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CAS-06_ARBORETUM BUSINESS CENTER04'a-ao May 23, 2006 Mr. Joe Smith CITY OF Steiner Construction Services, Inc. 3610 South County Road 101 CHANHASSEN Wayzata, MN 55391 7700Market Boulevard Re: Arboretum Business Center PO Box 147 Chanhassen, MN 55317 Planning Case #06-16 Administration Dear Mr. Smith: Phone:952227.1100 Fax 952.227.1110 This letter is to confirm that on May 22, 2006, the Chanhassen City Council Building Inspections approved Planning Case Site Plan #06-16 , for a 25,300 square -foot, one-story Phone:952227,1180 office -showroom -warehouse building, plans prepared by Mohagen Hansen Fax:952227.1190 Architectural Group, dated March 30, 2006, subject to the following conditions: Engineering Phone:952.227.1160 1. The applicant shall enter into a site plan agreement with the City and provide Fax:952.227.1170 the necessary security to guarantee erosion control, site restoration and Finance landscaping. Phone: 952.227.1140 Fax:952227,1110 2. A separate sign permit will be necessary for each sign. Park 8 Recreation Phone:952.227.1120 3. The building is required to have an automatic fire extinguishing system. Fax: 952.227.1110 Recreation Center 4. The plans must be prepared and signed by design professionals licensed in the 2310 Coulter Boulevard27.1400State Phone: 952.227.1400 of Minnesota. Fax: 952.227.1404 5. Air -test required on that portion of storm sewer within ten feet of building or Planning 8 water service. Permits and inspections required through Chanhassen Building Natural Resources Phone:952.227.1130 Inspections Division. Fax: 952.227.1110 6. Detailed occupancy related requirements will be addressed when complete Public works 1591 Park Road plans are submitted. Phone: 952.227.1300 Fax 952227.1310 7. The owner and or their representative shall meet with the Inspections Division Senior Center as soon as possible to discuss plan review and permit procedures. Phone:952.227.1125 - Fax: 952.227.1110 g. The applicant shall obtain permission from the property owner to the north prior Web SRO to silt fence installation. If permission is not obtained, the plans shall be revised www.cl.chanhasseo.mn.us to accommodate all sediment control measures on -site. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 10. The owner/operator of the proposed development shall apply for and receive an NPDES Phase H Construction permit prior to beginning construction activities. FOAMED The City of Chanhassen • A growing community with clean lakes, quality schools, a charring downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play Mr. Joe Smith May 24, 2006 Page 2 of 2 11. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 12. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. 13. A revised landscape plan shall be submitted before building permit approval. 14. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. 15. A professional civil engineer registered in the State of Minnesota must sign all plans. 16. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24- hour storm event with a full size drainage area map prior to building permit issuance. 17. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. 18. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. 19. Any future loading docks shall be angled similar to the building to the east Enclosed is a site plan agreement that must be executed by Steiner Construction Services, Inc. Return the agreement to me for city execution and recording at Carver County within 120 days of the approval (by September 20, 2006). If there is a separate property owner, they will need to sign the consent page at the end of the agreement. If there is a separate mortgage holder, they will need to sign the mortgage holder consent page. The required security specified in the site plan agreement shall be submitted prior to the city issuing a building permit. A copy of the executed agreement will be returned for your files. If you have any questions or need additional information, please contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure cc: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Jerry Mohn, Building Official 9:\Plan\2006 planning cases\06-16 arboretum business center+approval letterAoc CITY OF CHANHASSEN SUE PLAN PERMrr #06-16 SPECIAL PROVISIONS AGRE 2AENT dated May 22, 2006, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Steiner Construction Services, Inc., (the 'Developer'). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 25,300 square -foot, one-story office -showroom -warehouse building (referred to in this Permit as the "project"). The land is legally described as Lot 1, Block 1, Arboretum Business Park 5'b 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 March 30, 2006, prepared by Mohagen Hansen Architectural Group. Plan B—Grading Plan dated March 29, 2006, prepared by Schoell & Madson, Inc. Plan C—Landscaping Plan dated March 23, 2006, revised April 25, 2006, prepared by Schoell & Madson, Inc. Plan D--Utility Plans dated March 29, 2006, prepared by Schoell & Madson, Inc. Plan E--Exterior Elevation dated March 30, 2006, prepared by Mohagen Hansen Architectural Group. 4. Time of Performance. The Developer shall install all required screening and landscaping by November 15, 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, cash escrow, or equivalent ("security") for $5,000.00 (boulevard rrstoration/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 insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Joe Smith Steiner Construction Services, Inc. 3610 South County Road 101 Wayzata, MN 55391 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered 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. 2 7. Other Special Conditions. (Site plan approval conditions) 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 separate sign permit will be necessary for each sign. c. The building is required to have an automatic fire extinguishing system. d. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. e. Air -test required on that portion of storm sewer within ten feet of building or water service. Permits and inspections required through Chanhassen Building Inspections Division. f. Detailed occupancy related requirements will be addressed when complete plans are submitted. g. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. h. The applicant shall obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans shall be revised to accommodate all sediment control measures on -site. i. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. j. The owner/operator of the proposed development shall apply for and receive an NPDES Phase 11 Construction permit prior to beginning construction activities. k. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 1. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. in. A revised landscape plan shall be submitted before building permit approval. n. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. o. A professional civil engineer registered in the State of Minnesota must sign all plans. p. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24- hour storm event with a full size drainage area map prior to building permit issuance. 3 q. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. r. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. s. Any future loading docks shall be angled similar to the building to the east. General Conditions. The general conditions of this Permit are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN 11114 Thomas A. Furlong, Mayor Todd Gerhardt, City Manager DEVELOPER: Its n 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 , of Steiner Construction Services, Inc. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 CITY OF CHANHASSEN SUE PLAN PERMIT GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the 1 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 authroize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all 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 2 permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may be recorded against the title to the property - 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 3 not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances. and Re lug ations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1). City of Chanhassen; 2). State of Minnesota, its agencies, departments and commissions; 3). United States Army Corps of Engineers; 4). Watershed District; 5). Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the N property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of conecting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of STATE OF M04NESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 200_ , by DRAFTED BY: City of Chanha 7700 Marks Boulevard P. O. Box 147 C ki h�, MN 55317 (952)227-1100 NOTARY PUBLIC Z MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 20 ,by DRAFTED BY: City of Chanhassen 7700 Market Bmievard P.O. Box 147 Chanhassen. MN 55317 (952) 227-1100 day of NOTARY PUBLIC 7 City Council Meeting — May 22, 2006 Mayor Furlong: I would encourage you to setup a time and meet with staff because it'd probably be easier outside of a council meeting to have the back and forth questions. Kate Aanenson: And for the record, I've had this complete conversation with your partner so I don't know where the miscommunication is but he was in my office. Perry Ryan: I just want it for the record. Kate Aanenson: Yep, so. Mayor Furlong: Okay. Very good, thank you. OFFICE -SHOWROOM -WAREHOUSE BUILDING ON 2.69 ACRES OF LAND ZONED PLANNED UNIT DEVELOPMENT. Kate Aanenson: Thank you Mayor, members of the council. Planning Commission held a public hearing on this project on May 2"d and they voted 6-0 to approve the project. The project is kind of filling up the last few lots on the Arboretum Business Park. This property actually has access facing, or excuse me, faces 41 while it has access off of Water Tower Place. Eventually that street will go when 41 gets lowered, will have access to that street itself but right now it has to come internally. The site plan itself, I'm not going to put up the big one. Here's the material. What we did have, and change to some of the entrance. If you look at the original one, this, can you zoom in on that. A little bit more articulated on the views. The back of this building has loading docks. It actually backs onto the other building so you've got back to back loading docks, so there's just a few questions on the sidewalk. Then the other issue that the Planning Commission did spend some time on was, the roof top screening. Because of the elevation they decided that that probably was, that's something that we always make an evaluation on when we're looking at projects is sometimes trying to screen something so that it doesn't need to be actually, because it's more of a kind of a visual and kind of as opposed to just leaving it natural so they decided to use the charcoal gray painted, low profile HVAC equipment and that should.. So with that, what they're asking for is site plan approval and the PUD standards were put in place here a number of years ago. So unless there's specific questions, I showed the materials. The rock base block. It's pretty articulated. It's a nice looking building and the staff is recommending approval with the conditions in the staff report, and I'd be happy to answer any questions you have. Mayor Furlong: Thank you. Questions for staff. Councilwoman Tjomhom: Kate, this is not, this is not retail is it? This is just a showroom? Kate Aanenson: Yeah, office showroom. It's similar to some of the other ones we have up there. It's mostly warehousing space. City Council Meeting — May 22, 2006 Councilwoman Tjomhom: Okay. Todd Gerhardt: Kate, wouldn't it be very similar to All About Lights building? Kate Aanenson: Yep. Todd Gerhardt: Just to the south. Kate Aanenson: Yep. Mayor Furlong: What about truck, as I recall when the building to the east, Vengra Designs was put in there was concern about traffic flow between the two buildings. Where are, I'm looking at that picture. Where are the loading docks? It looks like on the building to the east the docks are angled. For truck flow. Kate Aanenson: Yeah, right. And then this will also have loading docks on the back side. That's always our goal to get loading docks so loading docks for that visual barrier. Engineering did look at that and made some recommendations but I believe that the ultimate or circulation pattern. Mayor Furlong: So the circulation pattern would be from the street up inbetween the buildings and then back out? Kate Aanenson: Correct, and then ultimately when it gets developed when this access becomes open. Right now it's a cul-de-sac but right now there's two access points. To review, this is a truck traffic that will come through this way, reducing the conflict. The other issue was providing additional sidewalk access points so people can walk. Mayor Furlong: It looks like on the building to the east, on the... at least the one I'm looking at, is that those docks are angled so that the trucks would back in. Kate Aanenson: Correct. Mayor Furlong: Are the docks angled on this building? Kate Aanenson: No they're not. Mayor Furlong: They're straight. Is that going to cause a conflict or. Kate Aanenson: We've got 66 feet between the two. For the loading. Paul. Todd Gerhardt: Depends on the size of the truck right? Paul Oehme: Exactly. Yeah, you know the access would come off from the east. East access point. But if you, tractor trucks would have to back up and they'd come in at a 90 degree angle there but for a 66 foot wide street, if that's what it is, you know I think it would be, have enough 39 City Council Meeting — May 22, 2006 clearance there to have them turn in, back in at a 90 degree angle and then come out the same direction they came in at. Mayor Furlong: Where's the 66? Is that to the property line? It's only 44 to the property line. Kate Aanenson: Yeah, between buildings, and one of the conditions we had in there is a cross access easement so they're both backing across each other's property. Mayor Furlong: Alright. I'm just, I guess my questions is why aren't we looking at the angled docks so that we have a natural flow and easier... Kate Aanenson: And making them do the angle? Mayor Furlong: Well we've got an angle on the east building and as I recall, one of the reasons for that was because we didn't know what was going in to the west and for traffic flow. I guess I'm just wondering why we wouldn't have the same angled docks here so that we, it's just a little bit easier. Paul Oehme: I think the access. Kate Aanenson: Maybe the applicant can address that. Mayor Furlong: Okay. Kate Aanenson: Is that alright? Mayor Furlong: Yep. No, that's fine. Why don't you come down. Let's keep it efficient. Joe Smith: Hi, good evening council members. Joe Smith from Steiner Development. Mayor Furlong: Good evening. Joe Smith: We have tried to come up with some flexibility with the back of this building. Ideally what we'd like to do is have those be drive in doors. This building is planned to be an office showroom, office so actually you're not going to have over the road type trucks. They're going to be a UPS type truck, or FedEx type truck. They're not going to be the 40, the 70 foot... Mayor Furlong: Why don't you get some of that at Buck's Furniture or something? That all doesn't come through a, some of that must come on a truck. Joe Smith: I guess it is possible. We had planned on putting one or two docks in and we would angle them. Similar to what we've got at Vengra. Mayor Furlong: Okay. Joe Smith: But we're still waiting to get the users. We don't know what the users are yet. m City Council Meeting — May 22, 2006 Mayor Furlong: I guess from that standpoint, just looking at this, if we, if whatever docks go in the back are angled so they line up with the other buildings. Once you've got driving doors, then it's a non -issue. Joe Smith: Right. Right. Up to this point we've just tried to keep some flexibility as to. Mayor Furlong: That's fine. Joe Smith: We've tried to plan this so. Mayor Furlong: The elevations are such that you can have both drive? Joe Smith: Yep. Yeah. Mayor Furlong: Drive in and. Joe Smith: More likely the drive in would be on the south end and the docks would be towards the north end. We just tried to keep some flexibility because we don't know if it's going to be end up being all office users or office showroom. Just the way the economics work for us. Mayor Furlong: And that's fine and if we put in a dock and we angle it, I think that would be something with the truck traffic and if there's no dock then a drive in would be fine. I'm sorry. Kate Aanenson: Condition number... Mayor Furlong: Is there a 19 already or did we just add it? Kate Aanenson: We just added it. Mayor Furlong: Okay, alright. At least I didn't miss it. Alright, that's great. There's a simple answer, thank you. Any other questions for staff before we invite the applicant back out? No? Anything else to add or comments on the building? I think those were mine. It looks like a very nice design and it's nice to see this development being completed and be nice to get those improvements to 41 as well, to line that up. So any thoughts or comments? Councilman Lundquist: I think it's certainly within the standards. I don't disagree with the angled docks and... development so I think I'm in full support of it. Mayor Furlong: Great. Councilwoman Tjornhom: ...office, Kate I had just one question. ...the signage. When the building does get built. I read it in the staff report that kind of ironed out all this. Right, yeah. Kate Aanenson: They've shown on the site plan, depending on the tenants. The sign band and logo? 41 City Council Meeting — May 22, 2006 Councilwoman Tjomhom: Yes. Kate Aanenson: Yes. So there's approved placement for it. Yeah. We've got a limited, we'll take you through some code amendments so the Planning Commission at their next meeting, so item D. One of the things we looked at now is voltage, color, intensity so. Councilwoman Tjomhom: Okay ... I think it's a great asset for this development. Mayor Furlong: I agree with the statements made and I appreciate your willingness on the docks. I think it will just make it a lot easier with the neighbor and for all the users of the property throughout the development so I'm ready to go forward. Is there a motion? Councilman Lundquist: Motion to approve staffs recommendation with conditions 1 through 19. Published 18 with the addition of 19 on the angled docks. Mayor Furlong: Very good. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Made and seconded. Is there any discussion on the motion? Councilman Lundquist moved, Councilwoman Tjornhom seconded that the City Council approve Site Plan #06-16 for a 25,3W square foot one story office -showroom -warehouse building, plans prepared by Mohagen Hansen Architectural Group, dated March 30, 2006, 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 separate sign permit will be necessary for each sign. 3. The building is required to have an automatic fire extinguishing system. 4. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Air -test required on that portion of storm sewer within ten feet of building or water service. Permits and inspections required through Chanhassen Building Inspections Division. 6. Detailed occupancy related requirements will be addressed when complete plans are submitted. 7. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 42 City Council Meeting — May 22, 2006 8. The applicant shall obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans shall be revised to accommodate all sediment control measures on -site. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. The owner/operator of the proposed development shall apply for and receive an NPDES Phase II Construction permit prior to beginning construction activities. 11. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 12. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. 13. A revised landscape plan shall be submitted before building permit approval. 14. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. 15. A professional civil engineer registered in the State of Minnesota must sign all plans. 16. The applicant will be required to submit storm sewer sizing design data for a 10 year, 24 hour storm event with a full size drainage area map prior to building permit issuance. 17. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots consumption. 18. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. 