The Exposed Aggegote rmoy be Lightly Rinsed to Wash Mortar off of It CITY OF . 3:A% �60CHANHASSEN c:w'R3 RAMP :.aHx,-Sia 2=97 w.. 52.5 Is MIIMIM SMD FILL MINIMUM FlU. INISU---_____ TLA ON NO INSULATION NOTE RPE SHALL BE C04TEFZED UNDER INSULATION UNLESS OTHERNISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING 130ARD - b 5' 5' 6' S CITY OF CHANHASSEN 2=97 -:, 2205 2' I Vale" to i varkitis MR. 2.0% (RADE I. .. ` -r::poeod Acgrogcta Rcmp '."i'..• i 1 co. 0 cera' Cwuo Aggrogcto. Po.:p �s ft n fOuUSIPoAL COMMERCIAL I` :.• 00000 0000 t 0 0 0 0 lL Bete Curb A Gutter 9518 Curb h Cutter ... ooao ° 0 o t;.o000 °000 °o00 2 when Sanitary Sewn Service Is not Accompanied by a water Service in ffl IFOr ° 000° » 00000 T, 1/rV T 'fir Top BlWmkwus material 00000"00o0a0 1. �: rJ 00000 00000 :x:v .>w FV: " •. 1. L .. 13 l Far Use Oely with Omvewaye. •-,_ 0��5- F o • • CHANHASSEN Owe- Pr OpK.:rr S!d0 G% :.0 B : • J t6- will nz i§A^.! ::0.: 5207 1 -pp a Gab•. a .rc!. "'dth' �-' SURMOUNTABLE $ 6' d' 17 1/Y ep 1/2- F' a b' 4_. 4- a _ Bituminous Curb I_ sECTioN B -B L•0'I 9J -" -1 CHANHASSEN vp-Ir" ' or ! :C::or I6?.''&M 2-97 •.6' C.o^r. oto •� E :2.. 5203 L . :::tsar b 13eso ss SECTION A -A /curb a- ou"'or\.l: C NOTES In Lieu of the Above Treatment the Cantruetor at His Option. After Normal Concrete FkriehYny Ma Embed grspot Meeting the Requremants of Spec. 3137 CA -70 Modlisd to 1OoX of tMA9itofarid 1/2' to 3/8- In Sia• In the Groan Concrete, The Embedded Agqggesggoa Shall Protrude at Least U" Above the Cmaets Saioos. The Exposed Aggegote rmoy be Lightly Rinsed to Wash Mortar off of It CITY OF . 3:A% �60CHANHASSEN c:w'R3 RAMP :.aHx,-Sia 2=97 w.. 52.5 Is MIIMIM SMD FILL MINIMUM FlU. INISU---_____ TLA ON NO INSULATION NOTE RPE SHALL BE C04TEFZED UNDER INSULATION UNLESS OTHERNISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING 130ARD - b 5' 5' 6' S CITY OF CHANHASSEN 2=97 -:, 2205 Nae: Silt fence per MNDOT specifications, source 7000, machine sliced woven monofilament, 3(0%ids Fastened to steel T -Poste with 3(501b) tensile strength plastic zip tie: par T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 e',nd� x�n9 T Posts 24" in erccra Lies ' Min. Dew of e@ n� mare Note: Type 2 silt fence is the same as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands, o r; Hay Cur s<ra. saes _ .-mew e,.-e",q,m�0ermr.a moven Zip Ties d:�" �" a• r e a,� .a..-.ri•mv na,.u. EROSION CONTROL FENCE - TYPE 2 -, CITY OF $::= CHANHASSENcx�� .. .... 2-97 5300 Revisions Date: Description: By: Date: Description: By: avw.e°9 arae �... q : (mxwnum slog f/2 /R) m /- 3' ::i1SHIE ) 118- ,.::i:.. C:i'. 01-7 130R.1.1. '.3?C ii :? ROCK NOTI:: :'..E: TO STOia niROUGIi ROCK. CITY OF 3©�� CHANHASSEN "0% R:;C :ax x"3AXCWE lets, -9e XCE:r�-97 p:X.'.i ::a.: 530* ^393_`301 - - 6' x 24- or 30- or 36• Traffic Sign Double Aluminum Street as Required Sigh - Both Directions _ 25La 7 UOoer Sign Pout SW 2 3/8' O.D. (2) h6- x 1• Galvanized Steel G Aa PastSbolts - Plps 12 Cuags = Tarp rproot _ 1` with washers r, Y vti. L. A Andreae l+labh Curb Typical Street 3LB. 7 Anchor p�igr, In=.tallation Post - Pneumatically Driven `6� _ypical Traffic Sign Installation of f Bale Pas! With Sigh Post � to Post in Concrete E1ganN a Joint Material T 4 Side Ful Depth 17 I to F� �•i F -=•I Typical Siyn Installation Anchor F late Detail In Concrete Median 1. Fair NOTES: Boulevard Location of Street Signs and for Traffic signs, Contact Chanhassen Street Superintendent (612-474-19". 2 For Material Specifications See section 4.11 of standard Street Specs. 3. Traffic Signs with 9 S% Ft. or More of Surface Ana and 36- or Larger In Size• Must be Mounted with Two Separate Posts. 