19. Any future loading docks will be angled. All voted in favor and the motion carried unanimously with a vote of 4 to 0. COUNCIL PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: UPDATE ON FIELD ALLOCATION POLICY. Todd Gerhardt: At this point I'd like to have Todd Hoffman come up and just give you a short, little update on field allocation policy. Mayor Furlong: Okay, thank you. 9K, MEMORANDUM TO: Todd Gerhardt, City Manager Cl �rl l�ry OF FROM: Bob Generous, Senior Planner CHMMSSEN 0 DATE: May 22, 2006 7700 Market Boulevard PBox Chanhassen, MNN 55317 SUBJ: Arboretum Business Center Planning Case #06-16 Administration Phone: 952.2271100 Fax: 952.227.1110 EXECUTIVE SUMMARY Building Inspections Phone: 952.227.4180 Fax:952.227.1190 The developer is requesting site plan review for a 25,300 square -foot, one-story office -showroom -warehouse building. Engineering Phone:952227.1160 ACTION REQUIRED Fax: 952.227.1170 Finance City Council approval requires a majority of City Council present. Phone: 952,227.1140 Fax:952.227.1110 PLANNING COMMISSION SUMMARY Park 6 Recreation Phone.952.227.1120 The Planning Commission held a public hearing on May 2, 2006, to review the Fax: 952.227,1110 proposed development. The Planning Commission voted 6 to 0 to approve the Recreation Center 2310CoulterBoulevard project. The Planning Commission discussed the issue of rooftop proposed P l g P Phone:952.227,1400 screening. The Planning Commission agreed that due to the 20-foot elevation Fax:952,227,1404 difference between Highway 41 and the grade of the site, rooftop screening Planning & enclosures were impractical and the developer could camouflage the units utilizing Natural Resources charcoal gray painted, low -profile rooftop equipment as permitted by the project Phone:952,227.1130 design standards. Fax:952.227.1110 Public works The Planning Commission minutes are item la of the May 22, 2006 City Council 1591 Park Road packet, pages 28 — 34. Phone: 952.227.1300 Fax:952227.1310 RECOMMENDATION Senior Center Phone:952.227.1125 Staff and the Planning Commission recommend adoption of the motion on pages Fax:952.227.1110 8 through 10 as specified in the staff report dated May 2, 2006. Web Site www.d.chantassen.mn.us ATTACHMENTS Planning Commission Staff Report Dated May 2, 2006. g:xplanx2006 planning casesx06-16 arboretum business wntertexecutive summary.dm CA The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautilul parks. A great place to live, work, and play. PC DATE: May 2, 2006 A W H M� con CITY OF CHANHASSEN STAFF REPORT CC DATE: May 22, 2006 REVIEW DEADLINE: May 29, 2006 CASE #: 06-16 BY: AF, RG, LH, ML, JM, JS PROPOSAL: Request for site plan review for a 25,300 square -foot office -showroom - warehouse: ARBORETUM BUSINESS CENTER. LOCATION: Lot 1, Block 1, Arboretum Business Park 5`s Addition, 2970 Water Tower Place APPLICANT: Steiner Construction Services, Inc. 3610 South County Road 101 Wayzata, MN 55391 (952)473-5650 PRESENT ZONING: Planned Unit Development, Light Industrial/Office Park (PUD) 2020 LAND USE PLAN: Office/Industrial ACREAGE: 2.69 acres DENSITY: F.A.R. 0.22 SUMMARY OF REQUEST: Request for site plan review for a 25,300 square -foot office - showroom -warehouse building. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. 0 Location Map Arboretum Business Center Lot 1, Block 1, Arboretum Business Park 5th Addition Planning Case No. 06-16 City of Chanhassen Boulevard Subject Property 1, State Hwy 5 Arboretum B b 1� Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 2 of 11 PROPOSALISUMMARY The developer is requesting site plan review for a 25,300 square foot, one-story office -showroom - warehouse building. Building materials consist of rock face concrete block in cedar (primary material) and limestone (horizontal banding) colors. The property to the north contains Lifetime Fitness, which has a finished floor elevation approximately 13 feet lower than the proposed building. To the east is the Vengra Design building. Located to the south, across Water Tower Place, is the All About Lights building. To the west, approximately 20 feet above the proposed finished floor elevation, is Highway 41. Water and sewer service for the site is in Water Tower Place which also provides access to the site. At a future date, Highway 41 will be lowered and Water Tower Place will connect to Highway 41 with a right-inhight-out access restriction. The site has been previously rough graded as part of Arboretum Business Park 5th Addition. The developer has worked with staff to add a sidewalk from the north side of the building to the public street. Additionally, the developer has revised the building elevations to enhance the entrance features of the building. The proposed development complies with the development design standards and the zoning ordinance. Staff is recommending approval of the project subject to the conditions of the staff report. BACKGROUND On May 27, 2003, the Chanhassen City Council approved the following motions: The Chanhassen City Council approved the preliminary and final plat for Arboretum Business Park 5`h Addition creating two lots; and Site Plan #2003-4, as shown on plans prepared by Steiner Construction Services dated April 4, 2003, for a 20,000 square -foot, one-story office warehouse building on Lot 2, Block 1, Arboretum Business Park 5th Addition. 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 June 22,1998, the city approved a site plan for a 55,911 square -foot building (All About Lights) on Lot 1, Block 2, Arboretum Business Park 3rd Addition and a 52,956 square -foot building (On The Level) on Lot 1, Block 1, Arboretum Business Park 2nd Addition (the On The Level building was not constructed). Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 3 of 11 On May 11, 1998, the City Council approved Arboretum Business Park 2nd Addition consisting of six lots and the right-of-way for Water Tower Place, formerly known as Coulter Boulevard, and a site plan for a 113,600 square -foot office -industrial -warehouse building (Steiner Building 2). 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. ��1�nIM i BANK OLFlCFS .( i, ! _ yYCY1E CLIHIGS MCARE LOTS wm LOT<OI L F 1106 ACu 8: I�Y KMTX=a OFF%E FlESUDUSCH, LOT _ AlMMOR CORMI 23sa c R.20 A ,UUARTE -� � 5 WROTA 1` Y] TOTS pA5 - I - a 19 BS CC PROOOOU<TWN 11 COWITIENCE/C VENTION r('rYy I _ P IM) PYU(a "m p-' IIO1N - 14.M EN CTER 3 I LAOT I LOT 2 ` 1 a TOT1L 151.Td ACM g.98 AC f yO Ac. SCOIC I 7 1 LOTS LOTS 3E INDUS Mt 4 �Qf. I C�JY/®' � IEGFND M.RE110USE lti E..CZT-C� UIILrtV BEAVICEOUn OEFlCE -LOTS I-IJ 31 cJ�, oa. I \ 3&5T /i!C S\ ZB.01 • c�sr /A ww b Mw WI^ Mna.Tr1 - 41 �i N1T, I y� Tj LOT L AC I .I' 12,22.. lTl- 1 1 p�T � IERASE PROPERTY ��,. c' ;O ILLH1R PUD PLAN OEFlCE wEXIS"I Ll M I. L„ILm, s �T ARBORETUM BUSINESS PA J -��'rc ol'Ic LOTS i &1 1" d Rg cxANxessw.A9v cASIcoNVf,M1ER2/ ,2' RANK✓,� Q��. 1' J-- _'•-- OLYCARE �T•_•• OFFlCE 0T1 CLINK RRNIS,RIAI OffK:E nrn,..0 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 this 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 officelindustrial 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. • The City Council approved Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 4 of 10 • 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 11, 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 building entrances are highlighted by canopies over the doorways and display windows to the sides of each entrance. The developer has projected the entry areas out from the building to provide additional articulation and definition to the entryways. Material and Detail The building material consists of rock face concrete block in two colors: cedar and limestone. Horizontal banding is proposed through the use of the limestone block along the base, above the windows and above the sign band on the western building elevation. A limestone colored accent is provided at the top of the architectural columns. The northerly and southerly 35 feet of the west elevation are stepped out from the building approximately four feet. Halfway between each entrance, a column is projected out from the building to help break up the building pattern. Color Building colors consist of cedar (reddish -brown), limestone, sierra tan and colonial red. Height and Roof Design Building height is 22 feet to the top of the parapet. Stag is proposing that the parapot* Additionally, metal canopies are proposed over each of the entrance doors. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 5 of 11 Mechanical equipment either on the roof or at grade must be screened. As part of the building permit process, the applicant must provide a schematic verifying that the rooftop equipment is screened pursuant to city ordinance. No wooden fences are permitted on the roof for screening. Facade Transparency The first floor elevation viewed by the public contains more than 50 percent transparent windows and or doors. Site Furnishing The developer is providing a bicycle rack in the southeast corner of the building. Additionally, staff had the developer extend the sidewalk around the building from the northern door in the northwest comer of the building to the bike parking area in the southeast corner of the building. This sidewalk will then tie in to the sidewalk out to the street. Loading Areas, Refuse Area, etc. The truck parking/loading areas, service yards, refuse and waste removal are located on the eastern side of the building. The landscaping in the southeast comer of the building shall be changed to conifers to provide year round screening of the truck docks. An enclosure is provided for trash containers at the northeast comer of the building. Landscaping Minimum requirements for landscaping for the Arboretum Business Center, Lot 1, Block I development include 4,410 square feet of landscaped area around the parking lot, 17 trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. Required Proposed Vehicular use landscape area 4,410 s . ft. 36,926 s . ft. green space Trees/vehicular use area: Overstory trees 17 canopy trees 20 canopy trees Islands/peninsulas 7 islands/peninsulas 7 islands/peninsulas North property line 2 canopy trees 4 canopy bufferyard B — 200' 4 understory trees 6 understory 30' width 4 shrubs 12 shrubs Hwy. 41 8 canopy trees 8 canopy bufferyard C — 430' 21 understory trees 21 understory 30' width 21 shrubs 19 shrubs South property line 1 canopy trees 2 canopy bufferyard B — 120' 2 understory trees 4 understory 30' width 2 shrubs 6 shrubs Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 6 of 11 The applicant meets minimum requirements for parking lot plantings and bufferyard categories, with the exception of two shrubs along Highway 41. Staff recommends that the Black Hills spruce identified near the building be moved east to serve as screening for the truck area. Additionally, due to the limited width of the planting area, staff recommends that the spruce be replaced with a narrower evergreen species such as arborvitae. Lot Frontage and Parking location The site fronts on Water Tower Place and Highway 41. Parking is distributed around three sides of the building. Loading docks are located on the east side of the building across a truck court from the loading docks on the building to the east. Compliance Table PUD Arboretum Business Center Building Height 3 stories 1 story 40 feet 22 feet Building Setback N - 0' E - 0' N - 82' E - 45' W-70'S-30' W-122'S-80 Parking Stalls 76 stalls 119 Parking Setback N - 0' E - 10' * N - 25' E - 245' W-20'S-0'* W-20'S-50' Hard Surface Coverage 70% 68.5% Lot Area 1 acre 2.69 acres ACCESS Access to the site is provided via Water Tower Place. The site has a shared driveway with the property to the east at the common lot line and a second access out to the cul-de-sac bulb. In the future, Water Tower Place is projected to be connected to Highway 41 with a right-in/right-out turning restriction on the connection. GRADING/DRAINAGE The applicant is proposing to fine grade about 80% of the site for the new office -showroom - warehouse building and parking lots. The plans propose to grade the site for the new building Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 7 of 11 pad of 1003 in elevation. At this elevation, stormwater from the building and parking lots will drain toward the proposed catch basins to be conveyed via storm sewer to the existing Water Tower Place storm sewer. Prior to building permit issuance, storm sewer design data for a 10- year, 24-hour storm event will need to be submitted for staff review. The plans show silt fence is proposed along the north side grading area. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. A maximum side slope of 3:1 is allowed along the north side of the property line. EROSION AND SEDIMENT CONTROL The silt fence to be installed along the northern part of the project is proposed on the adjacent property. The applicant must obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans should be revised to accommodate all sediment control measures on -site. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed OTHER AGENCIES The owner/operator of the proposed development must apply for and receive an NPDES Phase 11 Construction permit prior to beginning construction activities. Any development disturbing more than one acre and creating more than one acre of impervious surface must also have permanent storm water treatment. The Arboretum Business Park PUD addressed permanent storm water treatment as a part of the overall review process. The applicant should apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. UTILITIES Municipal sewer and water service is available to the site from the south side of the lot on Water Tower Place and the east side along the property line. The applicant is proposing to connect to the existing water and sanitary sewer lines and extend them to serve the lot. The south watermain and sewer lines will be considered private utility lines since they will serve only one lot. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. A 20-foot wide public utility easement must be dedicated over the existing watermain and where the sewer crosses from one lot to another. This easement must be recorded before a building permit issued. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 8 of 11 The site has previously been assessed for utility and street improvements and the City Finance Department does not show any remaining balance. Sanitary sewer and water hookup charges will also be applicable. The fees will be calculated at the rate in effect at the time of building permit issuance. The party applying for the permit is responsible for the payment of these fees. The 2006 trunk hookup charge is $1,575 for sanitary sewer, $4,078 for watermain and $1,625 for SAC. The hookup charges are based on the number of SAC units assigned by the Met Council. The City sewer and water hookup charges may be specially assessed against the parcel at the time of building permit issuance. 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 Watershed District, MnDOT, NPDES and Department of Health. STREETS No public streets are proposed as part of this project. The applicant is proposing full access to the site from Water Tower Place. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. LIGHTING/SIGNAGE The developer is proposing 27.5-foot high metal halide light fixtures for the parking lot on square steel poles and wall mount lighting units at a 20-foot height on the building. All fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. The developer is proposing a sign band above each building entrance. Each property shall be allowed one monument sign per street frontage. All freestanding signs shall be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The 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 shall submit a sign package for staff review. A separate sign permit will be necessary for each sign. RECOMMENDATION Staff recommends that the City Council Planing Go__,--: _ adopt the following motion: "The Chanhassen City Council approves Planning Case Site Plan #06-16 , for a 25,300 square -foot, one-story office -showroom -warehouse building, plans prepared by Mohagen Hansen Architectural Group, dated March 30, 2006, subject to the following conditions: Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 9 of 11 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 separate sign permit will be necessary for each sign. 3. The building is required to have an automatic fire extinguishing system. 4. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Air -test required on that portion of storm sewer within ten feet of building or water service. Permits and inspections required through Chanhassen Building Inspections Division. 6. Detailed occupancy related requirements will be addressed when complete plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 8. The applicant shall obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans shall be revised to accommodate all sediment control measures on -site. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 10. The owner/operator of the proposed development shall apply for and receive an NPDES Phase 11 Construction permit prior to beginning construction activities. 11. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 12. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. 13. A revised landscape plan shall be submitted before building permit approval. 14. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. 15. A professional civil engineer registered in the State of Minnesota must sign all plans. 16. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24- hour storm event with a full size drainage area map prior to building permit issuance. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 10 of 11 17. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. 18. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Reduced Copy Floor Plan. 5. Reduced Copy Exterior Elevations. 6. Reduced Copy Preliminary Landscape Plan. 7. Reduced Copy Grading Plan. 8. Reduced Copy Utility Plan. 9. Public Hearing Notice and Mailing List. gAplan\2006 planning cases\06-16 arboretum business cmteAstatf report.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Planning Case 06-16 Application of Steiner Construction Services, Inc. for Site Plan Review for a 25,300 square -foot office -showroom -warehouse — ARBORETUM BUSINESS CENTER On May 2, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Steiner Construction Services, Inc. for a site plan review for the property located at 2970 Water Tower Place. The Planning Commission conducted a public hearing on the proposed site plan 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, Light Industrial/Office Park (PUD). 2. The property is guided by the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 5`s Addition 4. Site Plan Review: 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 Chapter 20, Article 11; Division 6; 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; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 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 #06-16 dated May 2, 2006, prepared by Robert Generous, et al, is incorporated herein. plan. RECOMMENDATION The Planning Commission recommends that the City Council approve the site ADOPTED by the Chanhassen Planning Commission this To day of May, 2006. CHANHASSEN PLANNING COMMISSION "V Its Chairman CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Applicant Name and Contact:_ c%riij AO- Ta4✓�/o�.6m Contac Phone:9,i19j0sro Fax: f73700 Phone: Email: _ifil ai�l./a� o2ilt�If cad Email: Planning Case No. 6G; - I (o ress: F CITY OF CHANHASSEN RECEIVED MAR 3 0 2006 CHANHASSEN PLANNING DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* 5004 2S3 = -W Subdivision* Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment i1i « rlo -per /,ouesa. A7" X Notification Sign - $200' (City to install and remove) X Es w for Filing Fees/Attorney Cost** 50 UP/SPRA/ACA/ARNVAP/Metes & Bounds - $450 Minor SUB TOTAL FEE$ //OOJ.� 0 &_-u �ilrj An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: A/ O/elwi ,Bu r/kfl eelh/" LOCATION: LEGAL DES TOTAL ACREAGE: '2' CZ Q</&jr- WETLANDS PRESENT: YES ✓ NO PRESENT ZONING: AVA REQUESTED ZONING: Pah PRESENT LAND USE DESIGNATION:y/a✓l/��//4� REQUESTED LAND USE DESIGNATION: �6)q-al -ZV41f J�/W / REASON FOR REQUEST: 76 LoY/h//YLGf 9 f 7it,7� rT� /WahG t/ , /196C C- This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. 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COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on April 20, 2006, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Arboretum Business Center — Planning Case 06-16 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 thisAL"day of ri 2006. INY1 V ID1. c.nMo Notary Publi_ KIM T. MEUWISSEN o,, .j- Notary Public- Minnesota My Commission Expiry Jan 31 2010 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 2, 2006 at 7:00 P.M. This hearing may not start until later In the evening,depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan Review for a 25,300 square -foot office - Proposal: showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development — Planning Case 06-16 Applicant: Steiner Development Property Lot 1, Block 1, Arboretum Business Park 5 Addition (2970 Location: Water Tower Place) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/06-16.html. If you wish to talk to someone about this project, please contact Bob Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday 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 mmmercial4ndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, May 2, 2006 at 7:00 P.M. This hearing may not start until ' later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan Review for a 25,300 square -foot office - Proposal: showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development — Planning Case 06-16 Applicant: Steiner Development Property Lot 1, Block 1, Arboretum Business Park 5 Addition (2970 Location: Water Tower Place) 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 W 1 • Staff will give an overview of the proposed project. the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/i)lan/06-16.html. If you wish to talk to someone about this project, please contact Bob Generous by email at benerous@ci.chanhassen.mn.us or by Questions & phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting.. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that Includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a 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 fallow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative Is encouraged to provide a contact for the city Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. ulsclalmer This map is nether a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various cM, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring mur ing measurement of distance or direction or precision in the depiction of geographic features. ff errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466,03, Subd. 21 (2000), and Me user of this map acknowledges that the City shell not be liable for any damages, and evressly waves all clans, and agrees to defend, indemnity, and hdtl harmless the City from any arM at claims brought by User, its employees or agents, or Mid parties which arise out of the users actress or use of data provided. This map is neither a legally recorded rmp nor a survey and is not intended to be used as one. This msp is a compilation of records, information and data located in various city, county, slate and federal offices and other sources regarding Me area shown, and is to be used for reference purposes only, The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, add the City tices not represent that the GIS Data can be used for navigational. tracking or any other purpose requiring emmchrig measurement a distance or direction or precision in the depiction of geographic featuresff anon; or discrepancies are found please correct 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §46603, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any carnage;, and expressly waives all clams, and agrees to defend, indemnify. and hdtl hapless the City from any and all clans brought by User, its employees or agents, or Midi parties which arise out of the users access, or use of data provided. REGENTS OF UNIV OF MINNESOTA C/O REAL ESTATE OFFICE CHASKA GATEWAY PARTNERS PARA PARTNERS LLC 319 15TH AVE SE 3610 CO RD 101 1620 WEST FARM RD 424 DON HOWE BLDG WAYZATA, MN 55391 -3424 CHASKA, MN 55318 - MINNEAPOLIS , MN 55455 -0118 CHANHASSEN ACQUISITIONS LLC C/O PARKER HANNIFIN CORP 6035 PARKLAND BLVD CLEVELAND , OH 44124 -4141 COEUR TERRA LLP C/O STEINER DEVELOPMENT 3610 HWY 101 S WAYZATA, MN 55391 -3424 WATERTOWER PARTNERS LLC PO BOX 532 VICTORIA. MN 55386 -0532 ARBORETUM III REALTY PTRS LLP 3610 CO RD 101 WAYZATA, MN 55391 -3424 Public Hearing Notification Area (500 feet) Arboretum Business Center Lot 1, Block 1, Arboretum Business Park 5th Addition Planning Case No. 06-16 City of Chanhassen va age cn �� ci ArtoreWm Vi\\a90 m N � s oretum Boulevard State m r m U Cc orate Place Subject Property I I T d A iFat ower ace a' m I i 0 CITY OF CHANHASSEN i r/ STAFF REPORT PC DATE: May 2, 2006 CC DATE: May 22, 2006 REVIEW DEADLINE: May 29, 2006 CASE #: 06-16 BY: AF, RG, LH, ML, JM, JS PROPOSAL: Request for site plan review for a 25,300 square -foot office -showroom - warehouse: ARBORETUM BUSINESS CENTER. LOCATION: Lot 1, Block 1, Arboretum Business Park 5i' Addition, 2970 Water Tower Place APPLICANT: Steiner Construction Services, Inc.. 3610 South County Road 101 Wayzata, MN 55391 (952) 473-5650 PRESENT ZONING: Planned Unit Development, Light Industrial/Office Park (PUD) 2020 LAND USE PLAN: Office%dustrial ACREAGE: 2.69 acres DENSITY: F.A.R. 0.22 SUMMARY OF REQUEST: Request for site plan review for a 25,300 square -foot office - showroom -warehouse building. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. 2❑ Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 2 of 10 PROPOSAUSUMMARY The developer is requesting site plan review for a 25,300 square foot, one-story office -showroom - warehouse building. Building materials consist of rock face concrete block in cedar (primary material) and limestone (horizontal banding) colors. The property to the north contains Lifetime Fitness, which has a finished floor elevation approximately 13 feet lower than the proposed building. To the east is the Vengra Design building. Located to the south, across Water Tower Place, is the All About Lights building. To the west, approximately 20 feet above the proposed finished floor elevation, is Highway 41. Water and sewer service for the site is in Water Tower Place which also provides access to the site. At a future date, Highway 41 will be lowered and Water Tower Place will connect to Highway 41 with a right-inhight-out access restriction. The site has been previously rough graded as part of Arboretum Business Park 5`h Addition. The developer has worked with staff to add a sidewalk from the north side of the building to the public street. Additionally, the developer has revised the building elevations to enhance the entrance features of the building. The proposed development complies with the development design standards and the zoning ordinance. Staff is recommending approval of the project subject to the conditions of the staff report. BACKGROUND On May 27, 2003, the Chanhassen City Council approved the following motions: The Chanhassen City Council approved the preliminary and final plat for Arboretum Business Park 5m Addition creating two lots; and Site Plan #2003-4, as shown on plans prepared by Steiner Construction Services dated April 4, 2003, for a 20,000 square -foot, one-story office warehouse building on Lot 2, Block 1, Arboretum Business Park 5`s Addition. 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 rmmation/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 June 22, 1998, the city approved a site plan for a 55,911 square -foot building (All About Lights) on Lot 1, Block 2, Arboretum Business Park 3rd Addition and a 52,956 square -foot building (On The Level) on Lot 1, Block 1, Arboretum Business Park 2nd Addition (the On The Level building was not constructed). Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 3 of 10 On May 11, 1998, the City Council approved Arboretum Business Park 2nd Addition consisting of six lots and the right-of-way for Water Tower Place, formerly known as Coulter Boulevard, and a site plan for a 113,600 square -foot office -industrial -warehouse building (Steiner Building 2). 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. - .- UM1&4 LCC WYCME �- HITm CLUBLOTS "" IA DO AC 1 E' —LT A TF. fir. xFALTN Le D. OFFICE RESCURCx LOT '�LJ... I _ MOUSTRIAL 23.20 AL - CORPORATE _ EAOWARTER^y y � �I OUTLOT IDTS BLS PRODUCTION % 19 8J AC, pNIK = A8.% CONFERENCE/COBVENTI �1-tFl Lb CENTER O t1�LOi2 IclOia /� ' TOTLL=1SLTU AORF$ LOTS 13 3G6�!1e09.Se AC LOTS 33 +x97-1 / Cy�TOrr•4 '1 Ix.0 TRINL / Y _ LEGEND WARFNOUSE I�GEOA"GY,�F.-y C C CF ,1® xms 911 T 44C y / \—� 61 m NIµRm MITT SEnncE".` Sie — OFFICE p-Lot dL P\ 31 c. `.. I �\ OUTLOTB{ i 1 PGl_1OTT 1 LOT t I i 28OarL) WRASE GRO t � W.55 . 4p 1 1].22 AC. I t i5- Poo PLAN OFPKE ARBORETUM BUSINESS PA LOTS 166 "{`. . # •• - E �! CHANHAssw.lp RA&roMYfl�MCE/ �$T AAC y� 7 OFF CLINK INDUTECLL OFRCE_-._- 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 this 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 officelindustrial 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. • The City Council approved Wetland Alteration Permit for Gateway Business Park subject to the conditions of preliminary PUD #92-6 approval. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 4 of 10 • 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 building entrances are highlighted by canopies over the doorways and display windows to the sides of each entrance. The developer has projected the entry areas out from the building to provide additional articulation and definition to the entryways. Material and Detail The building material consists of rock face concrete block in two colors: cedar and limestone. Horizontal banding is proposed through the use of the limestone block along the base, above the windows and above the sign band on the western building elevation. A limestone colored accent is provided at the top of the architectural columns. The northerly and southerly 35 feet of the west elevation are stepped out from the building approximately four feet. Halfway between each entrance, a column is projected out from the building to help break up the building pattern. Color Building colors consist of cedar (reddish -brown), limestone, sierra tan and colonial red. Height and Roof Design Building height is 22 feet to the top of the parapet. Staff is proposing that the parapets above the entrances be raised to help define the entrances. This stepping of the parapet will help create a pitch element for the building. Additionally, metal canopies are proposed over each of the entrance doors. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 5 of 10 Mechanical equipment either on the roof or at grade must be screened. As part of the building permit process, the applicant must provide a schematic verifying that the rooftop equipment is screened pursuant to city ordinance. No wooden fences are permitted on the roof for screening. Facade Transparency The first floor elevation viewed by the public contains more than 50 percent transparent windows and or doors. Site Furnishing The developer is providing a bicycle rack in the southeast comer of the building. Additionally, staff had the developer extend the sidewalk around the building from the northern door in the northwest corner of the building to the bike parking area in the southeast corner of the building. This sidewalk will then tie in to the sidewalk out to the street. Loading Areas, Refuse Area, etc. The truck parking/loading areas, service yards, refuse and waste removal are located on the eastern side of the building. The landscaping in the southeast corner of the building shall be changed to conifers to provide year round screening of the truck docks. An enclosure is provided for trash containers at the northeast corner of the building. Landscaping Minimum requirements for landscaping for the Arboretum Business Center, Lot 1, Block 1 development include 4,410 square feet of landscaped area around the parking lot, 17 trees for the parking lot, and bufferyard plantings along property lines. The applicant's proposed as compared to the requirements for all landscape requirements is shown in the following table. Required Proposed Vehicular use landscape area 4,410 s . ft. 36,926 s . ft. green space Trees/vehicular use area: Overstory trees 17 canopy trees 20 canopy trees Islands/peninsulas 7 islands/peninsulas 7 islands/peninsulas North property line 2 canopy trees 4 canopy bufferyard B — 200' 4 understory trees 6 understory 30' width 4 shrubs 12 shrubs Hwy. 41 8 canopy trees 8 canopy bufferyard C — 430' 21 understory trees 21 understory 30' width 21 shrubs 19 shrubs South property line 1 canopy trees 2 canopy bufferyard B — 120' 2 understory trees 4 understory 30' width 2 shrubs 6 shrubs Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 6 of 10 The applicant meets minimum requirements for parking lot plantings and bufferyard categories, with the exception of two shrubs along Highway 41. Staff recommends that the Black Hills spruce identified near the building be moved east to serve as screening for the truck area. Additionally, due to the limited width of the planting area, staff recommends that the spruce be replaced with a narrower evergreen species such as arborvitae. Lot Frontage and Parking location The site fronts on Water Tower Place and Highway 41. Parking is distributed around three sides of the building. Loading docks are located on the east side of the building across a truck court from the loading docks on the building to the east. Compliance Table PUD Arboretum Business Center Building Height 3 stories 1 story 40 feet 22 feet Building Setback N - 0' E - 0' N - 82' E - 45' W-70'S-30' W-122'S-80 Parking Stalls 76 stalls 119 Parking Setback N - 0' E - 10' * N - 25' E - 245' W-20'S-0'* W-20'S-50' Hard Surface Coverage 70% 68.5% Lot Area 1 acre 2.69 acres ACCESS Access to the site is provided via Water Tower Place. The site has a shared driveway with the property to the east at the common lot line and a second access out to the cul-de-sac bulb. In the future, Water Tower Place is projected to be connected to Highway 41 with a right-in/right-out turning restriction on the connection. GRADING/DRAINAGE The applicant is proposing to fine grade about 80% of the site for the new office -showroom - warehouse building and parking lots. The plans propose to grade the site for the new building Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 7 of 10 pad of 1003 in elevation. At this elevation, stormwater from the building and parking lots will drain toward the proposed catch basins to be conveyed via storm sewer to the existing Water Tower Place storm sewer. Prior to building permit issuance, storm sewer design data for a 10- year, 24-hour storm event will need to be submitted for staff review. The plans show silt fence is proposed along the north side grading area. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. A maximum side slope of 3:1 is allowed along the north side of the property line. EROSION AND SEDIMENT CONTROL The silt fence to be installed along the northern part of the project is proposed on the adjacent property. The applicant must obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans should be revised to accommodate all sediment control measures on -site. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. OTHER AGENCIES The owner/operator of the proposed development must apply for and receive an NPDES Phase H Construction permit prior to beginning construction activities. Any development disturbing more than one acre and creating more than one acre of impervious surface must also have permanent storm water treatment. The Arboretum Business Park PUD addressed permanent storm water treatment as a part of the overall review process. The applicant should apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. UTILITIES Municipal sewer and water service is available to the site from the south side of the lot on Water Tower Place and the east side along the property line. The applicant is proposing to connect to the existing water and sanitary sewer lines and extend them to serve the lot. The south watermain and sewer lines will be considered private utility lines since they will serve only one lot. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. A 20-foot wide public utility easement must be dedicated over the existing watermain and where the sewer crosses from one lot to another. This easement must be recorded before a building permit issued. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 8 of 10 The site has previously been assessed for utility and street improvements and the City Finance Department does not show any remaining balance. Sanitary sewer and water hookup charges will also be applicable. The fees will be calculated at the rate in effect at the time of building permit issuance. The party applying for the permit is responsible for the payment of these fees. The 2006 trunk hookup charge is $1,575 for sanitary sewer, $4,078 for watermain and $1,625 for SAC. The hookup charges are based on the number of SAC units assigned by the Met Council. The City sewer and water hookup charges may be specially assessed against the parcel at the time of building permit issuance. 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 Watershed District, MnDOT, NPDES and Department of Health. STREETS No public streets are proposed as part of this project. The applicant is proposing full access to the site from Water Tower Place. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. LIGHTING/SIGNAGE The developer is proposing 27.5-foot high metal halide light fixtures for the parking lot on square steel poles and wall mount lighting units at a 20-foot height on the building. All fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. The developer is proposing a sign band above each building entrance. Each property shall be allowed one monument sign per street frontage. All freestanding signs shall be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The 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 shall submit a sign package for staff review. A separate sign permit will be necessary for each sign. RECOMMENDATION Staff recommends that the Planning Commission adopt the following motion: "The Planning recommends approval of Planning Case Site Plan #06-16 , for a 25,300 square - foot, one-story office -showroom -warehouse building, plans prepared by Mohagen Hansen Architectural Group, dated March 30, 2006, subject to the following conditions: Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 9 of 10 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 separate sign permit will be necessary for each sign. 3. The building is required to have an automatic fire extinguishing system. 4. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Air -test required on that portion of storm sewer within ten feet of building or water service. Permits and inspections required through Chanhassen Building Inspections Division. 6. Detailed occupancy related requirements will be addressed when complete plans are submitted. 7. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 8. The applicant shall obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans shall be revised to accommodate all sediment control measures on -site. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 10. The owner/operator of the proposed development shall apply for and receive an NPDFS Phase II Construction permit prior to beginning construction activities. 11. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 12. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. 13. A revised landscape plan shall be submitted before building permit approval. 14. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. 15. A professional civil engineer registered in the State of Minnesota must sign all plans. 16. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24- hour storm event with a full size drainage area map prior to building permit issuance. Arboretum Business Center Planning Case 06-16 May 2, 2006 Page 10 of 10 17. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. 18. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Reduced Copy Site Plan. 4. Reduced Copy Floor Plan. 5. Reduced Copy Exterior Elevations. 6. Reduced Copy Preliminary Landscape Plan. 7. Reduced Copy Grading Plan. 8. Reduced Copy Utility Plan. 9. Public Hearing Notice and Mailing List. gAplan\2006 planning cases\06-16 arboretum business centefttaff mpmt.doc ()(,- I �0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Planning Case 06-16 Application of Steiner Construction Services, Inc. for Site Plan Review for a 25,300 square -foot office -showroom -warehouse — ARBORETUM BUSINESS CENTER On May 2, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Steiner Construction Services, Inc. for a site plan review for the property located at 2970 Water Tower Place. The Planning Commission conducted a public hearing on the proposed site plan 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, Light Industrial/Office Park (PUD)• 2. The property is guided by the Land Use Plan for Office/Industrial. 