4. For Private Streets. Signs Shall be the Same as Alcove, Except Lettering to be White an Blas Background. CITY OF STR Axw CHANHASSEN SIAL AT:O% M:.sox2 s9 2=97 •a.: 5217 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: 1 led 9ockft + +++ + + + I + + + + + Fmbedrnent ++++ + +++++ ++++++++++MatePayepth ++++ Increments (typ.) 6. + + 12' Pay Depth iiiiiiiiii Fohnpduatbn-1 inaernents (Type) ' i i i i i i i i (hese NotMM�ddt) olev4wwteids i NOTES 1. A sols Engineer will be required to determine the depth of the pipe foundation embedment material t needs& Pipe foundation material shall be In accordance with MNDOT 3149.2H course filter aggregate. 2 P.V.C. bedding shall be be MNDOT 3149.28 select borrow with 100% passing a 3/4- sieve, and lees than 10% passing a NO. 200 aieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4' Wve and less than 20% passing a N0. 200 Wve. CITY OF CHANHASSEN P.VeC. A.3xS. :..�. z,.:: 2=97 2203 Roaom.nan.dod Too•{^ ::othod Sot Posts H7nr^:y (iaost Sc" so lk% or groan troatod) rdr!c par:'DOT 3886. !ntomct!anc: Crc^.gc Depth ...) :)'g or D!sc `.ranch: (:3) :.c,• :r. Fabr!o R Back.M ERQSIal1 CdN71iOL FENCE - TYPE 1 ¢h Sico: o U;^ Poots al: bo usoC .o .^rapport S = Fmco Fi2Q40N OdITitOL Ston: Fm..00 Pears shi:: bo ::sod to S::ppat Snow For:ao bo S:bs.":uted 'a Sr.o= Yoreo) $:t FMCO - ft, or Stmw Balm -�� - Tx. rebax 3rvm through bd. 1.5' to 20' iMs the. gourd. _ Bales to be racemed G' below grade. Boles ars to be tied with . ERQ92Ca17ROL won-IkgadMAe waterid. FENCE - TYPE 3 CITY OF $.L CHANHASSSNSzcS %.9.52-97. 1-02. 1-03 2-97 Poh7:! 1A.o 5300 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAL NO 110 i s to be a minimum of PARKING 12' x to". FIRE2 Red an white is prefferod LANE 3. 3M or equal en ineers grade rH1¢cUve sheeting on aluminum b p 1 4. Wading shall be: NO PARKING FIRE LANE 5. Signs shall be pasted at each and of the fire lane and at bast at every 75' Intervals along the M lana 6.All %4T "1 be duobb awed fading the direction of tro . 7. Post shall be sit back a 1` minimum of 24- but not mon than 36- from the back of curb. S A fie Ione shag be required In front of fire 2' 111111116 "teribnn9 V aeach elds rse and along all areas designated by the Fire Chief. I I Curb FIRE FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15. 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMMED R WRITING. WITH A SITE PLAN. FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARINIENr TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FRE LANES CITY CHANHASSEN :.Axe S:QtiAQc 2=97 >::.-,: :a.. 52:8 Schoell & Madson, Inc. Engineering a Surveying a Planning FEW www.schoellmadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street iNK Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 hone (952) 546-7601 - fax: (952) 546-9065 phorle� (763) 241-0108 - fax: (952) 546-9065 �y-2 w$$ 40T =11_1 III $m--�Le r�p,�� oAk Habitat dmnd NOTE The Bottom of the Trench Shall be Shaped to Flt the Pies Barrel far at Least of the Cutilde er. CITY OF:�_ �_ :✓:xQ CHANHASSEN QCSls ©p �. 2=97 .. 2202 3/4" per foot 2' I Vale" to i varkitis MR. 2.0% (RADE I. 1/Y4 7'r 1/Pr TopBThsnstarer Yolrld ie �s ft SEC -A Na Scale fOuUSIPoAL COMMERCIAL I` :.• MnDOT 8618 Bete Curb A Gutter 9518 Curb h Cutter .• Concrete Curb and atter 2 when Sanitary Sewn Service Is not Accompanied by a water Service in ffl IFOr Marker and Point Top 6- of Post Florescent Green. T, 1/rV T 'fir Top BlWmkwus material ' - - +r • MnDOT 6612 6 :x:v .>w FV: " •. 1. L Concrete Curb and Gutter NOTE dd .�u� Tied l Far Use Oely with Omvewaye. 2 Cantroctlon Joints Shell be 1/3 the. Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way In the Same as or Ids, Mklm ediane. ec CITY OF ffiIL CHANHASSEN 1211 t6- will rTop OWminaue Material i§A^.! ::0.: 5207 SURMOUNTABLE $ +;; :.r=te•.