3. The legal description of the property is: Lot 1, Block 1, Arboretum Business Park 5`" Addition 4. Site Plan Review: 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 Chapter 20, Article II; Division 6; 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; se"KED i 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; e. The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 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 #06-16 dated May 2, 2006, prepared by Robert Generous, et al, is incorporated herein. plan. RECOMMENDATION The Planning Commission recommends that the City Council approve the site ADOPTED by the Chanhassen Planning Commission this 2nd day of May, 2006. CHANHASSEN PLANNING COMMISSION la-, 2 Planning Commission Meeting — May 2, 2006 PUBLIC HEARING: ARBORETUM BUSINESS CENTER: REOUEST FOR SITE PLAN REVIEW FOR A PLACE, APPLICANT STEINER DEVELOPMENT, PLANNING CASE 06-16. Public Present: Name Address Joe Smith Jeff Conkling Todd Mohagen 3610 County Road 101 South, Wayzata 3610 County Road 101 South, Wayzata Mohagen Hansen Architectural Group Bob Generous presented the staff report on this item. McDonald: Commissioners, I'll bring it back. Kurt, want to start? Papke: Just one or two here. You mentioned, staff is proposing that parapets above the entrances be raised to help define the entrances. Could you sketch on there what you're proposing? I'm not quite sure I understand what that is. Generous: We were looking originally at raising this whole area up, but they've come back with another, this alternative that they projected it out and then they revised the color so all we wanted was to enhance those entrances on the building and so they really stand out and we think their architect came back with a good plan. Additionally, above each of these doorways there are canopies so you'll really be able to notice it. This could be a multi -tenant building. It could be a condo. It could be one user that takes it all. But right now this provides the most flexibility. They can create each, two units at each door. Papke: So that proposal for a parapet is a moot point? That's been removed to construct, okay. The only other question I had about signage. When we see a sign over the window per unit like this, sometimes the developer comes back and says, we need another sign somewhere else because we don't have enough visibility. You know we just saw that down here by the theater and with the bank and so on. Any discussions or issues with the signage here? Generous: Not that I'm aware of. The applicant hasn't specified anything. He's pretty confident, the west elevation is the primary visibility. Papke: From 41? Generous: They are permitted to have two monument signs on the property. One on 41 and one on the Water Tower Place. Again, right now... Papke: They're not going to ask for a sign on the water tower or anything? 28 SCANIM Planning Commission Meeting — May 2, 2006 Dillon: I don't have any questions. Keefe: Just two quick questions. One, just following on the signage. Is it proposed to be consistent signage package all the way across or do they vary from day to day, from. Do you know what I mean? Do we take control of that? I mean I think it looks nicer if they're kind of consistent and so. Generous: It's more a management. We have our standard ordinance they have individual dimensional letters on there but you know, that can be varied by tenant. It's usually the management company that has the most control... Keefe: Alright. Where does the sidewalk go? I mean it comes down to the street and then? Generous: Yes, and then on the south side of Water Tower Place there is a sidewalk that goes to Century Boulevard and that connects into our trail. Keefe: Alright, so that whole sidewalk is on the south side. Generous: Yes, it will go down to Century right now. Keefe: Okay, that's it. McDonald: Debbie. Larson: Only one. Looking at page 6 where it talks about parking. For the park, it requires 76 and they've got 119. Is that normal? Okay? What? Generous: They're over parking the site but their assumption was. Larson: Is that better I guess? Generous: Well as long as they convert it all to office space, there's more requirement for parking for office in there. Right now they have certain assumptions that they've built in to come up with that 70. We did come up with 76. I think they're hoping some of their people they talked to, that it may be more office. And if it is, they have to be able to meet those standards. Larson: Gotch ya. Generous: And what they don't, they can lease them or sell it. Larson: Okay, that's all I had. McDonald: Mark. I have no questions for staff at this time either so, is the applicant here? 29 Planning Commission Meeting — May 2, 2006 Joe Smith: Hi, good evening. I'm Joe Smith. I'm with Steiner Development. We're the developer of the property. Just to address the couple questions that I heard. Signage. We built several other buildings in the park and our signage has been consistent. It has been the block letters. We don't want different colored letters. Different fonts. Those type of things. We just think it looks a lot better. It's more consistent signage so that's our plan. Occasionally we'll fight with tenants on that but typically we'll adhere to those standards that we've got in our other buildings. To the parking issue, it's flexibility. We've over parked it just for the fact that we don't know who's going to come in the door. It may be an all office user so we want to make sure that we've got the adequate parking so we don't have parking issues. Anybody have any, I guess one other question. I saw in the notes about roof top screening, as far as screening roof top, HVAC units. I know that in the past we have not had to do that. We've either painted the cabinets or we've ordered the cabinets with kind of a camouflaged, so they blend in. And the screening gets to be a maintenance issue. It's very expensive to do on the front end. We would prefer to either use low profile roof top units or go with a painted cabinet so they blend into the roof of the building so we don't have to go through the maintenance and the additional expense of using screening materials. This is Todd Mohagen. He's our architect. Todd Mohagen: If I might interject a little bit. Todd Mohagen, 1415 East Wayzata Boulevard. What we're finding as a trend, the roof screening is becoming more and more unpopular just because of the maintenance that's involved with roof screening. They do tend to get damaged by the wind. At times they do damage the roof. What you will find in a lot of city ordinances now, that they are accepting painted roof top screening on the equipment itself. For me personally I think it's a cleaner look than having the screening that's around there. Typically kind of that charcoal gray is a nice color. It blends in nicely with the roof, especially when you have the road that's higher than the site itself right now. And then also from the ground, when you see the charcoal, it disappears. It tends to just go away. You'd think blue would be the color but it really is the charcoal color that works the best, so we'd like you to consider that. Joe Smith: Any other questions? McDonald: Any other questions from the commissioners? Mr. Papke? Dillon: Who are the perspective tenants? I mean what type of customer would you have? Joe Smith: Office warehouse users. Smaller office users. We are actually talking to a couple of all office users for the entire building. Just a, they could be manufacturer's rep type companies. They could be small assembly type companies. It could be an all office type of a use. Dillon: That's the only question I have. Keefe: Just getting back to your mechanical that goes on the roof, or at grade. So are you, in talking about grade, both on the roof and on grade or just on the roof or? Joe Smith: Our rooftop, our air conditioning and heat units are located on the roof. Keefe: You wouldn't have any mechanical units on grade level or? Ell Planning Commission Meeting — May 2, 2006 Joe Smith: No, typically not. Keefe: ...on roof top. And then do have parapets on this building or not. I mean are there any? Joe Smith: Yeah, it's 9 inches probably. Keefe: Alright. And so, it won't, I guess one of the concerns is, you know as you're kind of walking up to it, I think one thing because you're up so high, you know 41 is up so high, looking down. I don't know, typically how would you screen it anyway? Would it be fully boxed or? Todd Mohagen's comments from the audience were not picked up on tape. Keefe: Right, yeah. Okay. Papke: How much higher is 41 than the grade here? Generous: Well it varies. It's about 20 feet. Papke: So you're practically at the roof top there. Joe Smith: But it won't be 20 feet above the top of the building. Generous: Right, no. From grade. Papke: From grade. Joe Smith: It's 20 feet above grade. Keefe: Right. I guess I could see you know screening from sort of grade as you come in to have it being set back far enough where you wouldn't really get a view of them. I mean I don't know. Joe Smith: From the grade you won't see the units at all. From the road you will. But they will never be fully boxed because there's ventilation that has to happen, so they'd never screen the very top. It's just around the sides. Papke: What's that on the All About Lights building? What do we have there? Generous: I think they have a higher parapet. Keefe: So the point is, you can't see it from grade. So I mean I think we get. Joe Smith: The other 3 buildings that we built there and then the Vanger building, those units are not screened. McDonald: Okay. 31 Planning Commission Meeting — May 2, 2006 Keefe: But you're open to that, painting? Joe Smith: Generous: Mr. Chairman, if I may. The design standards do specify either screening or camouflaged... McDonald: Okay. Undestad: I think even metal flashing around there, you can get your units in that beige color too can't you? The low profile on each rooftop units and put them back far enough so that nobody sees them anymore. Todd Mohagen: Yeah, I mean I just found if you use the charcoal gray it really disappears. Especially if we have a roadway that's up higher. Typically the rock that's used on the roof is kind of a grayish tone so it works great. Keefe: Okay. McDonald: I think all of my questions were answered so I have no questions for you. Joe Smith: Thank you. McDonald: At this point I will open up the public meeting portion of this and anyone wishing to make comment, please come forward to the podium. State your name and address and address your comments to the commissioners. Seeing no one come forward, we'll close the public meeting and I will bring this case back before the commissioners for discussion, review and a vote. Who would like to start? Kurt? Kevin? Dan no? Debbie? Larson: It looks fine to me. McDonald: No? And I have no comments either, so I think we're ready. At this point I would accept a motion. Larson: Planning Commission recommends that the City Council approve the site plan adopted by Chanhassen, oh that's all. Is that it? No? I'm reading the wrong thing. McDonald: Page 8. Larson: Page 8? What am I? McDonald: Well you must be on findings of facts. Larson: Okay, what am I reading? Oh thank you. The Planning Commission recommends approval of Planning Case Site Plan #06-16 for a 25,300 square foot, one story office showroom, 32 Planning Commission Meeting — May 2, 2006 warehouse building. Plans prepared by Mohagen Hansen Architectural Group dated March 30, 2006, subject to the following conditions 1 through 18. McDonald: Do I have a second? Undestad: Second. Keefe: In regards to the mechanical equipment it says city ordinance requires it. Bob, kind of looking at you on this. Can we put in a statement around that and the condition and say oh something along the lines, we agree that camouflaging it with paint. That's what I'm wondering, do we add that or do we? Papke: The report says... Keefe: It's just in the report? Okay. That's what I was wondering. Generous: ...the design standards was that yes, that's appropriate. You can add a condition that it be charcoal gray and they use low profile ... be specific. Keefe: Right, okay. McDonald: We don't have to do anything. Keefe: Yeah. Larson moved, Undestad seconded that the Planning Commission recommends approval of Planning Case #06-16 Site Plan for a 25,300 square -foot, one-story office -showroom - warehouse building, plans prepared by Mohagen Hansen Architectural Group, dated March 30, 2006, 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 separate sign permit will be necessary for each sign. 3. The building is required to have an automatic fire extinguishing system. 4. The plans must be prepared and signed by design professionals licensed in the State of Minnesota. 5. Air -test required on that portion of storm sewer within ten feet of building or water service. Permits and inspections required through Chanhassen Building Inspections Division. 6. Detailed occupancy related requirements will be addressed when complete plans are submitted. 33 Planning Commission Meeting — May 2, 2006 7. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 8. The applicant shall obtain permission from the property owner to the north prior to silt fence installation. If permission is not obtained, the plans shall be revised to accommodate all sediment control measures on -site. 9. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 10. The owner/operator of the proposed development shall apply for and receive an NPDES Phase H Construction permit prior to beginning construction activities. 11. The applicant shall apply for and obtain a permit from the Riley -Purgatory -Bluff Creek Watershed District and comply with their conditions of approval. 12. The Black Hills spruce near the building shall be moved east to serve as screening for the truck area. A narrower species of evergreen shall be considered for planting in this area. 13. A revised landscape plan shall be submitted before building permit approval. 14. All lighting fixtures must be shielded with a total cutoff angle equal to or less than 90 degrees. 15. A professional civil engineer registered in the State of Minnesota must sign all plans. 16. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24- hour storm event with a full size drainage area map prior to building permit issuance. 17. The applicant must verify with the City Building Department if the site connecting to the existing 8-inch watermain on the east side is adequately sized to handle the two lots' consumption. 18. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. All voted in favor and the motion carried unanimously with a vote of 6 to 0. McDonald: Okay, this motion passes 6-0. So the motion is carried and will go forward with the recommendation to City Council. APPROVAL OF MINUTES: Commissioner Papke noted the verbatim and summary minutes of the Planning Commission meeting dated April 18, 2006 as presented. Chairman McDonald adjourned the Planning Commission meeting at 8:50 p.m. 901 Planning Commission Meeting — May 2, 2006 Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 35 -Ib CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.06-16 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 2, 2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review for a 25,300 square -foot office -showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development located on Lot 1, Block 1, Arboretum Business Park 5`" Addition, 297C Water Tower Place — ARBORETUM BUSINESS CENTER. Applicant: Steiner Development A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on April 20, 2006) CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 06-16 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, May 2, 2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan Review fora 25,300 square foot office -showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development located on Lot 1, Block 1, Arboretum Business Park 5° Addition, 2970 WaterTowerPlace-ARBORETUM BUSINESS CENTER. Applicant: Steiner Development A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenero 6iMi hanhassen nn us Phone: 952- 227-1131 (Published in the Chanhassen Villager on Thursday, April 20, 2006; No. 4651) Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghpkhmnopgrstuvwayz C�� _ 4&�_ Laurie A. Hartmann Subscribed and sworn before me on this day of 2006 'e�txea— Notary Public RATE INFORMATION GWEN'd. RADUENZ NCTk;Y PU5& - MMESOTA My r_nrescr Expires JUL 31, 2010 Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter_ ............................. $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: April 3, 2006 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, AICP Subject: Request for site plan review for a 25,300 square foot office -showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development located on Lot 1, Block 1, Arboretum Business Park 5'" Addition, 2970 Water Tower Place — Arboretum Business Center. Applicant: Steiner Development Planning Case: 06-16 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 30, 2006. The 60-day review period ends May 29, 2006. 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 May 2, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 21, 2006. 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 Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Minnesota Landscape Arboretum 14. City of Chaska Location Map Arboretum Business Center Lot 1, Block 1, Arboretum Business Park 5th Addition Planning Case No. 06-16 City of Chanhassen -ZI FF r� �w E?, e ® a `+,M e Boulevard a State Hwy 5 Arboretum Boulevard TH Street r 8 Subject Property v� I A e a OWef 8C0 LWU e � e ee Carver County GIS Mapping Application f M a _ • t _ 6 1—: I 1 � Copyrght®2006, Career C.wnty, Ninresota � •' Legend Road T,9 US Highways 0highways - N CSAH Map Created on: caveiy Roads 4-20-2006 Lakes Carver R.." County Aerial RMo 2002 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 49 CIIIOF MEMORANDUM CI1HlllltfJSEN TO: Bob Generous, Senior Planner 7700PCMarket BoBoulevard FROM: Mak Sweidan, Engineer Chanhassen, MN 55317 DATE: April 24, 2006 Administration Phone: 952.227.1100 Fax.952.227.1110 SUB7: Site Plan Review for Lot 1, Block 1, Arboretum Business Park 5'k Addition (Arboretum Business Center) - File No. 03-07 LUR Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Upon review of the plans dated March 29, 2006, prepared by Schoell Madson, I Engineering offer the following comments: Phone. 952227.1160 Fax: 952.227.1170 _GRADING, DRAINAGE & EROSION CONTROL Finance Phone: 952.227.1140 Fax:952227.1110 The applicant is proposing to fine grade about 80% of the site for the new office - showroom -warehouse building and parking lots. The plans propose to grade the Park & Recreation site for the new building pad of 1003 in elevation. At this elevation, stormwater PFax:952.227.1110 Fax:952.221.1110 from the building and parking lots will drain toward the proposed catch basins to g P g P P° Recreation Center be conveyed via storm sewer to the existing Water Tower Place storm sewer. 2310 Coulter Boulevard Prior to building permit issuance, storm sewer design data for a 10-year, 24-hour Phone: 952.227.1400 storm event will need to be submitted for staff review. Fax:952.227.1404 The plans show silt fence is proposed along the north side grading area. The Planning a applicant should be aware that any off -site grading will require an easement from Natural Resources the appropriate property owner. A maximum side slope of 3:1 is allowed along Phone. 