•r: 1` G Concrete Cub all atter 17 1/Y ep 1/2- a el6bastu Bituminous Curb 6" Shoe Formed CITY OF:'NXCAL Cmw'RB CHANHASSEN Axa Q:aTTS I6?.''&M 2-97 2=97 •� E :2.. 5203 Nae: Silt fence per MNDOT specifications, source 7000, machine sliced woven monofilament, 3(0%ids Fastened to steel T -Poste with 3(501b) tensile strength plastic zip tie: par T -Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 e',nd� x�n9 T Posts 24" in erccra Lies ' Min. Dew of e@ n� mare Note: Type 2 silt fence is the same as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands, o r; Hay Cur s<ra. saes _ .-mew e,.-e",q,m�0ermr.a moven Zip Ties d:�" �" a• r e a,� .a..-.ri•mv na,.u. EROSION CONTROL FENCE - TYPE 2 -, CITY OF $::= CHANHASSENcx�� .. .... 2-97 5300 Revisions Date: Description: By: Date: Description: By: avw.e°9 arae �... q : (mxwnum slog f/2 /R) m /- 3' ::i1SHIE ) 118- ,.::i:.. C:i'. 01-7 130R.1.1. '.3?C ii :? ROCK NOTI:: :'..E: TO STOia niROUGIi ROCK. CITY OF 3©�� CHANHASSEN "0% R:;C :ax x"3AXCWE lets, -9e XCE:r�-97 p:X.'.i ::a.: 530* ^393_`301 - - 6' x 24- or 30- or 36• Traffic Sign Double Aluminum Street as Required Sigh - Both Directions _ 25La 7 UOoer Sign Pout SW 2 3/8' O.D. (2) h6- x 1• Galvanized Steel G Aa PastSbolts - Plps 12 Cuags = Tarp rproot _ 1` with washers r, Y vti. L. A Andreae l+labh Curb Typical Street 3LB. 7 Anchor p�igr, In=.tallation Post - Pneumatically Driven `6� _ypical Traffic Sign Installation of f Bale Pas! With Sigh Post � to Post in Concrete E1ganN a Joint Material T 4 Side Ful Depth 17 I to F� �•i F -=•I Typical Siyn Installation Anchor F late Detail In Concrete Median 1. Fair NOTES: Boulevard Location of Street Signs and for Traffic signs, Contact Chanhassen Street Superintendent (612-474-19". 2 For Material Specifications See section 4.11 of standard Street Specs. 3. Traffic Signs with 9 S% Ft. or More of Surface Ana and 36- or Larger In Size• Must be Mounted with Two Separate Posts. 4. For Private Streets. Signs Shall be the Same as Alcove, Except Lettering to be White an Blas Background. CITY OF STR Axw CHANHASSEN SIAL AT:O% M:.sox2 s9 2=97 •a.: 5217 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: 1 led 9ockft + +++ + + + I + + + + + Fmbedrnent ++++ + +++++ ++++++++++MatePayepth ++++ Increments (typ.) 6. + + 12' Pay Depth iiiiiiiiii Fohnpduatbn-1 inaernents (Type) ' i i i i i i i i (hese NotMM�ddt) olev4wwteids i NOTES 1. A sols Engineer will be required to determine the depth of the pipe foundation embedment material t needs& Pipe foundation material shall be In accordance with MNDOT 3149.2H course filter aggregate. 2 P.V.C. bedding shall be be MNDOT 3149.28 select borrow with 100% passing a 3/4- sieve, and lees than 10% passing a NO. 200 aieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4' Wve and less than 20% passing a N0. 200 Wve. CITY OF CHANHASSEN P.VeC. A.3xS. :..�. z,.:: 2=97 2203 Roaom.nan.dod Too•{^ ::othod Sot Posts H7nr^:y (iaost Sc" so lk% or groan troatod) rdr!c par:'DOT 3886. !ntomct!anc: Crc^.gc Depth ...) :)'g or D!sc `.ranch: (:3) :.c,• :r. Fabr!o R Back.M ERQSIal1 CdN71iOL FENCE - TYPE 1 ¢h Sico: o U;^ Poots al: bo usoC .o .^rapport S = Fmco Fi2Q40N OdITitOL Ston: Fm..00 Pears shi:: bo ::sod to S::ppat Snow For:ao bo S:bs.":uted 'a Sr.o= Yoreo) $:t FMCO - ft, or Stmw Balm -�� - Tx. rebax 3rvm through bd. 1.5' to 20' iMs the. gourd. _ Bales to be racemed G' below grade. Boles ars to be tied with . ERQ92Ca17ROL won-IkgadMAe waterid. FENCE - TYPE 3 CITY OF $.L CHANHASSSNSzcS %.9.52-97. 1-02. 1-03 2-97 Poh7:! 1A.o 5300 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAL NO 110 i s to be a minimum of PARKING 12' x to". FIRE2 Red an white is prefferod LANE 3. 