952.227.1130 the north side of the property line. Fax 952.227.1110 Public works UTILITIES 1591 Park Road Phone: 952.227.1300 Fax:952.227.1310 Municipal sewer and water service is available to the site from the south side of the lot on Water Tower Place and the east side along the property line. The Senior Center applicant is proposing to connect to the existing water and sanitary sewer lines Phone: 952227.1125 Fax: 9522271110 and extend them to serve the lot. The south watermain and sewer lines will be considered private utility lines since they will serve only one lot. The applicant Web site must verify with the City's Building Department if the site connecting to the www.ci.chanhassen.mn.us existing 8" watermain on the east side is adequately sized enough to handle the two lots' consumption. A 20-foot wide public utility easement must be dedicated over the existing watermain and where the sewer crosses from one lot to another. This easement must be recorded before building permit issuance. The site has previously been assessed for utility and street improvements and the City's Finance Department does not show any remaining balance. Sanitary sewer and water hookup charges will also be applicable. The fees will be calculated at the rate in effect at the time of building permit issuance. The party applying for The City of Chanhassen • A growing community with clean lakes, quality schools, a chaffing downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Bob Generous April 24, 2006 Page 2 the permit is responsible for the payment of these fees. The 2006 trunk hookup charge is $1,575 for sanitary sewer, $4,078 for watermain and $1,625 for SAC. The hookup charges are based on the number of SAC units assigned by the Met Council. The City sewer and water hook up charges may be specially assessed against the parcel at the time of building permit issuance. 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 Watershed District, MnDOT, NPDES and Department of Health. STREETS No public streets are proposed as part of this project. The applicant is proposing full access to the site from Water Tower Place. As the eastern access will service the two lots, cross -access easements will need to be obtained and recorded against the lots. RECOMMENDED CONDITIONS OF APPROVAL 1. A professional civil engineer registered in the State of Minnesota must sign all plans. 2. The applicant will be required to submit storm sewer sizing design data for a 10-year, 24-hour storm event with a full size drainage area map prior to building permit issuance. 3. The applicant must verify with the City's Building Department if the site connecting to the existing 8" watermain on the east side is adequately sized enough to handle the two lots consumption. 4. A 20-foot wide public utility easement must be dedicated over the existing watermain and where the sewer crosses from one lot to another. This easement must be recorded before a building permit issued. 5. The applicant should be aware that any off -site grading will require an easement from the appropriate property owner. 6. Installation of the private utilities for the site will require permits and inspections through the City's Building Department. 7. Add the latest revision year 2006 City Detail Plate Nos. 1002, 1004, 1006, 2201, 2202, 2204, 3101, 3102, 3106, 5201, 5203, 5207, 5214, 5215, 5300, 5301, 5302 and 5302A. Bob Generous April 24, 2006 Page 3 8. The party applying for the permit is responsible for the payment of these fees. The 2006 trunk hookup charge is $1,575 for sanitary sewer, $4,078 for watermain and $1,625 for SAC. The hookup charges are based on the number of SAC units assigned by the Met Council. The City sewer and water hook up charges may be specially assessed against the parcel at the time of building permit issuance. 9. Permits from the appropriate regulatory agencies must be obtained, including but not limited to the Watershed District, MnDOT, NPDES and Department of Health. 10.On the plan sheets, show the existing 20-foot private drainage and utility easement along the east property line. 11.On the plan sheets, show a sidewalk along the north, west and south sides of the building. 12.On the utility plan: a. Revise Note #6 to read "sanitary sewer shall be 6" PVC-SDR-26." b. Revise Note #7 on the Neenah type to accommodate the surface drainage to CBMHL c. Revise CB 2 to CBMH 2. d. Show all the existing utilities pipe type, size and slope. e. The existing watermain along Water Tower Place end at the T joint west of the cul-de-sac, revise accordingly. f. On the westerly watermain, revise the existing reducer to south of the gate valve. 13.On the grading plan: a. Show the benchmark used for the site survey. b. Revise the side slope to 3:1 maximum along the north side. c. Show EOF and the lowest entry level must be 1-foot above the emergency overflow elevation. 14. 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 gAeng\projmts\aftmt= 5thUlbl spr.dm 4`NNESpTk Minnesota Department of Transportation n RED'' 'D �p Metropolitan District pOF�pWaters Edge 1500 West County Road B-2 APR 2 6 2006 Roseville MN 55113-3174 C:-. ' Of CHANHASSEN April 24, 2006 Mr. Robert Generous City of Chanhassen Planning Department 7700 Market Boulevard Chanhassen, MN 55317 Subject: Arboretum Business Center Mn/DOT Review #S06-038 SE Quad of TH 41 and TH 5 Chanhassen, Carver County Mn/DOT Control Section 1008 Dear Mr. Generous: Thank you for the opportunity to review Arboretum Business Center. Mn/DOT staff has reviewed the site plan and has the following comment: Permits Any use of or work within or affecting Mn/DOT right of way requires a permit. Permit forms are available from MnDOT's utility website at: • www.dot.state.mn.us/tecsul)/utility Please direct any questions regarding permit requirements to Buck Craig (651-582-1447) of MnDOT's Metro Permits Section. If you have any questions concerning this review please contact me at 651-634-2083 or ionathan.osmondCoidot.state.mn.us. SincerelTO Jonathan sm Transportation Planner Cc: Steiner Development, Inc. Mohagen/Hansen Architectural Group An equal opportunity employer MEMORANDUM TO: Robert Generous AICP, Senior Planner FROM: Mark Littfin, Fire Marshal DATE: April 7, 2006 SUBJ: Request for a site plan review for 25,300 square foot office/showroom/warehouse building on 2.69 acres of land zoned planned unit development located on Lot 1, block 1, Arboretum Business Park 5`h Addition, 2970 Watertower Place — Arboretum Business Center. Applicant — Steiner Development Planning Case: 06-16 I have reviewed the site plan for the above project. In order to comply with the Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or city ordinancelpolicy requirements. The plan review is based on the available information submitted at this time. If additional plans or changes are submitted, the appropriate code or policy items will be addressed. 1. 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. 2. Builder must comply with the following fire prevention policies. Copies enclosed. a. Notes for site plans. Policy #04-1991. b. "No parking fire lane" sign installation. Policy #06-1991. c. Pre -plan. Policy #07-1991. d. Premise Identification. Policy #27-1991. e. Water Service Installation. Policy#34-1993. f. Combination water service line. Policy #36-1994. g. Fire Sprinkler System. Policy #40-1995. h. Commercial plan review submittal form. Policy #52-2005. GAsafety\n1\p1mv06-16 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 NOTES TO BE INCLUDED ON ALL SITE PLANS 1. 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 liquefied 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 suppression systems shall be monitored by an approved UL central station with a UL 72 Certificate issued on these systems before final occupancy is issued. 7. An I V 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. High -vile 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 sianage 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 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 # 06-1991 REQUIREMENTS FOR FIRE LANE SIGNAGE 1. Signs to be a minimum of 12" x 18". NO PARKING 2. Red on white is preferred. FIltE LANE 3. 3M or equal engineer's grade reflective sheeting on aluminum is preferred. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at 100 foot intervals along the fire lane. 6. All signs shall be double sided facing the direction of travel. 7. Post shall be set back a minimum of 12" but not more than 36" from the curb. (NOT TC-J GRAbE 8. A fire lane shall be required in front of fire dept. SCALE) connections extending 5 feet on each side and along all areas designated by the Fire Chief. ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. Revisions 6/10/02 3/22/05 Fire Lane Instillation 06-1991 Page I of 1 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 (shutoff), NSP (shut off) 7) Lock box location(s) 8) Fire walls, if applicable 9) Roof smoke vents, if applicable 10) Interior fire walls 11) 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: IW7, 81/2 xl I 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, 3/22105 Pre -Plans 07-1991 Page 1 of 1 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 General 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 dwellin¢ unit) 1. Minimum height shall be 5 inches. 2. Building permits will not be fmaled 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 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 WATER SERVICE INSTALLATION POLICY FOR COMMERCIAL AND INDUSTRIAL BUILDINGS 1) The Inspections Division shall be responsible for issuance of permits No permit shall be issued until approval of plans have been obtained from the following: a) Engineering Department b) Fire Marshal c) Minnesota Department of Health d) Plumbing Inspector 2) Mechanical inspectors will do all installation inspections and witness the hydrostatic and conductivity tests. Call (952) 227- 1180 to schedule an inspection. Inspection and Test Requirements a) All pipes shall be inspected before being covered. Phone (952) 227- 1180, to schedule inspections. A 24 hour notice is required. b) Conductivity test is required. The pipe shall be subjected to minimum 350 amp test for a period of not less than 5 minutes. c) Hydrostatic test required. All pipe shall be subjected to a hydrostatic pressure of 150 PSI for 2 hours. Allowable pressure drop shall not exceed 1 PSI. d) Pipe shall not be run under buildings - NFPA 24, 8-3.1. 3) Upon approval of the hydro test, the plumbing inspector shall submit a copy of the inspection report to the utility superintendent. The inspection report shall note whether the system is ready for main flush and drawing of water sample for the bug test. 4) Water main flushing shall be witnessed by the utility superintendent. a) Watermain flushing may be scheduled by contacting the utility Water Service Installation 34-1993 Paget of 2 superintendent at 952-227-1301. A 24 hour notice is required. b) The utility superintendent shall obtain a water sample for a bacteria test after the main flush and deliver to a testing company. The contractor shall be responsible for testing costs. Allow two weeks for testing results to be returned to the City. c) Upon receiving approval of the water sample test, the utility superintendent shall submit a copy to each plumbing inspector and turn water on to the tested and approved sections of the piping. 5) An additional supervised flush and flow test will be required and witnessed by the Fire Marshal for services supplying fire suppression systems. The flush and flow test shall be performed in accordance with 2002 NFPA Sec. 10.10.2.1. Contact the Chanhassen Fire Marshal at (952) 227-1151. 6) Watermain installations shall comply with: a) Minnesota Plumbing Code, Chapter 4715 b) Chanhassen Engineering Department, Watermain Specifications c) National Fire Protection Association, Chapter 24 7) Only authorized city employees are permitted to operate city water control valves. For water turn on or off contact the utility superintendent by phone (952) 227-1308. A 24-hour notice is required. Revisions 6/12/02 3/22/05 Water Service Installation 34-1993 Page 2 of CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 MAM MUM 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. 1 ''/2" domestic off 6" line. 3. 2" domestic off 8" line. 4. 2'/z 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 normally 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 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. 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. 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 E1 of the Minnesota State Building Code. 9. The entire sprinkler system must be designed and installed per current applicable standards, i.e. 13, 13D, 13R and current Minnesota State Building Code, Chapter 9. Fire Sprinkler Systems 40-1995 Page 1 of 3 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 CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION BUREAU 7700 MARKET BLVD. PO BOX 147 CHANHASSEN, MN 55317 (952)227-1150 FAX: (952) 227-1190 DATE: PROJECT: ADDRESS: OCCUPANCY TYPE: OCCUPANCY: CONTACT NAME: ADDRESS: PHONE: FAX: E-MAIL: New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 1 of 3 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 furniture 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 13. Provide fire extinguishers as required by the Minnesota Fire Code. Multi -purpose extinguishers require a minimum rating of 4A60BC 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 fisted. 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/O1/2005 New Construction/Remodel for Commercial Plan Review Submittal Criteria FP 52-2005 Page 3 of 3 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 04/28/2006 11:35:44 AM Receipt No. 0009548 CLERK: katie PAYEE: Steiner Development, Inc ----------------------------------------------- GIS List 21.00 Total Cash Check 51967 Change 21.00 0.00 21.00 0.00 SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My of (952) 227-1100 To: Joe Smith Steiner Development, Inc. 3610 County Road 101 South Wayzata, MN 55391 Ship To: Invoice SALESPERSON DATE TERMS KTM 4/20/06 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 7 Property Owners List within 500' of Arboretum Business Center (7 labels) $3.00 $21.00 TOTAL DUE $21.00 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 May 2, 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-16. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI uANNEo CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 03/31/2006 9:49:15 AM Receipt No. 0006838 CLERK: katie PAYEE: STEINER DEVELOPMENT INC 3610 COUNTY ROAD 101S WAYZATA MN 55391 Arboretum Business Center 06-16 ------------------------------------------------------- Use & Variance 753.00 Sign Rent 200.00 Recording Fees 50.00 Total Cash Check 51717 Change 1,003.00 0.00 1,003.00 0.00 SCANNED ARBORETUM BUSINESS CENTER 06-16 $753 Site Plan Review -Commercial $500 + 253 ($10 x 25.3) $200 Notification Sign $50 Recording Escrow $1,003 $1,003 Paid by Steiner Development, Inc. Check 51717 SCANNED SITE DATA 01 Z Q SITE PLAN 1" = 25'-0" c FIRE N Of 12 -91 " �0_ T Of L` o PROOF OF PRKG I I I 18 PROPOSED Y� BUILDING U I Cn 25,300 GSF 44'-11h" LIJ 7 YI 10� Q 18'-0" 26'-0" 18'-0" 12 -6" o� I I ILnl PROOF R777/777/1 F PRKG I I w Of 2e PROOF OF PRKG I � 0 I BIKE 11 �, RACK I 18 +1 PROOF FIRE N i IIOF PRKG a s'-0' 20'-0" PARKING SETBACK — — — __ — — WATER TOWER PLACE ZONING CLASSIFICATION: ONE-STORY OFFICE/WAREHOUSE SHOWROOM ARBORETUM BUSINESS PARK BLOCK 4, LOT 1 BUILDING SET BACKS FRONT 70'-0" SIDE (STREET) 30'-O" PARKING SET BACKS FRONT 50'-0" SIDE (STREET) 20'-0" PARKING REQUIREMENTS PARKING RATIO 1:200 (OFFICE), 1:1000 (WAREHOUSE) STALL SI7E 9'X18' DRIVE AISLE 26' PARKING CALCULATIONS BUILDING: 25,300 GSF OFFICE: 25,300(50%)/1000 = 12.65(5 STALLS) = 64 STALLS WAREHOUSE: 25,300(50%) = 12,650 SF 10,000 SF/1000 = 10 STALLS 2,650 SF (1 ADDITIONAL STALL PER 2,000 SF) = 2 STALLS PARKING SUMMARY: 76 STALLS REQUIRED INCLUDING 4 ACCESSIBLE STALLS 119 STALLS PROVIDED INCLUDING 6 ACCESSIBLE STALLS 8 PROOF OF PARKING STALLS HARDCOVER % MINIMUM GREENSPACE: 30% < 30% PROPOSED MAXIMUM HARD SURFACE COVERAGE: 70% > 48% PROPOSED MAXIMUM BUILDING HEIGHT: 40'-0" > 22'-4" PROPOSED BUILDING AREA TOTAL 25,300 SF (.58 ACRES) HARDSCAQE AREA TOTAL 56,746 SF (1.30 ACRES) LANDSCAPE AREA TOTAL 35,310 SF (.81 ACRES) SITE AREA TOTAL 117,356 SF (2.69 ACRES) BUILDING AREA/SITE AREA=PERCENT BUILDING COVER 25,300 SF/117,356 SF= 22% HARD SURFACE/SITE AREA=PERCENT HARDCOVER 55,130 SF/117,356 SF= 48% LANDSCAPE AREA/SITE AREA=PERCENT GREENSPACE 36,926 SF/117,356 SF= 30% CITY OF CHANHASSEN RECEIVED APR 2 6 2006 CHANHASSEN PLANNING DEPT APPROVED SITE PLAN 2Z .C,il/ Steiner goAh Development, Inc. 3610 County Road 101- Waymm, MiumeW 55391 Phone: (952) 473.5650-Fa: (952) 473.7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952,473.1340 Wayzata MN 55391 www.mohagenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH ' CHECKED BY: T. MOHAGEN DATE: 03-30.2006 COMPUTER DIRECTORY: K:/JOBS/STEINERDEV/CHANHASSEN/CITYSUB SITE PLAN CITY SUBMITTAL N A1.0 FLOOR PLAN 1/16" = 1'-0" Steiner goAh Development, Inc. 3610 Comity Road 101 - Wayza%MiMMte 55391 Phone (952)473.5650-Pax:(952)473-7059 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Woyzoto Blvd Tel 952.473.1985 Suite 200 Fax 952.473,1340 Wayzata MN 55391 www.mohogenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH CHECKED BY: T. MOHAGEN DATE: 03-30.2006 COMPUTER DIRECTORY: K:/JOBS/STEINERDEV/CHANHASSEN/CITYSUB FLOOR PLAN CITY SUBMITTAL N� A290 -. E, �� 'e�twe'Aa'w�a.±we..': "^#[�%vum. Rduyw vaq.v'Nm^,a:val TP�44+une•.wr..q�e� .... YY�i�Yrr.:.<..�wiir�Lwwwwwi—w�— ;' 3,.?.: ;'. ..o. 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'�ww..wwwwwlw�www� I.ww.rww.r.rwwwwwwr imwwwwwAwwwwwwwwm .ww�wwwwwwwwl wwwwwwwwwww—.wwwwwwwwllwwwwww.—wwwwwwwwwwwwww — rwwwwwwwwwwwwwww..,— wwwwwwwwwww. k t / II = PLANT LEGEND D Revisions Date: Description: By: Date: Description: By: 4.25.06 CITY REVISIONS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. Designed Drawn By: Checked By: W n IN e 0 30 60 90 SCALE IN FEET 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. 15050 23rd Avenue North Schoell Madson T78 46.1600soF78 46.1699 Planning Engineering Surveying 7M 554 Elk er,Street NW, Suite 100 r,Minnesota 5330 T 763-241-0108 F 763-241-8351 www. school I madson.00m • OVERSTORY DECIDUOUS TREE SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP {'� � ROCK #817, 1,�" MODIFIED, GREY/BLACK IN COLOR { ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. J 715.483.3216 EVERGREEN TREE 00 OO SHRUBS/ PERENNIALS = 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 IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, h" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.433.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL —MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF —SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WI NTERIZED(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. = PLANT SCHEDULE KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 2.5"CAL. B&B FULL, STIR. LEADER, NO 'V' TH THORNLESS HONEYLOCUST VAR, INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' SO 7 SWAMP WHITE OAK QUERCUS BICOLOR HA 4 HACKBERRY CELTIS OCCIDENTALIS CT 6 COFFEETREE GYMNOCLADUS DIOICA AM 21 AMUR MAPLE ACER GINNALA 2"CAL. CROTCH SC 17 SPRING SNOW CRABAPPLE MALUS 'SPRING SNOW' BS 9 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. B&B HWA 20 GROW —LOW FRAGRANT SUMAC RHUS ARdM`ATICA GPO LOW 18" WD, FULL AMC 32 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' 30" HT. #5 CONT. FORM TO GRADE COL 37 COMMON LILAC SYRINGA VULGARIS SDD 59 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' #1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. Steiner Development, Inc. ��( 41�3-%50-Fn:101 (92)473b705855391 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN,MN Date: 3/2S/00 Sheet Title: Sheet: PRELIMINARY LANDSCAPE PLAN 1 of SMI Project Number: 60172-089 Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 Phone: 763-746-1600 Fax: 763-746-1699 TO: k-' -_ St►L DATE: 4,2, Dip PROJECT NOLO(-& c4%�Na ATTENTION: SUBJECT: ��Af �I�vISi We are sending you [-]herewith ❑ under separate cover the following: Plans ❑ Specifications ❑ Prints ❑Reports ❑ Shop Drawings ❑ Samples ❑ Copy of a Letter ❑ Data Sheets Transmitted via: ❑Mail ❑ Fax ❑ Will Call ❑ ❑ Other ❑ Change Order Hr. Messenger Service ❑ Overnight Delivery QUANTITY DESCRIPTION 3 Ilxl Ilo — These are transmitted as follows: ❑ As Requested ❑ For Your Records ❑ For Your Use ❑ For Review and Comment REMARKS: SCHOELL & MADSON, INC. -6A L7T r7ro3:7�k, ,14/LI irect Dial No. Copy to: CITY OF CHANHASSEN RECEIVED APR 2 4 2006 CHANHASSEN PLANNING DEPT {CANNED F:\Users\Common\FORMS\Companywide\Transmittal form.doc [SITE DATA em, Z Q LU J O co LLJ V W -® N LOU F" Q N SITE PLAN 1" = 25'-0" I UI Z 21 18 18'-0" 18 ++I PROOF IIOF PRKG III L 0 0 I N 0 I 00 0 I IIIIINIIIIIII PROPOSED © `J 26'-0" I 18'-0" III 111IM111111I PROOF F PRKG 44'-11h" G --e W o I BIKE q R ArCK 0 N 20'-0" PARKING SETBACK .— — __*_ r' 'je/' WATER TOWER PLACE 42'-3" X/ ZONING CLASSIFICATION: ONE-STORY OFFICE/WAREHOUSE SHOWROOM ARBORETUM BUSINESS PARK BLOCK 4, LOT 1 BUILDING SET BACKS FRONT 70'-0" SIDE (STREET) 30'-0" PARKING SET BACKS FRONT 50'-0" SIDE (STREET) 20'-0" PARKING REQUIREMENTS PARKING RATIO 1:200 (OFFICE), 1:1000 (WAREHOUSE) STALL SIZE 9'X18, DRIVE AISLE 26' PARKING CALCULATIONS BUILDING: 25,300 GSF OFFICE: 25,300(50%)/1000 = 12.65(5 STALLS) = 64 STALLS WAREHOUSE: 25,300(50%) = 12,650 SF 10,000 SF/1000 = 10 STALLS 2,650 SF (I ADDITIONAL STALL PER 2,000 SF) = 2 STALLS PARKING SUMMARY: 76 STAL'-S REQUIRED INCLUDING 4 ACCESSIBLE STALLS 119 STALLS PROVIDED INCLUDING 6 ACCESSIBLE STALLS 8 PROOF OF PARKING STALLS HARDCOVER % MINIMUM GREENSPACE: 30% < 30% PROPOSED MAXIMUM HARD SURFACE COVERAGE: 70% > 48% PROPOSED MAXIMUM BUILDING HEIGHT: 40'-0" > 22'-4" PROPOSED BUILDING AREA TOTAL 25,300 SF (.58 ACRES) HARDSCAPE AREA TOTAL 56,746 SF (1.30 ACRES) LANDSCAPE AREA TOTAL 35,310 SF (.81 ACRES) SITE AREA TOTAL 117,356 SF (2.69 ACRES) BUILDING AREA/SITE AREA=PERCENT BUILDING COVER 25,300 SF/117,356 SF= 22% HARD SURFACE/SITE AREA=PERCENT HARDCOVER 55,130 SF/117,356 SF= 48% LANDSCAPE AREA/SITE AREA=PERCENT GREENSPACE 36,926 SF/117,356 SF= 30% CITY OF CHANHASSEN RECEIVED �.�.�,APR 2 g �t�y �"` "ISSEN PLANr,.i. . Steiner Development, Inc. 3610 Candy Road 101 -Wrfah, Mmnesda 55391 Phone: (952) 473-5650- Fn: (952) 473-7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI. REGISTRATION NUMBER: 1 8074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH CHECKED BY: T. MOHAGEN DATE: 03.30-2006 COMPUTER DIRECTORY: KJJOBS/STEINERDEV/CHANHASSEN/CTTYSUB SITE PLAN CITY SUBMITTAL N A1.0 FLOOR PLAN 1/16" = V—O" ,0, u I] by Steiner giAh Development, Inc. 3610 0" Rod tot - Wgab Mm=ut, 55391 Phone: (952) 473.5650-Fax: (952) 473.7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Woyzoto Blvd Tel 952,473.1985 Suite 200 Fax 952.473.1340 Woyzato MN 55391 w .mohagenhonsenxom I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AIVl REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH ' CHECKED BY: T. MOHAGEN DATE: 03.30-2006 COMPUTER DIRECTORY: KJJOBS/STEINERDEV/CHANHASSEWCMUB FLOOR PLAN CITY SUBMITTAL IN / 2 * 0 M IWIWI MEMEMI MEMO MI 1 L YrEMEMEME MIN ._r EMER MEMO ;,il ME MEMEMEMEMMOMEN WOMMOMMEWA.MORIMEI MEMEMEMEMOMMUMMM _I� a•aa..��aaaa�.as�� IfIWIW1��llYrll�Irr��r��ZZrr�r'_r��Yr��MEN ME ■■■■ IN■■ m■■ M- NEFROM =• �� ni ILOW ow 0 O U w Revisions Date: Description: By: Date: Description: By: 4.25.06 CITY REVISIONS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Tappan Date: Reg. No. Designed By: Drawn By: W n 0 e 0 30 60 90 SCALE IN FEET 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. 15050 23rd Avenue North S ch oe I I M ad so n Plymouth, Minnesota 11411 T 763 46.1600 F 763-746-1699 7M Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241.8351 www.schoolimadson.com M PLANT LEGEND • OVERSTORY DECIDUOUS TREE ORNAMENTAL TREE EVERGREEN TREE 0 00 0 SHRUBS/ PERENNIALS M LANDSCAPE NOTES SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP ROCK #817, 3C MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 1. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (651-454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF —SITE. 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, '/2" 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 DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL —MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT Ni ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPE( fED 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. = PLANT SCHEDULE KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 2.5"CAL. B&B FULL, STIR. LEADER, NO 'V' TH 17 THORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' SO 7 SWAMP WHITE OAK QUERCUS BICOLOR HA 4 HACKBERRY CELTIS OCCIDENTALIS CT 6 COFFEETREE GYMNOCLADUS DIOICA AM 21 AMUR MAPLE ACER GINNALA 2"CAL. CROTCH SC 17 SPRING SNOW CRABAPPLE MALUS 'SPRING SNOW BS 9 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. B&B HWA 20 GROW —LOW FRAGRANT SUMAC RHUS AROMATICA GRO LOW 18" WD, FULL AMC 32 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' 30" HT. #5 CONT. FORM TO GRADE COL 37 COMMON LILAC SYRINGA VULGARIS SOD 59 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' #1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. Steiner361O Development, Inc. rm:(C92)43�-5MO ax:(101 952)4773.7059 1 Date: 3/23/00 Sheet Title: Sheet: PRELIMINARY LANDSCAPE PLAN 1 of 2 SMI Project Number: 60172-089 Project Name/Location: ARBORETUM BUSINESS CENTER CNANHASSEN,MN CITY OF CHANHASSEN RECEIVED MAR 3 0 2006 ARBORETUM BUSINESS CENTER Steiner ddAh - WATER TOWER PLACE 06073.0 SDI CITY SUBMITTAL Development, Inc. CHANHASSEN, MN . 3610 County Road 101- Wayzata, Minnesota 55391 30MAR 2006 FOR PUBLIC HEARING Phone: (952) 473-5650 - Fax: (952) 473.7058 PROJECT GENERAL NOTES ;..IIAMI :. 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201, 1987 EDITION) IN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS. ADDITIONAL NOTES WITHIN THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT FOR A COPY OF A201, IF REQUIRED. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED WITH THE OWNER. 4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES, 5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN ALL POLICIES. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN. 7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION. 8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH. 9, MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE IN HARMONY WITH ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION AND INDUSTRY STANDARDS. 10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED. COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER. 11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER INSTALLATION OF FINISHES, THIS IS TO INCLUDE, BUT IS NOT LIMITED TO: PATCHING, SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING, ETC. 13. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE WORK. 14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE PUBLIC ACCESS AND PASSAGE. 15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE COORDINATED AND VERIFIED PRIOR TO BIDDING. 16. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY MECHANICAL/ELECTRICAL. 17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS & SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS, STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. 18. PROVIDE SEMI RECESSED FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES UNLESS NOTED OTHERWISE, 19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING STANDARDS UNLESS OTHERWISE NOTED, 20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK, FURNITURE AND ACCESSORIES. 21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER. ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS. 22. ALL INTERIOR GLASS MUST COMPLY W/ CHAPTER 24 2000 IBC FOR DESIGN LOADS & SAFETY GLAZING. 23. ALL MATERIALS USED IN PLENUM AREA MUST BE NON-COMBUSTIBLE AND / OR LISTED FOR PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS. 24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE APPLICABLE CODES. GENERAL NOTES CONTINUED i I-]r!�1 �. 1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, ETC. IN A WORKMANSHIP -LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND REFINISHED TO MATCH THE EXISTING, UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED, RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH WORK. ,ALL NEW MATERIALS & FINISH WORK TO BE FREE FROM FLAWS & DEFECTS. 2. NOT USED. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION. 4. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO MANUFACTURER'S SPECIFICATIONS. 5. NOT USED. 6. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH THE SURFACE ON WHICH THEY OCCUR UNLESS NOTED OTHERWISE. 7, NOT USED. 8. NOT USED. 9. PORCELAIN OR CERAMIC FLOOR TILE TRANSITIONS TO CARPET AT RESTROOM DOOR ENTRIES SHALL HAVE A SOLID SURFACE MATERIAL (EX. CORIAN THRESHOLD) 1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN NECESSARY PERMITS, MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOI; AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. 3. NOT USED. 4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD STRUCTURAL REINFORCING AS REQ'D FOR THE INSTALLATION OF MECHANICAL ROOFTOP EQUIPMENT. EXTR1 1. THE ELECTRICAL CONTRACTOR IS TO DESIGN ALL ELECTRICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. THE ELECTRICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. 2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR IS TO PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND WIRING OF THE SPACE AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, A REGISTRATION NUMBER: 18074 CLIENT APPROVAL AS A REPRESENTATIVE OF: I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. NAME: TITLE: APPLICABLE CODES INTERNATIONAL BUILDING CODE (IBC) 2000 INTERNATIONAL FIRE CODE (IFC) 2000 CITY ORDINANCE INTERNATIONAL MECHANICAL CODE (IMC) 2000 MN STATE BUILDING CODE 2003 MN PLUMBING CODE 2002 MN ENERGY CODE 1999 NATIONAL ELECTRICAL CODE 2002 OCCUPANCY REQUIREMENTS FIRE SPRINKLER PROTECTION: FULLY SPRINKLED. ORDINARY HAZARD - GROUP 2 TYPE OF CONSTRUCTION: II-B BUILDING OCCUPANCY: B, S-1, S-2, F ESTIMATED OCCUPANCY LOAD: 211 PEOPLE ESTIMATED NUMBER OF EMPLOYEES: 127 PEOPLE AREA MAP AREA OF WORK > HIGHOVER 1116N R23v Lake p Minnewashta 10 zTR. 9 W " Har fed Cedar Po' = p �f � qLo CME i p DC w �Q HILL CT. RD rc 1 ? d yi G LINT CTRE F REz� !!d u °R. O�G. Q CIR A, � TA C S so 3 '4Sh1q pOa NADOONA DR. SCXSI N CAS �2 DR. I CIR. ti\ BL BLUE JAY CIR. S� Ct' ''U TR (1 1 00 92. AUDUBON CIR. FA MI \\\ 83, TEAL CIR. �9 58. COACH CT. HILL %. J7 h 84. PARTRIDGE CIR. 159. COACH LA. CT. Si 85. WHITETAIL RIDGE CT 160. COACH PL. A`P/1 c 94. MOLINE CIR. 96, PHEASANT CIR. w rwR TR. ypV 113, ARLINGTON CT. y§6 161, VILLAGE PL j\ ! �" 1 116N R23W j TA'' S9CP1 162. VILLAGE ST, y 4R 1? 9 o- ♦Y 6° Y CIR, 163. COACH DR. 6 BORETLM I) 16 H bi AP DRETUN'��, V St' TWA B, UY` II, BLVD. o = �VILI➢;R,. IBth O R °R 137, CONEFLOWER CURVI CORPORATE) T^ > 14 138, BLUEBONNET BLVD. PL, cz < a Iq 139, PRIMROSE PL rc t L, OF M, 140 LADYSLIPPER LA. i COULTER BLV° �4t My~ LANDSCAPE ARBORETUM 141, BUTTERCUP CT. WATER 142. SNAPDRAGON ➢R. IDVER T 46 143. HARVEST WAY PL AIy TIMBERM90 144. AUTUMN RIDGE AVE. ." 145. AUTUMN RI➢GE LA j C'�'Ofp Vt� 82nA,, ST E, �NR 2nd STD W m LUNE{� DR.t a RlDpL CRE[f o 41 > ti. BRIDLE A 0j j CREEK TR BR1DL� RE' m VR, CREEK q 133. 134. t Z� 92nd � �' Zti 8 3 19 w LYMAN BLVD, BpOV� SHEET INDEX • 24" X 36" A 8 1 /2" X 11 " SHEET ii SHEET DESCRIPTION NOTES ARCHITECTURAL AO.0 TITLE SHEET, AREA MAP A1.0 SITE PLAN A2.0 FLOOR PLAN A3.0 EXTERIOR ELEVATIONS E1.0 PHOTOMETRIC PLAN (RUUD LIGHTING) LANDSCAPE L1 PRELIMINARY LANDSCAPE PLAN 0 1_2 PRELIMINARY LANDSCAPE DETAILS • CIVIL C1 GRADING PLAN 0 C2 UTILITY PLAN 0 C3 DETAILS 0 I I CHANHASSEN,PLAMMING DEPT Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Suite 200 Wayzata MN 55391 Tel 952,473.1985 Fax 952.473.1340 www.mohagenhansen.com SITE DATA 0 � Zoe W Q N SITE PLAN 1" = 25'-0" FT 0 I 0 1 18 PROPOSED Y� BUILDING U w1 25,300 GSF I z� I YI 18'-0" 26'-0" 18'-0 Q " 12'-6" CL OI OI I 18 IPROOF IOF PRKG �___— L 13 0 a 201-0" PARKING SETBACK 107 PROOF F PRKG 44'-11h" G BIKE RACK WATER TOWER PLACE 42'-3" ZONING CLASSIFICATION: ONE—STORY OFFICE/WAREHOUSE SHOWROOM ARBORETUM BUSINESS PARK BLOCK 4, LOT 1 BUILDING SET BACKS FRONT 70'-0" SIDE (STREET) 30'-0" PARKING SET BACKS FRONT 50,-0" SIDE (STREET) 20'-0" PARKING REQUIREMENTS PARKING RATIO 1:200 (OFFICE), 1:1000 (WAREHOUSE) STALL SIZE 018' DRIVE AISLE 26' PARKING CALCULATIONS BUILDING: 25,300 GSF OFFICE: 25,300(50%)/1000 = 12.65(5 STALLS) = 64 STALLS WAREHOUSE: 25,300(50%) = 12,650 SF 10,000 SF/1000 = 10 STALLS 2,650 SF (1 ADDITIONAL STALL PER 2,000 SF) = 2 STALLS PARKING SUMMARY: 76 STALLS REQUIRED INCLUDING 4 ACCESSIBLE STALLS 119 STALLS PROVIDED INCLUDING 6 ACCESSIBLE STALLS 8 PROOF OF PARKING STALLS HARDCOVER % MINIMUM GREENSPACE: 30% < 31% PROPOSED MAXIMUM HARD SURFACE COVERAGE: 70% > 47% PROPOSED MAXIMUM BUILDING HEIGHT: 40'-0" > 22'-4" PROPOSED BUILDING AREA TOTAL 25,300 SF (.58 ACRES) HARDSCAPE AREA TOTAL 55,130 SF (1.26 ACRES) LANDSCAPE AREA TOTAL 36,926 SF (.85 ACRES) SITE AREA TOTAL 117,356 SF (2.69 ACRES) BUILDING AREA/SITE AREA=PERCENT BUILDING COVER 25,300 SF/117,356 SF= 22% HARD SURFACE/SITE AREA=PERCENT HARDCOVER 55,130 SF/117,356 SF= 47% LANDSCAPE AREA/SITE AREA -PERCENT GREENSPACE 36,926 SF/117,356 SF= 31% Steiner Development, Inc. 3610 Cowry Rod 101- Weynd, Mine 55391 Phone: (952) 473.5650 • Fa (952) 473.7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Woyzoto Blvd Tel 952.473.1985 Style 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS, NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH CHECKED BY: T. MOHAGEN DATE: 03-30-2006 COMPUTER DIRECTORY: K✓JOBS/STEINERDEV/CHANHASSEN/CIMUB SITE PLAN CITY SUBMITTAL N (1) A1.0 FLOOR PLAN 1/16" = 1'—O" 4 AS.O u Steiner Development, Inc. 3610 Comely Road 101 -Wgzeb MmneM 55391 Phone: (952)473-5650-Fu: (952)473-7059 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural KUM Group 1415 E Wayzoto Blvd Tel 952.473.1985 Suite 200 Fox 952.473.1340 Woyzoto MN 55391 www.mohagenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS, NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH CHECKED BY: T. MOHAGEN DATE: 03-30-2006 COMPUTER DIRECTORY: K /JOBS/STEMERDEV/CHANHASSEN/CMUB FLOOR PLAN r. 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Actual project conditions differing from these design parameters may affect field results, The customer Is responsible for verifying compliance with any applicable electrical, lighting, or energy code. Parking Lot Only Illuminance Values(Fc) Average =1,85 Maximum =5,3 Minimum =0,4 Avg/Min Ratio=4,63 Max/Min Ratio=13,25 scar r , soy o se w Date,3/28/06 Engineer: Bill Schubert Project Name, Laketown El (#43018) - Arboretum Business Filename: 60328LA1BRS.o32 FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS Numeric Summary Project, All Projects Label I Avg Max Min Av /Min Max/Min CalcPts 10.96 15.3 10.0 10.00 10.00 Steiner Development, Inc. 3610 Ca"Roed 101-Weyeh, Mm mu 55391 Ill (952) 473-5650-Fox: (952) 473-7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group OLHL 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: RUUD LIGHTING CHECKED BY: T. MCHAGEN DATE: 03-30.2006 COMPUTER DIRECTORY: KJ10BS/S-MNERDEV/CHANHASSEWCMUB PHOTOMETRIC - PLAN CITY SUBMITTAL N E1.0 N O CD ,:�-. .I . .o. It Cq 0 o 0 o .m.•I.. . y , I 1 ,Y .•I, ':�`{. III ., •,. .,� ? 7, .�rl''i °M fiir: 4 .s4D�;I y -TH Ix 2-HWA 3' AMC 1 AM 2-HWA 3-AMC 1 5-SDD \i .- 014 5-SDD 2-HWA 3-AMC - 2-HWA o 3-AMC 5-SDD FFE=1003.0 5-SDD a 04- \ 3-TH 1-AM 31EXaS1 PLUG 994.04- coos 7-SO • C ,-s.� — I Vq4ems-• iQ�� r+_-.ter• t: �� •!'••',•, t•: �•:��.• .., I I 11 I MH SEWER 14.60 - 7-59 INV=992 SS Revisions Date: Description: By: Date: Description: By: 1-TH 2-TH Ito 4W a F" w,• '� SS 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. CATCH BASIN RIM-999.05 INV-995.25 MH STORM MH STORM RIM -190a,8 INV-993.82 Ss m ST 7� Designed By: Drawn By: Checked By: IN 0 I- ST 1-TH 2-TH Ito 4W a F" w,• '� SS 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. CATCH BASIN RIM-999.05 INV-995.25 MH STORM MH STORM RIM -190a,8 INV-993.82 Ss m ST 7� Designed By: Drawn By: Checked By: IN 0 I- ST CATCH BASIN RIM-33 INV-992-299223 BAS ME 0 30 60 90 FM =109 SCALE IN FEET 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. 15050 23rd Avenue North Schoell Madson T76 - 46-1600oF 8746-1699 Planning Engineering Surveying Third et NW, Suite 100 k River, Min4 nesota E ne ota 5330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com = PLANT LEGEND OVERSTORY DECIDUOUS TREE SOD -ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH 0 ROCK MULCH IN SHRUB BEDS- DRESSER TRAPP �'�y ROCK #817, 1/h" MODIFIED, GREY/BLACK IN COLOR j t ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. �/ 715.483.3216 EVERGREEN TREE 0 0 CQ SHRUBS/ PERENNIALS M 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 MULCH ARCS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, h" 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 DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16-INCH THICK BY 4-INCH HIGH BY 10-FEET LONG, BY COL -MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED EY 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. = PLANT SCHEDULE KEY I QTY. I COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS TH THORNLESS HONEYLOCUST VAR, INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5'CAL. FULL, SO 7 SWAMP WHITE OAK QUERCUS BICOLOR B&B STIR. AM 5 AMUR MAPLE ACER GINNALA 2"CAL. LEADER, B&B NO 'V. BS 12 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. B&B CROTCH HWA 20 GROW -LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' 18" WD. #5 CONT. FULL AMC 30 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' 30" HT. FORM TO GRADE SDD 50 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' 1 1#1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. o Client: - Steiner =, Development, Inc 3610CamyRosd101-Wryry�M*391 � Phane: (952)473-5650-Fu: (952)413-70537058 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 3/23/08 Sheet: 1 of 2 SMI Project Number: 60172-089 M WATERING GUIDELINES PLANT TYPE MACHINE TRANSPLANTED TREES (3" CALIPER+) AVE. AMOUNT OF WATER PER APPLICATION (GAL.) 50-100 BALLED & BURLAPPED 20t TREES BARE ROOT TREES 15t 10t BALLED & BURLAPPED SHRUBS BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t 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 z z 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: [::::a0C0of=aMAXIM 01at] SECTION 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 JIGGL rvoi.' iv BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. 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: = SLOPED AREA PLANTING EXISTING GRADE "T AREA PLANT ACCORDING TO LIMITS OF PLANTING HOLE NOTE: PLANTING DETAILS BELOW AS APPLICABLE STAKING/GUYING IS NOT S MULCH ANTICIPATED TO BE BACKFILL AREA LIMITS OF MU / REQUIRED, NOR IS IT DESIRED. BUT IF 1 LIMITS OF ROOT SYSTEM STAKING/GUYING BECOMES \ / GUYING SYSTEM NECESSARY, AS DETERMINED BY THE ENGINEER, THE POST STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH NOTE: THE STANDARD TREE 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 STAKING/GUYING DETAIL. PLAN VIEW TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. [::::a0C0of=aMAXIM 01at] SECTION 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 JIGGL rvoi.' iv BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. 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: = SLOPED AREA PLANTING EXISTING GRADE "T AREA PLANT ACCORDING TO LIMITS OF PLANTING HOLE NOTE: PLANTING DETAILS BELOW AS APPLICABLE STAKING/GUYING IS NOT S MULCH ANTICIPATED TO BE BACKFILL AREA LIMITS OF MU / REQUIRED, NOR IS IT DESIRED. BUT IF 1 LIMITS OF ROOT SYSTEM STAKING/GUYING BECOMES \ / GUYING SYSTEM NECESSARY, AS DETERMINED BY THE ENGINEER, THE POST STAKING/GUYING SHALL BE DONE IN ACCORDANCE WITH NOTE: THE STANDARD TREE 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 STAKING/GUYING DETAIL. PLAN VIEW TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. 15050 23rd Avenue North Schoell Madson T178 46-1600soF763 4&1699 Planning Engineering Surveying 554Third Street NW, Suite 100 7M Elk River, Minnesota 55330 T 763-241-0108 F 763-241-0351 www.schoelimadson.com Steiner Development, Inc. 3FIme:(9524733--5650- Fa:rf^(952) 473705855391 Project Name/Location: ARBORETUM BUSINESS CENTER CNANNASSEN, MN Date: 3/2S/06 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS 2 of SMI Project Number: 60172-089 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: 1-800-252-1 166. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET. 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 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. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 11, SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS, LEGEND DENOTES EXISTING CONTOUR - - - - -998- - - - - DENOTES PROPOSED CONTOUR DENOTES BOUNDARY LINE - - - - - - - - - - - DENOTES DRAINAGE/UTILITY EASEMENT <[ DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER -0000001300000- DENOTES EROSION CONTROL SILT FENCE DENOTES PROPOSED TIP -OUT GUTTER DENOTES PROPOSED RETAINING WALL - DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE DENOTES PERCENT OF GRADE ♦111111 DENOTES DIRECTION OF DRAINAGE FLOW x 910.5 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING a DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP ® ❑ DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE --� DENOTES NEW BITUMINOUS PAVEMENT. 1-1/2" Mn/DOT 2331 WEARING COURSE 2-1/2" Mn/DOT 2331 BASE COURSE 8" CL. 5 GRAVEL (100% CRUSHED QUARRY STONE) COMPACTED SUBGRADE OR AS APPROVED BY GEOTECHNICAL ENGINEER EROSION & SEDIMENT CONTROL MAINTENANCE: 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER. Revisions Date: Description: By: Date: Description: By: n 16 0 30 60 90 SCALE IN FEET 1 x 1020.9 1025.6 \1025.8 ' x x 1026.2 1027.5 2 S WARNING x� a THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED 'o STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. 