3M or equal en ineers grade rH1¢cUve sheeting on aluminum b p 1 4. Wading shall be: NO PARKING FIRE LANE 5. Signs shall be pasted at each and of the fire lane and at bast at every 75' Intervals along the M lana 6.All %4T "1 be duobb awed fading the direction of tro . 7. Post shall be sit back a 1` minimum of 24- but not mon than 36- from the back of curb. S A fie Ione shag be required In front of fire 2' 111111116 "teribnn9 V aeach elds rse and along all areas designated by the Fire Chief. I I Curb FIRE FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15. 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMMED R WRITING. WITH A SITE PLAN. FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARINIENr TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FRE LANES CITY CHANHASSEN :.Axe S:QtiAQc 2=97 >::.-,: :a.. 52:8 Schoell & Madson, Inc. Engineering a Surveying a Planning FEW www.schoellmadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street iNK Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 hone (952) 546-7601 - fax: (952) 546-9065 phorle� (763) 241-0108 - fax: (952) 546-9065 �y-2 w$$ 40T =11_1 III $m--�Le r�p,�� oAk Habitat dmnd NOTE The Bottom of the Trench Shall be Shaped to Flt the Pies Barrel far at Least of the Cutilde er. CITY OF:�_ �_ :✓:xQ CHANHASSEN QCSls ©p �. 2=97 .. 2202 3/4" per foot lar S' MR. 2.0% (RADE I. 6 Wye Plugged En] - 1. I i'7 "1" Concrnto pc'.•aaani .?re. moat 1-1," C:cos 3 boon :rc!dontc, to apron. -10N A SEC -A Na Scale fOuUSIPoAL COMMERCIAL A Right-of-Woy .. _..-..- .. _ . _ _ _ _ Bete Curb A Gutter 9518 Curb h Cutter NOTES: Bituminous 2 when Sanitary Sewn Service Is not Accompanied by a water Service in the Sane Trench, Instal a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Point Top 6- of Post Florescent Green. 3.t�Requ� an Private Property t Distance hon Main to House ExceedsCITY avw.e°9 arae �... q : (mxwnum slog f/2 /R) m /- 3' ::i1SHIE ) 118- ,.::i:.. C:i'. 01-7 130R.1.1. '.3?C ii :? ROCK NOTI:: :'..E: TO STOia niROUGIi ROCK. CITY OF 3©�� CHANHASSEN "0% R:;C :ax x"3AXCWE lets, -9e XCE:r�-97 p:X.'.i ::a.: 530* ^393_`301 - - 6' x 24- or 30- or 36• Traffic Sign Double Aluminum Street as Required Sigh - Both Directions _ 25La 7 UOoer Sign Pout SW 2 3/8' O.D. (2) h6- x 1• Galvanized Steel G Aa PastSbolts - Plps 12 Cuags = Tarp rproot _ 1` with washers r, Y vti. L. A Andreae l+labh Curb Typical Street 3LB. 7 Anchor p�igr, In=.tallation Post - Pneumatically Driven `6� _ypical Traffic Sign Installation of f Bale Pas! With Sigh Post � to Post in Concrete E1ganN a Joint Material T 4 Side Ful Depth 17 I to F� �•i F -=•I Typical Siyn Installation Anchor F late Detail In Concrete Median 1. Fair NOTES: Boulevard Location of Street Signs and for Traffic signs, Contact Chanhassen Street Superintendent (612-474-19". 2 For Material Specifications See section 4.11 of standard Street Specs. 3. Traffic Signs with 9 S% Ft. or More of Surface Ana and 36- or Larger In Size• Must be Mounted with Two Separate Posts. 4. For Private Streets. Signs Shall be the Same as Alcove, Except Lettering to be White an Blas Background. CITY OF STR Axw CHANHASSEN SIAL AT:O% M:.sox2 s9 2=97 •a.: 5217 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By: Date: Designed By: Drawn By: Checked By: 1 led 9ockft + +++ + + + I + + + + + Fmbedrnent ++++ + +++++ ++++++++++MatePayepth ++++ Increments (typ.) 6. + + 12' Pay Depth iiiiiiiiii Fohnpduatbn-1 inaernents (Type) ' i i i i i i i i (hese NotMM�ddt) olev4wwteids i NOTES 1. A sols Engineer will be required to determine the depth of the pipe foundation embedment material t needs& Pipe foundation material shall be In accordance with MNDOT 3149.2H course filter aggregate. 