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. ScottDate: Hard Reg. No. 13394 Designed By: Drawn By: Checked By: W x 7 � 1.0.8 50% x 1WV.b t009.B x x 1l 11.(� 1009.9 n 16 0 30 60 90 SCALE IN FEET 1 x 1020.9 1025.6 \1025.8 ' x x 1026.2 1027.5 2 S WARNING x� a THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED 'o STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. 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. ScottDate: Hard Reg. No. 13394 Designed By: Drawn By: Checked By: W x 7 � 1.0.8 50% x 1WV.b t009.B x x 1l 11.(� 1009.9 15050 23rd Avenue North Schnell Madson TI76 u7446-1600soF78 46.1699 Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241M51 www.schoellmodson.com 1009.7 �l x 1010.5 �p219 \� I 3[C•..5.1 7 x 3' Cl (TYP) 4-6"ZOLLARDS A 1-UND PIV x 1004.5 x 1004.1 x 002.95 FFE=1 P,Z500 002.95 `--3' CURB TAPER (TYP) x 1004.5 - B612 CURB d GUTTER (TYP) PROVI PROT1 0 2.95 _I x iC x FA x 1 WW-3 1pp0.81 1000.6 .0 I t- I � �x 1000.4 0 0 111000.5 I •I 1 700 9 1 .0 1001 1 x 1p0 x 3.4 \1 f01a 4 Jt, Kh 003.3 x 1002.2 p2'90 Ion: 70p3 0g 7002 �$OQyL� .? °9h 3.23% SS ` 10 1. g94.ftvi:i ,AO a, 3 1005.4 x 1003.67, �! 1008.8 oI- MH SEWER 14.60 RW.�QQ7.59 INV=992.99 SS Client: Steiner Development, Inc. 3610 Nw.(Camny Road FCC(952) 4M®705855391 L -75 100 `MATCH EXISTING CURB 00 1000.5 x PROVIDE INLET PROTECTION 1000.1. 999.9 SAWCU OGE EXISTIN ITUMINOUS REPLAC ITH SAME SECTION AS RE ED / 999.7 2------- 7000 m ` -ar-- 4003A I war e :1 1A- - SS roject Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN Sheet Title: GRADING PLAN _Ss MH SEWER -�Q RIM-1002. INVe989.2 Date: 3/29/06 Sheet: 1 0, 3 SMI Project Number: 60172-089 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. WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE 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-35 UNLESS NOTED DIFFERENTLY. 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-3250 B WITH CURB BOX OR NEENAH R-1733 WITH TYPE "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. ALL PIPE CONNECTIONS TO EXISTING STORM 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. 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 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 WATER TOWER PLACE 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 MMUTCD, 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. Revisions Date: Description: By: Date: Description: By: R*64M R*64M 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 10 F1 s < DENOTES EXISTING BUILDING HYDRANT _J DENOTES PROPOSED BUILDING W/6" VALVE j r& Ul1LI TY EASEMENN T PER THE EASEM L� RECORD PLAT OF 0 IN DENOTES EXISTING STORM MANHOLE/ CB ARBORETUM BUSINESS PARK sTH ADDITION ® M DENOTES PROPOSED STORM MANHOLE/ CB 2 6"-45' BENDS I �d DENOTES PROPOSED FES / FES W/RIPRAP 0 DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT RI CB 4 CB N DENOTES PROPOSED GATE VALVE I V=997.59 -6- DENOTES EXISTING HYDRANT Ln V n ra e 0 30 60 90 SCALE IN FEET 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. 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. Scott Ham Date: Reg. No. 13394 Designed By: Drawn By: By: CB 2 RIM=1001.18 INW=996.55(N) INV7996.35(SE) 6"-45' BEND I CONNECT TO (EXISTING 8" STUB-\ io 0 I 15050 23rd Avenue North Schoell Madson T78 46-1600soF7846-1699 Planning Engineering Surveying 554 Third Street NW, Sulte 100 Elk River, Minnesota 55330 T 763-241-0106 F 763-241-8351 www.schoallmadson.com �i 91' h td. DRANT W/ VALVE- "=45' BEND 8" DIP CL52 WATERMAI N - 8" PLUG 8" PIV STUB 5' FROM BUILDING--,., FFE-1003.00 ROOF DRAIN CONNECTION INV=995.80 STUB 5' FROM BUILDING--' 40'-12" PVC 0 2.00%- CORE DRILL CONNECTION TO EXISTING STMH AT INV=995.00 CBMH 1 RIM=1001.53 V=994.87(NW) INV=994.54(E) - 8"x6" CONNECT TO EX. STUB'4 AT INV=993.70 RACTOR TO FIELD VERIFY 1 PRIOR TO CONSTRUCTION- 1 8"x6" TEE INV=994.55 STUB 5' FROM EX 18" PLUG INV.=994.04- 63'-18" RCP IX. 6" PVC STUB 0 11 0 I MH SEWER 14.60 7.59 INV=992.9 SS -�� Steiner Development, Inc. 3610 m(95) 4�5650• Fuaymm(952) 4473705855391 8"-45' BEND SAME II T & REMOVE EXISTING OUS. REPLACE WITH TION AS REMOVED. /8"-45' T BEND CONNECT TO EXISTING 8" DIP STUB ` 1 -tr ar IN CT TO XISTING STUB IN =9 4.0 t AC TO FIELD VERIFY RRRRRR�� PppIOR TO CONSTRUCT( A i� SS I X -SS- X CALM M1lt Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN SS MH SEWER -� RIM-1002. INV=998.2 Date: 3/29/06 Sheet Title: Sheet: UTILITY PLAN 2ot3 SMI Project Number: 60172-089 SEDIMENT TRAP AS MANUFACTURED BYNam 6" Distance variable goo WIMCO,LLC.SHAKOPEE, MN. Surmountable Curb k Gutter to be tronsitioned 1/2 r - wi' o 6 max.spocing into a 8618 type at catchbosin. s. • / y /'" / '� 3'r 1/2"r slope ft T Bituminous Material Top w W cL < w $ Z 3 4" er o< W i Steel T Posts 24" in ground SPECIFICATIONS AND STANDARDS DESIGN LOADS Catchbasln Frame A Grate U F LL Zip Ties Neenah R-3290-L or equal ��o� /i • ^ iT 8�8 Z a- p 0 Note: P - AFiC xu3au of sTm mHSRnc1UH. 9m Ed110N. ALLDw/&F. AUE wErHa Imn wrinur. r °'' �"" `""°" with LGrate e• - r Concrete Curb and Gutter O W U z 8 Silt fence per MNDOT _ - AweMm"" �''' $ 6" 16" w w a a io 0 4 X specifications, source 2000, 29 CM 192e - O$HA �'T-'^' ."o wE-1N SfuIR_: _ wAT FLOW RAZE nHRJUnH hPE FT FILMR) O.'N7 cM1 a 3' M°E MAXIMUM MRFLOw RATE Z � g J W i Q n Z / machine sliced woven monofilament, 36"wide fastened to 3.9s fi O t5' wtl g '� w �� W 'Nlw ,[ << 00 �� / 4,04 steel Posts lastic tie0lberensile a� Li in < re W P strength zip 9 P P P MODEL#CG23 / I MMk a o F o i W O O T-Post. (Machine sliced) s' Min. Depth at :at �/ �� ec �� catchbosin to be depressed 2' + r /r yr 1 /2"r Top Bituminous Material U) m o m b Q OQ�ppQ,O..�(Q� C fence embedment ��. .� below design gutter Tine grade. .I,c• S 4' R IMnDOT ��. = J w M U `� ' J ca < o QQ�VD3QD7� D O O EROSION CONTROL FENCE -TYPE 1 �� A . ... J: :; ; ..:: • ,:. ; ;',, 1 \ Concrote Curb and (Etter NOTE- w LL3 0 w -J N 3 �z < x < `wR QALTER A9sEweLr em, For Private Driveways, �' FLTER FABRIC OMERf100o2 -1pP OFMRB BOX s +r Use Only with POMMq Lots, er MWlan.. Uj 7 x 10 Iwo IRIA A[.eAL* R 6 MINIMUM DEPTH S O ("� Note: Surmountable Concrete Curb k Gutter ��p�� J,t�ii� No Scale W rn _ CO 8 =T <� w << e �Z(� 30�000�0 �"R 53 �j =s y GM Type 2 silt fence is the some as type I with hay bales installed as per detail CURB 2 - #4-60" Long Rebars Each way t2"R 16' 68•R Top Bituminous Material r -J -Jib fl S a m doS� 1" - 2" WASHED ROCK Type 2 to be used to protect all wetlands. S a s '�+ •� ' I SURMOUNTABLE = m / o w z o < fti m o '�-,'14002.1.:; 2' 1• P-�� _�`_^ 'm 18" MINIMUM CUT OFF BERM M I "'. t 5' Min. Transition m To of 5' Mtn. Transition $ a 17 1 10 1 iv Concrete Curb and Gutter (NF z �MJ_ it J TO MINIMIZE RUNOFF FROM SITE ZO *•w°`7 * Curb 2" , a R CO-23 HIM , a m p z Z < �'O -�`=,.• •f ' •:�- • Hay or Straw Bales TRo R9oE .ola AtT tlr9upA NN IS b 2O Mb % _ ~• I/1 0<<0 w D: =U < F o }U L) g yo, y6z a r FWDI-� 2 Z z I a - --- - _ :. ..... .,. .:. ..._'.n.:u-':i•. (...+:. .' tr',4'�iM1�, • r : •' '. awrM. Bdw b b ,ec®ed r MM w9ddv. HUH-FTaw FABRIE NOTE: line 2 - LONG 4" B" 1 1/e"r (`JJ(77 14n p O K m>(J-0 0OF= W Q E`! Jz m N N p _ RS T a« x 3Z °GP Zip Ties ;'=-, -•;= �• Bw°"bb Gtl .mR -Og °bH Y°G d. Design gutter grads r-60' Rebars Each way wl itm mZ r t�NON Sao co Uj��<<x« NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK . Clean filter media after each rain event and replace if filter is clogged with Frame dt Casting BRMhous �b 080 ~sF� l-> J Z-)0•o~v SwF --<a ��ciM;eM;,; TO STOP MUD MIGRATION THROUGH ROCK. EROSION CONTROL sediment. Remove debris/sediment from receptacle after each rain event. T 'mnON A -A o Bituminous w'YOC° W Sfm Foamed wZ=l W&=a �� m<W �w�of w zmw �<I^ �=w o z FENCE - TYPE 2 No Scale <a a_w �o N-� =u n x n a CITY OF ROCX CO:ti� :"r`$C�::Oti CITY OF S:+ •: CITY OF CATCH BASIN SEDIMENT TRAP CITY OF cu coz��,c7•®ti CITY OF CHANHASSEN N"IMICA• CURB 'AND ew CITY OF CHANHASSEN �: MP•OA L V A:� : CHANHASSEN EX7RAtic CHANHASSEN rEzcd CHANHASSEN CHANHASSEN A cA . c� �A�.ti a .. .�,S. ALLA . ..®1 .: . -771-D;1-98 D.:^.?: 2=97 i!:.'.1S ::0.: d3©: p I .k:.810..2-97, 1-02. 143, 1 -I ,y,,,;: 2=97 r i.A..i ::0.: �3©© REVISED: DATE: 1-04 PLATE NO.: 5302A w.� .S!'Ik 1-98 ,)1.::: M 2=97 > w I:A..i ::0.: ,r 3.©� R1ieSHD: 2-97 D,FS10 eD=9'� i P:hf :p.: �y �',G©� W.'sEk. 1-00 2-01. 1-001,-04 1-02 :a4:1C �_'�"� P::: ':::0.: /� 'F©©Uir "lwa'.I393 5301 �::1i :l {:393 5300 FILE NAME: li:E :7L,::S 393_31pg 393_5203 PL CL PL DROP LID 7.5' Minimum cover required 3'-0" 30' 30 16' to Face 18' to Face wAmr Tyler No. 6860 over top of water main. Mueller No. H-10361 24"x36" slab opening for Neenah NOTE: Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE R3290-L or equal L Grate Shown r3l IF THE DISTANCE FROM NUT OF THE VALVE TO \ Wear Course \oQe Above Edge Gutter 5 THE TOP THE SURFACE IS GREATER THAN 8'. I I NOTE: L grate shown p off 3.0% 2.0% �o+. Grade / Fee of Curb �0 y:` o+1+. TOP Tyler No. 6860 26' Adjust top to 3/4' below grade. Box to be set to 12" -" v Neenah R3290-L casting and or equal. Direction of Flow 4" Topsoil, Seed 1 1.5 1 �- do Mulch Sod. Mueller No. H-10361 26" provide of adjustment. o grate or 2"-MNDOT 2350 MVWE35035B Bibby -Ste -Croix No. V9502 27" Y- Compacted • •+•.+•�+ Bac kflll I - �9° I 0 o - - I maximum of 5-2" Minimum 2 ma D1 AAI PLAN 61 Curb a 8 Concrete Cu T MVNW 2"-MNDOT 2350 350358 Tyler No. 6860 Mueller No. H-10357 + ++ + +• + +• + + + +.+ + + + 12' + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + iI- -I II I I i N• zE a a o a eoyc- u 6" Conc. collar of concrete adjustment Nnga with full beds of mortar. Catchbosin casting 2 1/2'-MNDOT 2350 MVNW3503513 EXTENSION Bibby -Ste -Croix B-5001 + + + + + + + + + + + Material i- Bc -I i I I oS o Precy st concrete, or and grate Neenah Tyler Na. 58 14" No. 59 is" Gate valve box, screw t e, yP 3 piece, 5 1�4' shaft, size P + + + + + + + + 6' Pa Depth �• � y ep + + + + + + + + Increments (typ.) + + + - -I I 1I a In � 1 out , m �_�- ■ HDPE adjusting rage. concrete slab. R3290-L or equal 3' radius curb box. Grate to be 2" below gu tter grade. 12'-Class 5 Aggregate Base, 100% Crushed 49r� 24' MNDOT 3149.28 Select 24" 6" + + + + + + + + + + i- _ - _ -I I i me) 6" precast reinforced 5• transition each Granular Borrow (See Note 7) No. 60 Mueller No. 58 14" G box, 7'-6 extended, #16 round base i-I I -I i I -I I 1-ITI-I i I- Top of barrel section under top slab side of catchbosin. Tack Coat - 2357 No. 59 20" Bibby 6" Pay Depth i / i / / i i i i i Foundation - I^� �� TYP') " If Re 0 to have flat top edge sealed with 2 beads of Ramnek or equal. precast concrete or HOPE adjusting rings. Tack Coat - 2357 -Ste -Croix V8520 No. 57 g" GATE VALVE ADAPTER: 1/4" Note 1) Natural Ground All joints in manhole to have Top of Curb VB521 No. 58 14" V9523 No. 59 26" COATING, /2R RUBBER Varies 4 -0 Typ, 0' ring rubber gaskets. Minimum of 2-2"S 8 1�2" VB523 No. 60 26" GASKET INSTALLED BETWEEN c" psnot a outside t dams for o pipe Precast concrete section maximum of 5-24 Varies 1. Way Required - ' THE GATE VALVE AND OATS VALVE ADAPTER. N0T151 1. Doghouses shall be grouted on concrete adJyement rings allowed with 1/4" 244 x 3e Precast 3' minimum Maximum %. 2. Maximum street grade 7.OX BOTTOM NOTE: 5' both the outside and Inside. 2. No block structures are allowed. bed of mortar between each and a between S" 3• Grout 3. Minimum street grade 0.75X 4, 4.0" Topsoil placed In disturbed areas. T er No. 6860 65" uely- No. 1 60" The Bottom of the Trench Shall Least BOX of to Fit the Pipe Barrel for at Least 80x of Manhole Neenah R1981J or B" thick concrete collar on the outside. 6. 2 Rolle cod behind curb. G. The bituminous wearing surface shall be placed the next construction Bibby -Ste -Croix No. VB516 60" VB516 Resilient Wedge Valve the Outside Diameter. steps, equal. 16" o.c., Aluminum steps 6" season following placement of the bituminous base. the Valve and Box to be plastic wrapped per section 2.03a Conforming to AWWA C-515-80 standards with all stainless steel NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance 6• o ¢p a" r�:. "r p approved. Doghouses shall be routed on both the fireside and outside. t SECTION 7. A test roll of prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional aubgrade correction or to reduce the requirement of 24" MNDOT BASE note & belts. with MNDOT 3149.2H course filter aggregate. ,• 1 ;::•. -�� Minimum slab thickness, 6" for 14' Select Granular Borrow to 12" based upon the result of the test roll. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% "1� ' depth. Increase thickness 1• for each 4' of depth greeter than 14'. and reinforce with 6 x6" 10/10 mesh. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. in passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. Grotttomof 1/2 ale 2. Costing to be totally encased 3. No block structures are allowed. concrete curb section. 18"X18"X8" concrete block a uQMON tbo and slope grout er towaat lrd invert. P 4. No wood shims are permitted in the adjusting rings. CITY OF GATE. VALVc CITY OF - - • • 7•7d 3.M923• Me CITY OF �: c cOO:tiO '20 CITY OF ��•�� AS•ti CITY OF CHANHASSEN S. . �"W'�On CITY OF CHANHASSEN �1 q��.pp. t .:CHANHASSEN : � © CHANHASSEN P.V.C. & A•B•S• CHANHASSEN � � CHANHASSEN VAX 0:oc3 CATCH BAS::� �R�EP� i? *w*■ . r�c� . SQO ■ •OX 1?!:':,SI•"J.' 2-97,1-03.1-04 2=97 tools ).:: 2=97 2:n:a.: 2203 .7SID 2=97 i3•M•y::0.: 2202 a.1M•M•1-DO, 1-03 :)•y.. 2=97 >••:1.::a.: 02 INEMN 1-0, 1 -03 T1: 2=97 NA::A.: 3 PF.51k2-97 2-01, 1-0 WI.J•: 2 97 NA-F., No.: S20 w "",J3931006 393203 2 ,.�92 •'� •::y ':''::39 i!7=3935201 Revisions Date: Description: By: Date: Description: By: I hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Harr! Date: Reg. No. 13394 Designed By: Drawn By: Checked By: m Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoel Imadso n.00m Client: Steiner r= -, Development, Inc. 36 :(95)473-5101 650 =(952)4M �855391 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN Sheet Title: DETAILS Date: 3/29/06 Sheet: 3Of3 Sill Project Number: 60172-089 I hereby certify that this plan was prepared by me or under my direct supervision and that 1 am a Licensed Professional Engineer under the laws of the State of Minnesota. Scott Harr! Date: Reg. No. 13394 Designed By: Drawn By: Checked By: m Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoel Imadso n.00m Client: Steiner r= -, Development, Inc. 36 :(95)473-5101 650 =(952)4M �855391 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN Sheet Title: DETAILS Date: 3/29/06 Sheet: 3Of3 Sill Project Number: 60172-089 CITY OF CHANHASSEN RECEIVED MAR 3 0 2006 CHANHASSEN PLANNING DEPT ARBORETUM BUSINESS CENTER Steiner 06073.0 SDI CITY SUBMITTAL WATER TOWER PLACE Development, Inc. CHANHASSEN, MN 3610 County Road 101-Wayzata, Min.nesota 55391 30 MAR 2006 FOR PUBLIC HEARING Phone: (952) 473-5650 - Fax: (952) 473.7058 PROJECT GENERAL NOTES ARO-InECTLI 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201, 1987 EDITION) IN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS, ADDITIONAL NOTES WITHIN THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT FOR A COPY OF A201, IF REQUIRED. 2.. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED WITH THE OWNER. 4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN ALL POLICIES. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN. 7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION. 8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH. 9. MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE IN HARMONY WITH ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION AND INDUSTRY STANDARDS. 10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED. COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER. 11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER INSTALLATION OF FINISHES, THIS IS TO INCLUDE, BUT IS NOT LIMITED TO: PATCHING, SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING, ETC. 13, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE WORK, 14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE PUBLIC ACCESS AND PASSAGE. 15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE COORDINATED AND VERIFIED PRIOR TO BIDDING. 16. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY MECHANICAL/ELECTRICAL. 17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS & SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS, STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. 18. PROVIDE SEMI RECESSED FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES UNLESS NOTED OTHERWISE. 19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING STANDARDS UNLESS OTHERWISE NOTED. 20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK, FURNITURE AND ACCESSORIES. 21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER, ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS. 22. ALL INTERIOR GLASS MUST COMPLY W/ CHAPTER 24 2000 IBC FOR DESIGN LOADS & SAFETY GLAZING. 23, ALL MATERIALS USED IN PLENUM AREA MUST BE NON-COMBUSTIBLE AND / OR LISTED FOR PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS. 24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE APPLICABLE CODES. GENERAL NOTES CONTINUED ii 7lwl 1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, ETC. IN A WORKMANSHIP -LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND REFINISHED TO MATCH THE EXISTING, UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED, RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH WORK. ALL NEW MATERIALS & FINISH WORK TO BE FREE FROM FLAWS & DEFECTS. 2. NOT USED. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION. 4. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO MANUFACTURER'S SPECIFICATIONS. 5. NOT USED. 6. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH THE SURFACE ON WHICH THEY OCCUR UNLFSS NOTED OTHERWISE. 7, NOT USED. 8. NOT USED 9. PORCELAIN OR CERAMIC FLOOR TILE TRANSITIONS TO CARPET AT RESTROOM DOOR ENTRIES SHALL HAVE A 0111) SURFACE MATERIAL (EX. CORIAN THRESHOLD) MECHANK'.M 1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. 3. NOT USED. 4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD STRUCTURAL REINFORCING AS REQ'D FOR THE INSTALLATION OF MECHANICAL ROOFTOP EQUIPMENT, 1. THE ELECTRICAL CONTRACTOR IS TO DESIGN ALL ELECTRICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. THE ELECTRICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. 2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR IS TO PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND WIRING OF THE SPACE AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. CERTIFICATION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, A REGISTRATION NUMBER: 18074 CLIENT APPROVAL AS A REPRESENTATIVE OF: I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. NAME: TNLE: APPLICABLE CODES INTERNATIONAL BUILDING CODE (IBC) 2000 INTERNATIONAL FIRE CODE (IFC) 2000 CITY ORDINANCE INTERNATIONAL MECHANICAL CODE (IMC) 2000 MN STATE BUILDING CODE 2003 MN PLUMBING CODE 2002 MN ENERGY CODE 1999 NATIONAL ELECTRICAL CODE 2002 OCCUPANCY REQUIREMENTS FIRE SPRINKLER PROTECTION: FULLY SPRINKLED, ORDINARY HAZARD - GROUP 2 TYPE OF CONSTRUCTION: 11-8 BUILDING OCCUPANCY: B, S-1, S-2, F ESTIMATED OCCUPANCY LOAD: 211 PEOPLE ESTIMATED NUMBER OF EMPLOYEES: 127 PEOPLE AREA MAP AREA OF WORK �� Lake F/(( P NIGMGVER 1116N 3 J Minnewashta Je, d Cedar Po' "'�" Har Eo �f" �Lo y CrJ PiC��-P� HILRtc ON RD a z a R Nd y G NFLINT W RED F RE C 9P�� Cad u CT. p� CIR ➢R. 1 OR, qS q OOR TAN4D��NA CIR. VJ 81. BLUE JAY CIR. SOJ GT �IH T0., u `11 00 82. AUDUBON CIR. pq �"N HILL MF \\ 83, TEAL CIR. ,O' 58. COACH CT. z 84. PARTRIDGE CIR. 4 159., COALM LA. w Cr h St. 85� WHITETAIL RIDGE CT 160, COACH PL Bpt� (� 94, MOLINE CIR. 96, PHEASANT CIR. TRY TR. �Lt 113. ARLINGTON CT, g0 VILLAGE PL. < i T116N R23W W > (� TG9o2` t62 VILLAGE ST. A o z T6. RY CIR 163. COACH DR. O, RB�Rf JC" Ir 16 I-i' DRETJ�E, W, 54. 