2 P.V.C. bedding shall be be MNDOT 3149.28 select borrow with 100% passing a 3/4- sieve, and lees than 10% passing a NO. 200 aieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4' Wve and less than 20% passing a N0. 200 Wve. CITY OF CHANHASSEN P.VeC. A.3xS. :..�. z,.:: 2=97 2203 Roaom.nan.dod Too•{^ ::othod Sot Posts H7nr^:y (iaost Sc" so lk% or groan troatod) rdr!c par:'DOT 3886. !ntomct!anc: Crc^.gc Depth ...) :)'g or D!sc `.ranch: (:3) :.c,• :r. Fabr!o R Back.M ERQSIal1 CdN71iOL FENCE - TYPE 1 ¢h Sico: o U;^ Poots al: bo usoC .o .^rapport S = Fmco Fi2Q40N OdITitOL Ston: Fm..00 Pears shi:: bo ::sod to S::ppat Snow For:ao bo S:bs.":uted 'a Sr.o= Yoreo) $:t FMCO - ft, or Stmw Balm -�� - Tx. rebax 3rvm through bd. 1.5' to 20' iMs the. gourd. _ Bales to be racemed G' below grade. Boles ars to be tied with . ERQ92Ca17ROL won-IkgadMAe waterid. FENCE - TYPE 3 CITY OF $.L CHANHASSSNSzcS %.9.52-97. 1-02. 1-03 2-97 Poh7:! 1A.o 5300 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAL NO 110 i s to be a minimum of PARKING 12' x to". FIRE2 Red an white is prefferod LANE 3. 3M or equal en ineers grade rH1¢cUve sheeting on aluminum b p 1 4. Wading shall be: NO PARKING FIRE LANE 5. Signs shall be pasted at each and of the fire lane and at bast at every 75' Intervals along the M lana 6.All %4T "1 be duobb awed fading the direction of tro . 7. Post shall be sit back a 1` minimum of 24- but not mon than 36- from the back of curb. S A fie Ione shag be required In front of fire 2' 111111116 "teribnn9 V aeach elds rse and along all areas designated by the Fire Chief. I I Curb FIRE FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15. 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMMED R WRITING. WITH A SITE PLAN. FOR APPROVAL BY THE FRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARINIENr TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FRE LANES CITY CHANHASSEN :.Axe S:QtiAQc 2=97 >::.-,: :a.. 52:8 Schoell & Madson, Inc. Engineering a Surveying a Planning FEW www.schoellmadson.com 10580 Wayzata Boulevard, Suite 1 554 Third Street iNK Suite 100 Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409 hone (952) 546-7601 - fax: (952) 546-9065 phorle� (763) 241-0108 - fax: (952) 546-9065 �y-2 w$$ 40T =11_1 III $m--�Le r�p,�� oAk Habitat dmnd NOTE The Bottom of the Trench Shall be Shaped to Flt the Pies Barrel far at Least of the Cutilde er. CITY OF:�_ �_ :✓:xQ CHANHASSEN QCSls ©p �. 2=97 .. 2202 3/4" per foot lar S' MR. 2.0% (RADE I. 6 Wye Plugged En] - 1. I i'7 "1" Concrnto pc'.•aaani .?re. moat 1-1," C:cos 3 boon :rc!dontc, to apron. -10N A SEC -A Na Scale fOuUSIPoAL COMMERCIAL A Right-of-Woy .. _..-..- .. _ . _ _ _ _ Bete Curb A Gutter 9518 Curb h Cutter NOTES: Bituminous 2 when Sanitary Sewn Service Is not Accompanied by a water Service in the Sane Trench, Instal a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Point Top 6- of Post Florescent Green. 3.t�Requ� an Private Property t Distance hon Main to House ExceedsCITY OF ' - CHANHASSEN DI contraction Jdnts A Expansion Joint (typ)_- Valley Gutter O 8' dd .�u� Tied No Sods 1. Reii Valley Gutter and Triangular Sections with e- x e" #6 Minded Nun Mash. 2 Cantroctlon Joints Shell be 1/3 the. Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way In the Same as Street Paving Section. CITY OF Cox E.,,., ;Fa CHANHASSEN ".)3:VEWAY APR©x PV..9?2-99 2-01 2-97 i§A^.! ::0.: 5207 CONCRETE BLOCKS 1/2- DIAMETER ROCK FILTER PLACED AROUNDFILTER PLACED TO TOP OF INLET PERIMETER. CONCRETE BLOCKS \ A-1 -r. .:. ear �Rw .ji::�•i -T ?X A's"" CONCRETE BLOCKS STACKED 1 OR 2 HIGH. WARE SCREEN TO OVERFLOW �� PREVENT MOVEMENT OF ROCK. RUNOFF ..-..,.., - CITY OF CA': CV 3AS:x CHANHASSEN BARR sash ,�-01 of .,..::p.: 5302 8' Cate. CO&W PilL r b s. Varies a 4 Typ. S" Ir CITY OF CHANHASSEN 2=97 2ex36- dab opening for Neenah R3290 --L or equal NOTE L grate shown Neenah R3290 -L casting and grate or equal. Minimum of 2 maximum of 5-2- - concrete od)ustment rings with full beds of mortar. _ et dtustmq rngyona g *r Cur oe. 8- precast reinforced concrete slab. - Top of barrel section under tap slab to have flat tap edge sealed with 2 beads of Ramnek or equal. AN )tints M manhole to have 0- rng rubber gaskets. Precast concrete section NOTES 1. Doghouses shall be grouted an both the outside and Inside. 2 No block structures ors allowed. Manhole steps, Neenah R198IJ or equal. 16" o.c.. Aluminum steps approved. -Minimum slab thickness, 6" for 14' n 4' Increase thickness 1" for o depthgreater than 14, and reinforce with 6"x6 10/10 mesh. -Gout bottom of manhole to 1/2 dkwneter at pipe and slope grout 2- toward invert. CATCW 3AS:x YARDWOLV . V CIL PL vorwe Ir I _o 6 Wye Plugged En] - 1/b Benda G* PVC SDR -26 Pipe Min. Slope 1/4- Per F 1 / 2•x2' Marker -- �1/2 Pye Dunster Mi.. See Note 2 Sanitary _dt 6faflb MOIR SANITARY SEWER SERVICE CONNECTION DETAIL SerNoan to be Used h Cm)netlan wRh Plastb Pyo Scor Main far I)Wths of Cover w6h Lass Than 16 FOOL NOTES: 1. Solvent Wild all Joints. (Non Gaekerted) 2 when Sanitary Sewn Service Is not Accompanied by a water Service in the Sane Trench, Instal a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Point Top 6- of Post Florescent Green. 3.t�Requ� an Private Property t Distance hon Main to House ExceedsCITY OF ' - CHANHASSEN kWEM SEM= a1asH2-99 a,^.. 2=97 : ; ::0.: 200 ■ ORNAMENTAL FENCE DETAIL 8'-0" O.C. NOM. I (MAX.) I TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 1952) 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: DETAILS ZONTAL MEMBER ZONTAL MEMBER IZONTAL MEMBER Date: 11-4-05 Sheet: 3of5 SMI Project Number: 6440 1-00 1 MONUMEN WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. Revisions Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. Designed By: Drawn By: Checked By: Z 0 20 40 60 SCALE IN FEET Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoellmadaomcom 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100 Wrmeapois, M'meacta 55305-1525 Elk River, Minnesota 55330-1409 phoria (952) 546-7601- fax: (952) 546-9085 phone (763) 241-0108 - fax (952) 546-9065 = PLANT LEGEND � 0 OVERSTORY DECIDUOUS TREE 0 ORNAMENTAL TREE ■ PLANT SCHEDULE ■ CODE QTY COMMON NAME C7 OO SHRUBS/ PERENNIALS SOD—ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP ROCK #817, 3z" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 OR OWNER APPROVED SUBSTITUTE. BOTANICAL NAME SIZE ROOT REMARKS QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE PRIMARLY IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, tz" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SOD IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 10. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLAN MATERIAL FOR TWO YEAR UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 11-4-05 Sheet: 4of5 SMI Project Number: 64401-001 2.5" CAL. B&B STRAIGHT LEADER AND FULL CROWN ABM 4 AUTUMN BLAZE MAPLE ACER X FREEMANII 'JEFFERSRED' SMA 4 SUMMIT ASH FRAXINUS PENNSLYVANICA 'SUMMIT' PFC 4 PRAIRIEFIRE CRAB APPLE MALLS X 'PRAIREFIRE' 2" CAL. SSC 6 SPRING SNOW CRABAPPLE MALUS X 'SPRING SNOW' SVJ 20 SAVIN JUNIPER JUNIPERUS SABINA 'SAVIN' 24"SPRD. #5 CONT TNA 9 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' 36" #7 CONT FULL FORM TO GRADE PGA 6 PYGMY GLOBE ARBORVITAE THUJA OCCIDENTALIS 'PYGMY GLOBE'HT. CAM 32 COMPACT AMUR MAPLE ACER GINNALA 'COMPACTA' ACV 8 AMERICAN CRANBERRYBUSH VIBERNUM TRILOBUM 'BAILEY COMPACT' AWS 20 ANTHONY WATERER SPIREA SPIRAEA BUMALDA 'ANTHONY WATERER' 18" HT. #5 CONT GMS 26 GOLD MOUND SPIREA SPIRAEA JAPONICA 'GOLDMOUND' SDD 57 STELLA D' ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' 2—YR #1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF—SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE PRIMARLY IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, tz" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SOD IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL—MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 10. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL, AND AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLAN MATERIAL FOR TWO YEAR UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF—SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO—YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. Client: TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 11-4-05 Sheet: 4of5 SMI Project Number: 64401-001 = WATERING GUIDELINES BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4f HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. = SHRUB PLANTING w Z a z 0 U nV i"•/1AITAl1.IC� 1111f1TLl CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. Revisions Date: Description: By: Date: Description: By: = TREE PLANTING SECTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL NOTE: STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. Designed By: Drawn By: Checked By: PLAN VIEW Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoelmadsoncom 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Whroapofs, Mmesota 55305-1525 Ek Fiver, M'rvteeota 55330-1409 phorw (952) 546-7601- fax. (952) 546-9065 phow (763) 241-0108 - fax (952) 546-9065 LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST Client: NOTE: STAKING/GUYING IS NOT ANTICIPATED TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD TREE STAKING/GUYING DETAIL. = SLOPED AREA PLANTING EXISTING GRADE CUT AREA ^CANT ACCORDING TO LANTING DETAILS BELOW 3 APPLICABLE TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 4CKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS 5ot5 SMI Project Number: 64401-001 AVE. AMOUNT OF WATER PLANT TYPE PER APPLICATION (GAL.) MACHINE TRANSPLANTED 50-100 TREES (3" CALIPER+) BALLED & BURLAPPED 20t TREES BARE ROOT TREES 15t 10f BALLED & BURLAPPED SHRUBS BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4f HERBACEOUS GROUNDCOVERS AND 3t VINES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CONTRACTOR. 2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO REDUCED OR NO PAYMENT. = SHRUB PLANTING w Z a z 0 U nV i"•/1AITAl1.IC� 1111f1TLl CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. Revisions Date: Description: By: Date: Description: By: = TREE PLANTING SECTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL NOTE: STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. Designed By: Drawn By: Checked By: PLAN VIEW Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoelmadsoncom 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Whroapofs, Mmesota 55305-1525 Ek Fiver, M'rvteeota 55330-1409 phorw (952) 546-7601- fax. (952) 546-9065 phow (763) 241-0108 - fax (952) 546-9065 LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST Client: NOTE: STAKING/GUYING IS NOT ANTICIPATED TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD TREE STAKING/GUYING DETAIL. = SLOPED AREA PLANTING EXISTING GRADE CUT AREA ^CANT ACCORDING TO LANTING DETAILS BELOW 3 APPLICABLE TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 4CKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS 5ot5 SMI Project Number: 64401-001 = TREE PLANTING SECTION I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 1/2 " WIDE STRAPS. DOUBLE STRAND 14 GA. WIRE WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE WRAP. START AT BOTTOM. 3' DIA. RING W/ 4" DEPTH MULCH PLANTING SOIL FINISHED GRADE ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL TWINE AND WIRE. UNDISTURBED SOIL OR COMPACTED BACKFILL NOTE: STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. Designed By: Drawn By: Checked By: PLAN VIEW Schoell & Madson, Inc. Engineering • Surveying • Planning www.schoelmadsoncom 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Whroapofs, Mmesota 55305-1525 Ek Fiver, M'rvteeota 55330-1409 phorw (952) 546-7601- fax. (952) 546-9065 phow (763) 241-0108 - fax (952) 546-9065 LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST Client: NOTE: STAKING/GUYING IS NOT ANTICIPATED TO BE REQUIRED, NOR IS IT DESIRED. BUT IF STAKING/GUYING BECOMES NECESSARY, AS DETERMINED BY THE ENGINEER, THE STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH THE STANDARD TREE STAKING/GUYING DETAIL. = SLOPED AREA PLANTING EXISTING GRADE CUT AREA ^CANT ACCORDING TO LANTING DETAILS BELOW 3 APPLICABLE TRUMAN HOWELL ARCHITECTS & ASSOC., INC 17815 HUTCHINS DRIVE MINNETONKA, MN 19521 401-7889 4CKFILL AREA NOTE: 1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. Project Name/Location: JACOB'S TAVERN CHANHASSEN,MN Date: 11-4-05 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS 5ot5 SMI Project Number: 64401-001 r REVISIONS � T O � N Z z O U J = CLQ W m (A CA z m � Z �O O < J LL CcO (L ;z � T O � N cc M >Z Q W H (A CA � Q m Oz UQ O < �U � T O � N _ t -p O 3 a L p E - O 0 L � � p p a 0 V O L � O T a 0. s N w L V CC - N Q N 3 � u -a o a L N V .Ul N L p Vl H 0 TRUMAN HOWELL ARCHITECTS & ASSOC.,INC. 17815 HUTCHINS DRIVE MINNETONKA, MN 55345 (952)401-1889 FAX(952)401-7918 DATE 11/4/05 SCALE 3/16'=1'-0° DRAVANG FIRST FLOOR PLAN SHEET NO. Al SHEET OF OPEN STEEL f7 i 213-wx_m ROOF BREAK ELEV=121'-4' CORRUGATE[ BOTTOM of PASGI4 ELEV=10q'Om BOARD AND (BEYOND) METAL RAILII TOP OF GONG. SLA ELEV=100'-O" ELEVATION 3/32• = 1'-0" ah, ARGNIT 3iNNI! BOARD (BETOP METAL EL ELEVATION y I vl � ^ A uL r BATTEN SIDING v W 3/32" = I'-0" TOP of ROOF ELEV=14q'-4" OPEN STEEL TOWER BOTTOM OF FASCIA ELEV=1091- " t'9TAL RAILING TOP OF GONG. SLAB ELEV=100'-O" ELEVATION 3/32" = 1'-0" BATTEN SIDING BATTEN SIDING ELEVATION 3/32" = I'-0" STEEL TOWER TOP OF ROOF ELEV=121'-4" :UGATED METAL ROOF BOTTOM OF FASCIA ELEV=10q TOP OF GONG. SLAB ELEV=100'-O" REVISIONS �T Zo cZZ Lc QU •'J L O O T Z C W F— f- aL N O E p z Mcf) W � Z O UQ Z < O J LL L M:O IZ z �T YY 11 cZZ Lc _ t •'J L O O T Z Q W F— CQ aL N O E p (f) Mcf) W oz O UQ Z < = �U �T 0E _ t •'J L O O T .2--5— D— w � O N p p m 3 aL N O E p G N 0 N O E - s O CL o Z L p Q p O O N C u 0-0t N _T _ Lm 3Q O aV O Ti N N _ O N O Q C L d V vl -4% O p �N N p p + — O"pof cn(n H� DATE 11/4/05 SCALE 3/32"=1'-0° DRAWING EXTERIOR ELEVATIONS r SHEET NO. A2 SHEET OF OIL CEILING ELEV=109'-0' BUILDING SECTION 1/4" = 1'-0" u K-2---� BUILDING SECTION Etl 1/4" = V --O" CEILING ELEV=109'-0" REVISIONS T o ;_ Z Z o Q U >Z I >—z H VMJ v, W �U Z O �O Z < J LL crO CL T o ;_ Z �M L >Z Q N N J �w VMJ v, W OZ O Ua Z < �U T o ;_ L - C N N J p n L 3 N O E C N p O ! _ - O d T rt+ L Z p O p Q p V Ot TO' N - N O -o O d i p - = T � O 0 N O O a C L N v L v a'a L L L p O_0 f� V1 H� DATE 11/4/05 SCALE AS NOTED DRAWING BUILDING SECTIONS SHEET NO. A3 SHEET OF WR1ZU&ATED i 7AL ROOF PLAN REVISIONS C T o E M cc p N T � > Z aw F -Q ri) (j) m= Oz o UQ z Q= �U C T o E p N T � .0-0 r 0 O - C � y N 3 p 3 a � w 0 E p o E — o aTo� z + p C p Q p V O + C O T d L N OL O CLQ T O L O 0 p O L N V E N a p p L L N i p DATE tt/4/05 SCALE NOTED DRAWING ROOF PLAN SHEET NO. A4 SHEET OF Non4kannsbb Nwn Item I Description CJ S -Folder Number �A - Folder Name Job Number d 2; �2-2-9 Box Number OC7 (nO Ot 1 f