8A�A2. BLVD. O i rvNL tp ]Bth II A > Rs h 139. WNEELOVER CURVI CORPO PL , t &W 1I 38. BLUEBONNET BLVD, PL. 4 i � I9 139, PRIMROSE PC # U[IF _ M. I4D. LADPP TSLIER LA. - � D pt LANDSCAPE ARBORETUM III. BUTTERCUP CrA caTOWER, COULTER eNa`ocd° 142. SNAPDRAGON DR. TOWER < 46 143. HARVEST WAY PL F Q/ [IMBERUVO 144. AUTUMN RIDGE AVE p 145. AUTUMN RIDGE LA. O V J 82n ST. E. °' LUI4;� 0 9 0 2nd ST. W `t1D DR. 1 c RtplL CREf� o rs ti 41 BRIDLE A w W 5 j CREEK TR, BSI➢C RE' 133. K134, 18 8 Z 19 w 5 a MAN BLVD. p �pOS,O " .. _... _..._ 18 SHEET INDEX 0 24" X 36" ♦ 8 1/2" X 11" SHEET # SHEET DESCRIPTION i .d° NOTES ARCHITECTURAL AO.0 TITLE SHEET, AREA MAP A1.0 SITE PLAN A2.0 FLOOR PLAN A3.0 EXTERIOR ELEVATIONS E1.0 PHOTOMETRIC PLAN (RUUD LIGHTING) 61 LANDSCAPE L1 PRELIMINARY LANDSCAPE PLAN L2 PRELIMINARY LANDSCAPE DETAILS 0 CIVIL C1 GRADING PLAN 0 C2 UTILITY PLAN 0 C3 DETAILS Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Suite 200 Wayzata MN 55391 Tel 952.473.1985 Fax 952.473.1340 www.mohagenhansen.com SITE DATA 0 Z Q LU J 0 co LU I— W N SITE PLAN 1" = 25'-0" I FIRE I I W O -91 'T � I I � I t I I I I I 1 '�/ f PROOF OF PRKG I I I PROPOSED BUILDING QI 25 300 GSF 44'-„ " W 0 I Q 18'-0" L 26'-0" 18'-0" 146 01 I owlV PPROOF F _PRKG I I W seL PROOF OF PRKG 0 I �IK RA I 18 �� q FIRE N �PROOF IOF PRKG 0 9'-0" / _ L \ eo / 20'-0" PARKING SETBACK i-- y WATER TOWER PLACE ZONING CLASSIFICATION: ONE-STORY OFFICE/WAREHOUSE SHOWROOM ARBORETUM BUSINESS PARK BLOCK 4, LOT 1 BUILDING SET BACKS FRONT 70'-0" SIDE (STREET) 30'-0" PARKING SET BACKS FRONT 50'-0" SIDE (STREET) 20'-0" PARKING REQUIREMENTS PARKING RATIO 1:200 (OFFICE), 1:1000 (WAREHOUSE) STALL SIZE 9'X18, DRIVE AISLE 26' PARKING CALCULATIONS BUILDING: 25,300 GSF OFFICE: 25,300(50%)/1000 = 12.65(5 STALLS) = 64 STALLS WAREHOUSE: 25,300(50%) = 12,650 SF 10,000 SF/1000 = 10 STALLS 2,650 SF (1 ADDITIONAL STALL PER 2,000 SF) = 2 STALLS PARKING SUMMARY: 76 STALLS REQUIRED INCLUDING 4 ACCESSIBLE STALLS 119 STALLS PROVIDED INCLUDING 6 ACCESSIBLE STALLS 8 PROOF OF PARKING STALLS HARDCOVER % MINIMUM GREENSPACE: 30% < 31% PROPOSED MAXIMUM HARD SURFACE COVERAGE: 70% > 47% PROPOSED MAXIMUM BUILDING HEIGHT: 40'-0" > 22'-4" PROPOSED BUILDING AREA TOTAL 25,300 SF (.58 ACRES) HARDSCAPE AREA TOTAL 55,130 SF (1.26 ACRES) 3b qas"` LANDSCAPE AREA TOTAL 36,926 SF (.85 ACRES) SITE AREA TOTAL 117,356 SF (2.69 ACRES) BUILDING AREA/SITE AREA=PERCENT BUILDING COVER _ < 25,300 SF/117,356 SF= 22% HARD SURFACE/SITE AREA=PERCENT HARDCOVER 55,130 SF/117,356 SF= 47% LANDSCAPE AREA/SITE AREA=PERCENT GREENSPACE 36,926 SF/117,356 SF= 31% Steiner Development, Inc. 3610 Cawdy Road 101-Wep4 Mione 55391 Phone: (952) 473-5650 • Fa: (952) 473-7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Wayzata MN 55391 www.mohagenhonsen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. ATODD MOHAGEN, At REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS, NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: B1H CHECKED BY: T. MOHACEN DATE: 03-30-2006 COMPUTER DIRECTORY: K•J)OBS/STEINERDEV/CHANHASSEN/CITYSUB - SITE PLAN CITY SUBMITTAL N (T) A190 1 wt.o FLOOR PLAN 1/16" = 1'-0" Steiner giAh Development, Inc. 3610 County Road 101 -Ww^ MiuouW 55391 11m: (952) 473-5650- Pax: (952) 473.7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen 0 Hansen F Architectural Group 1415 E Wayzata Blvd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Woyzolo MN 55391 www.mohogenhansen.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. • TODD MOHAGEN, AI REGISTRATION NUMBER: 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: BJH CHECKED BY: T. 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DIU e e e e e e e e 0 e e v v v v v e 0.D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 D,0 0'0 0.0 0'0 0.0 0.0 0.1 0.0 h 0.0 a v a v v e 0 a v a a v o 0 0 v a o a v a o 0.0 0,0 0,0 0,0 0,0 0,0 Q� / AT E RO,D -.M 0 , lfR D.D POL 0.0 C E 0.0 010 0.0 010 0.0 (\Ul 1.3 .6 a 3.9 .3 0. 0.4 .0 2. o a a v 0 v v 0 a 0 v v Luminaire Schedule Pro'ectl All Pro jects Symbol Qty Label I Arrangementl Lumens I LLF I Description oIIIIIIIIE 6 AC440 SINGLE 133100 10.650 AC2440-M (400w mh) 2 AC440SBL SINGLE 133100 10.650 AC2440-M (400w mh) B LPR615 SINGLE 112600 10.650 LPRW417-M (175w mh) (8) PS4S25C1BZ 25 x 4 x ,125 Square steel poles (2) SBL-16 Backlight Shields (ac440sb1) www Poles meet 110 mph sustained winds www AC Fixtures mounted at 27.5' (25' pole + 2.5' afg base) w/no tilt x3K)( LPR fixtures mounted at 20' (on the wall) RUUD LIGHTING 800.236.7000 USA Cwww,ruudllghting.com> 905,671,1991 CAN Illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used In conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer Is responsible For verifying compliance with any applicable electrical, lighting, or energy code. Parking Lot Only Illuminance Values(F"c) Average =1.85 Maximum =5.3 Minimum =0.4 Avg/Min Ratio=4,63 Max/Min Ratio=13.25 SCelr 1' • 3V o ee ee Dote;3/28/06 I I Engineer: Bill Schubert Project Name, Laketown El 043018) - Arboretum Business Ctr: Filename: 60328LA1BRS.a32 FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS Numeric Summary Project: All Projects Label I Avg Max Min Avg/Min I Max/Min CalcPts 10.96 15.3 10.0 10.00 10.00 Steiner Development, Inc. 3610 Cm* Road 101-Wtyzd%Miiaaeou 55391 Phone: (952) 473-5650-Fax (952) 473-7058 ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen Architectural Fm Hom Group 1415 E Wayzata BNd Tel 952.473.1985 Suite 200 Fax 952.473.1340 Woyzolo MN 55391 www.mohagenhon"n.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. TODD MOHAGEN, AI REGISTRATION NUMBER; 18074 THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. NO. DESCRIPTION DATE PROJECT NUMBER: 06073.0 SDI DRAWN BY: RUUD LIGHTING CHECKED BY: T. MOHAGEN DATE: 03.30.2006 COMPUTER DIRECTORY: K•JIOBS/STEINERDEV/CHANHASSEWa YSUB PHOTOMETRIC - PLAN CITY SUBMITTAL N (1) E1.0 FA N N O nl:.• ,:...T ) .•m.}kk,.4i 0 0 0 .15• 1 FA Mr. 19 2—HWA 3—AMC 2—HWA 3—AMC 5—SDD 1 f J p V 3—BSA. ` • �S- : `. Sid � � �, F •4 5—SDD 2—HWA 3—AMC - 2—HWA o 3—AMC \ 5—SDD FFE=1003.0 5—SDD 5—SDD 5—SDD --- 2—HWA 3—AMC — 3—AMC 2—HWA 5—SDD 5—SDD 2—HWA 3—AMC �,.4.. ..50� 1 PLUG L6- 3—TH 1—AM 31N S 7—SO 994.04— `` J >> ., Su 01 :Oi& -_ — I I NwN f— MH SEWER 14.60 7.59 INV=992. SS Revisions Date: Description: By: Date: Description: By: CATCH BASIN 1—TH 2—TH 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. CATCH BASIN RIM-999.05 INV-99525 is Ss W sT Designed By: Drawn By: Checked By: 0 ►0 i I- ST 1 PLANT LEGEND OVERSTORY DECIDUOUS TREE SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK 0 MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP �^`� ROCK #817, 7%" MODIFIED, GREY/BLACK IN COLOR • ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 0 ter/ 715.483.3216 EVERGREEN TREE 0000 SHRUBS/ PERENNIALS = 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 IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, i%2" 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 DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL —MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOI'. 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHGJT 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. = PLANT SCHEDULE — KEY TH SO M/ e AM G BS HWA AMC CATCH BASIN NV-982233 0 30 60 90 SDD I` QUANT1T1ES ` SCALE IN FEET CONTRACTOR CATCH BASIN 1—TH 2—TH 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. CATCH BASIN RIM-999.05 INV-99525 is Ss W sT Designed By: Drawn By: Checked By: 0 ►0 i I- ST 1 PLANT LEGEND OVERSTORY DECIDUOUS TREE SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK 0 MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP �^`� ROCK #817, 7%" MODIFIED, GREY/BLACK IN COLOR • ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 0 ter/ 715.483.3216 EVERGREEN TREE 0000 SHRUBS/ PERENNIALS = 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 IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, i%2" 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 DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH METAL EDGING, 3/16—INCH THICK BY 4—INCH HIGH BY 10—FEET LONG, BY COL —MET, OR APPROVED EQUAL, ANCHORED WITH METAL SPIKES PER MANUFACTURER'S RECOMMENDATIONS. 9. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOI'. 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHGJT 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. = PLANT SCHEDULE — KEY TH SO M/ e AM G BS HWA AMC CATCH BASIN NV-982233 0 30 60 90 SDD I` QUANT1T1ES ` SCALE IN FEET CONTRACTOR QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS FULL, STIR. LEADER, NO 'V' CROTCH 9 THORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5'CAL. 7 SWAMP WHITE OAK QUERCUS BICOLOR B&B 5 AMUR MAPLE ACER GINNALA 2"CAL. B&B 12 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. B&B 20 GROW —LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' 18" WD. #5 CONT. FULL FORM TO GRADE 30 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' 30" HT. 50 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' 1 1#1 CONT. SHOWN IN TOO VERIFYE PLANTING SCHEDULE ARE QUANTITIESSHOWN ON THE PFOR THE CONTRACTOR'S CONVENIENCE. BAS 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. 15050 23rd Avenue North Schoell Madson TI76 46-1600soF763-746.1699 Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com Steiner Development, Inc. �( 4733--5650- Fu:(95522) 473�70855391 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MIN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 3/23/06 Sheet: 1 of 2 SMI Project Number: 60172-089 M 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 20t 15t 10f BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t 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 0 CONTAINER STOCK FINISHED GRADE 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING AS DIRECTED BY ENGINEER. 3. REMOVE CONTAINER AND SCORE OR PRUNE OUTSIDE OF SOIL MASS TO REDIRECT CIRCLING FIBROUS ROOTS AS NECESSARY. 4. SET PLANT ON UNDISTURBED NATIVE SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL AT THE SAME DEPTH (IF PROPER) AS IT WAS GROWN IN THE NURSERY. 5. APPLY WATER TO SETTLE PLANTS AND FILL VOIDS. CONSTRUCT 3" DEPTH WATERING BASIN. 6. WATER THOROUGHLY WITHIN 2 HOURS. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. Revisions Date: Description: By: Date: Description: By: = TREE PLANTING SECTIO 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 ,,l«I- rw, 'Q 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. 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. Drawn By: Checked By: LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST PLAN VIEW = TREE PLANTING SECTIO 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 ,,l«I- rw, 'Q 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. 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. Drawn By: Checked By: LIMITS OF PLANTING HOLE LIMITS OF MULCH LIMITS OF ROOT SYSTEM GUYING SYSTEM POST PLAN VIEW 16050 23rd Avenue North Schoell Madson TI76 46-1600soF78 46.1699 7M Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0106 F 763-241-6351 www.schoellmadson.com 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 I AREA kNT ACCORDING TO 4NTING DETAILS BELOW APPLICABLE "KFILL 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. Steiner Road I DI -Wqatu�MhmM Development, Inc. 36m.(95)473--55650-Fa(752)4 855391 Date: 3/23/06 Sheet Title: Sheet: PRELIMINARY LANDSCAPE DETAILS 2 of SMI Project Number: 60172-089 Project Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN GRADING NOTES: LEGEND 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. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY CONTRACTOR. 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING PAVEMENT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE. 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF BITUMINOUS PAVEMENT SECTIONS. 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET. 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE SMOOTH Sc UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. EROSION CONTROL NOTES: 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 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. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT PERMITS 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 11. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. DENOTES EXISTING CONTOUR - - - - -998- - - - - DENOTES PROPOSED CONTOUR r� j -arc;--- DENOTES BOUNDARY LINE 010 x. r ----- . - - - - - - - - - - - DENOTES DRAINAGE/UTILITY EASEMENT 70001- DENOTES EXISTING STORM SEWER Q Q 1 << DENOTES PROPOSED STORM SEWER .5 x j 4• o �� '\ 0 0 0 0 o fl o o - 1313 01313 013130 D O C} DENOTES EROSION CONTROL SILT FENCE �. DENOTES PROPOSED TIP -OUT GUTTER 1023. o S S 8 / 10 $ 11, ,9 1 DENOTES PROPOSED RETAINING WALLDENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE x 1020-s 0 z tot0.81p00.f34 \ I 1003 0 3. 7 ` _-' x 1at0.5 1.a x 1000-6 10 .3 MATCH EXISTING t•Dox DENOTES PERCENT OF GRADE j CURB I out-- xqz os 19 100 �000 • 0.00 DENOTES DIRECTION OF DRAINAGE FLOW K j �� 0 99 01pP1Ct� x 910.5 DENOTES PROPOSED SPOT ELEVATION 00 3 4 9 DENOTES EXISTING BUILDING PROVI I L DENOTES PROPOSED BUILDING PR C I I I �l 0 a DENOTES EXISTING FES 0 I i 10 20 r 07.8 , DENOTES PROPOSED FES/FES WITH RIPRAP x i I 15 70 , I •1 x 1004.4 190 �s lonMS x II 13 I ❑ DENOTES EXISTING STORM MANHOLE/CB 1 1 PROVIDE INLET 1 g ZS I PROTECTION (0■ DENOTES PROPOSED STORM MANHOLE/CB c t S S S 5 1 f 7 x ^I DENOTES EXISTING BITUMINOUS DENOTES - DENOTES EXISTING CONCRETE I I ee 170 TYPI�RBO�APE 6.56 \` get �1aDAM t99999.9 DENOTES NEW BITUMINOUS PAVEMENT. 1-1/2" Mn/DOT 2331 WEARING COURSE 2-1/2" Mn/DOT 2331 BASE COURSE 8" CL. 5 GRAVEL (100% CRUSHED QUARRY STONE) COMPACTED SUBGRADE OR AS APPROVED BY GEOTECHNICAL ENGINEER EROSION & SEDIMENT CONTROL MAINTENANCE: t. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT. 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX AS DIRECTED BY THE OWNER. Revisions Date: Description: By: Date: Description: By: 0 SCALE n 30 60 IN e rn FEET 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. 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. Scott Hard Date: Reg. No. 13394 Designed By: I Checked By: 0 SCALE n 30 60 IN e rn FEET 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. 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. Scott Hard Date: Reg. No. 13394 Designed By: I Checked By: 15050 23rd Avenue North Schoell Madson T176 46-1600soF7A46-1699 Planning Engineering Surveying 554 Thins Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com Client: Steiner Development. Inc. 3610 Comq Road 101- Wayz4 M amna 55391 Phone: (952) 473-5650 - Fn: (952)473-7058 Project Name/Location: ARBORETUM BUSINESS CENTER CNANNASSEN,MN SS MH SEWER -��RIM-1002 INV-9ae.2 Date: 3/29/06 Sheet Title: Sheet: GRADING PLAN 1 of 3 SMI Project Number: 60172-089 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. WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL COMPLYING WITH THE 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-35 UNLESS NOTED DIFFERENTLY. 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-3250 B WITH CURB BOX OR NEENAH R-1733 WITH TYPE "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. ALL PIPE CONNECTIONS TO EXISTING STORM 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. 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 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 WATER TOWER PLACE 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 MMUTCD, 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. Revisions Date: Description: By: Date: Description: By: I101*111 I101*111 DENOTES BOUNDARY LINE - - - - - - - - - - - DENOTES DRAINAGE/ UTILITY EASEMENT « DENOTES EXISTING STORM SEWER C DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER - - - - - - - - - - - - - -� 0 < DENOTES PROPOSED SANITARY SEWER �oI s < DENOTES EXISTING BUILDING I HYDRANT -JTTT7 DENOTES PROPOSED BUILDING W/6" VALVE _ DRAINAGE & UTILITY � � EASEMENT PER THE I RECORD PLAT OF 0 IN DENOTES EXISTING STORM MANHOLE/ CB ARBORETUM BUSINESS I PARK STH ADDITON ® DENOTES PROPOSED STORM MANHOLE/ CB 91 2 6"-45' BENDS I �v DENOTES PROPOSED FES / FES W/RIPRAP 1)N Q DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE DENOTES PROPOSED HYDRANT CB 4 RIl =1001.13 ►� DENOTES PROPOSED GATE VALVE I V=997.59 -b- DENOTES EXISTING HYDRANT I n `w e 0 30 60 90 SCALE IN FEET 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. 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. Scott Harr! Date: Reg. No. 13394 1 Designed By: Drawn By: Checked By: I CB 2 RIM=1001.18 INW=996.55(N) INV7996.35(SE) I 6"-45' BEND TO (EXISTING 8" STUB-\ io I 0 DRANT W/ VALVE BEND 8"x6" 9r. N 9' u 91' ©I 8" DIP CL52 WATERMAI N - 8" PLUG 8" PIV STUB 5' FROM BUILDING FFE=1003.00 ROOF DRAIN CONNECTION INV=995.80 STUB 5' FROM BUILDING 40'-12" PVC ® 2.00%- CORE DRILL CONNECTION TO EXISTING STMH AT INV=995.00 CBMH 1 RIM=1001.53 1 8"x6" TEE INV=994.55 STUB 5' FROM BU EX 18" PLUG INV.=994.04- 63'-18" RCP EX. 6" PVC STUB ® 1. CONNECT TO EX. STU I AT INV=993.701 I _ NTRACTOR Tb FIELD VERIFY INV RT PRIOR TO CONSTRUCTION MH SEWER 14.60 7.59 INV=992.9 SS fA7 INAM 111A•1 r 15050 23rd Avenue North Sch oe l l M ad so n T 76 46-1600 o f 763-746-1699 Planning Engineering Surveying Elk River, Min et a ota 5330NW, Suits 100 T 763-241-1108 F 763-241.8351 www.schoellmadon.com Steiner 3610 Development, Inc. Mm:(C952)4733--5650- Fix:(952) 447370855391 8"-45' BEND SAW T & REMOVE EXISTING BITU US. REPLACE WITH SAME TION AS REMOVED. /8"-45' IN CONNECT TO EXISTING 8" DIP STUB I sr :CT TO rXISTING STUB Z'9 4.0 TO FIELD VERIFY P IOR TO CONSTRUCT( BA'! Mutt Project Name/Location: ARBORETUM BUSINESS CENTER CHANNASSEN,MN SS MH SEWER -'-{ RIM=1002. INV�988.2 Date: 3/29/06 Sheet Title: Sheet: UTILITY PLAN 2of3 SMI Project Number: 60172-089 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. NMI Q� 1/2"r 6" Distance to i variable w Surmountable Curb do Gutter to be tronsitioned �,, o smalls 'all -spacing into a B618 type at catchbasin. 3"r 1 J2'r Top Bituminous Material w v� m $ `z a /' N a0 ela{I! 3 4" K ft ^ L M Q Steel T Posts 24" in round /- g SP In .ATIONS AND STANDARD DESIGN LOADS catchbasin Frame Qc Grate / - ' o r Zip Ties Neenah R-3290-L or equal q �` e , : ' ^ cl TCu B ZO z w o OV on Note: - .sc ■unuL of sm. coN UCMCN. srN EDMON. ALLOWAaIE Axis W w LND An �N�Gm" WF nu f MF C D1.1 -94. Y3E FAC OR with L Grate �� `�,. i . - �: .. • \ Con Gutter j Z Silt fence per MNDOT - - n y SArETy AND HFIL"1 S7AUBYtGS WAMR FLOW RAZE t1PE FF mm) (� ♦i te" w w Q a N Z X specifications, source 2DDD, - 39 C R 1926 - p$!" MROUGH G.7a7 N, r 3' MeU K Z X o O w > < O W o Ga / machine sliced woven monofilament, 36"wide fastened to " " °�° n" °A 5.°` �• ° 1e' "'°' Z w m g 0< 00 7C- $ P� RO q /r/ U W m �C steel T-Posts with 3(501b) tensile 1v ZW 0o ¢ /J a ' strength plastic zip ties per T-Post. Machine ) C Min. Deem of silt MODEL#CG23 3� �" / b� +/r e r r Top Bituminous Material W 9 2 N N �/ Q_ �� / m ( sliced ��ec Catchbasin to be depressed 2" Yr, t/2'r � a z m Z S < � o� O� O O fence embedment. 3F. below design gutter Tine grade. BIG" m (� j w m w V o Oo�oO� O O�CaO EROSION CONTROL FENCE -TYPE 1 Ga�nroRRUE A 0 s 1 it Concrete Gutter NOTE w� _J N o Y=a w a c O O O rnv o,o1 - ceN1EW or nLm AS'Sa1BLT a�naoz - TOP of CUM BOX �., `�i +r For Use Only with Private Driveways, Parking Lots. or Medians. t j V)$ r M \ �w x FILTER FABRIC 6" MINIMUM DEPTH S O 0 O (�� Note: IB1 rLRl ARBWLV Surmountable Concrete Coro do Gutter ��p�p�/� ISOMETRIC No scale E R w 1a o o r DD LU = xvvi s.z Id � mg < w Nib 00 �QOOQaC,J 213'R o v; Co G4f O Type 2 silt fence is the some as type I with hay bales installed as per detail CURB 2 - I/4-60" Long 12"R 16' T Bituminous Material °p o N 0 o '� =5 z 2" WASHED ROCK V�V� (� (, O Type 2 to be used to protect all wetlands. Rebars Each way r ,. 66"R _ Q �o / "' = w doh W i m z Z o JQF o ',1/2;.:�:•'�r"r;'.; SURIAOUMTABLE �p�aKM 1 18" MINIMUM CUT OFF BERM L tf O ''' + 5 Min. Transitio02 n Top 5' Min. Transition 1/2' 171 /2- 0tZLnXa �. Concrete Curb and Gutter (nF�= L� Zg"i�_ZZ J8 <5vi a2 w��a �o�m TO MINIMIZE RUNOFF FROM SITE m 6' CG-11 wGH- Curbaf Q Z e � U Q Oa ZH- -,;,, Hay or Straw Soles - --- - N W¢¢ o IX Q �inoWi i ^ - •r •: :r •.• HroH-rwW name O q `U.433 mW3Z=) Z� P M <Fp < CO gZF rcMa ZZS r Q�aaa _ Zip Ties '�-;'. B"m'° °"e°e peipo°° ""'"° "" NOTE: Design gutter line grade 2 - 111 LONG 4• 1 1/err w rcm ��_-o ~UNO� N OJN N x OHO NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK ` " Clean filter media after each rain event and replace if filter is clogged with Rebars Each way Frame k Casting mZ LL oho ter¢ u=)ao aa N TO STOP MUD MIGRATION THROUGH ROCK. sediment. CE:BBumirlwe IIfIt�OYt �Nb �sFS ZJa0i._UJ SwF zmW EROSION CONTROL Remove debris/sediment from receptacle after each rain event. ' C�jQl1) %�-/4 -� surface Q' S too Farad waQu xz� Qf� mr-•5 �ca �� n Z FENCE -TYPE 2 No Scale N a CL C. aaw a:(n 0E-vW) 1: u=) a M0 W CITY OF ROCK C0 cos -1 F® CITY OF CHANHASSEN S■ti CITY OF CATCH BASIN SEDIMENT TRAP CITY OF CURB ■ 9F ■r 9F■ ■ ®�� ..®'` CITY OF CHANHASSEN NE CA CURB �. ■ t Az� :��: � CITY OF C8A�8ASSE� 7ME■CA• ■9F ""RANT � A'' : CHANHASSEN �AZC� r�tic� CHANHASSEN CHANHASSEN V� ° A CA C: BASN ..� . .�r� . A��A ..C:� ■ r r 77S:7): 1-98 D;^i: 2=1�7 iY: ^•: ::0.: 530. !?:':.'.'^'i.•."}.2-97, 1-02.I-W.I-0 :X71•: 2=97 ir:M•::o.: 5300 REVISED: DATE: 1-04 PLATE NO.: 5302A N!•:.C.41t7: 1-98 'y.'.!?; 2=97 P:AM: No.: 3108 ;?:•:.'rwFJ: 2-97 �.^.0 2=97 i!;Z7.•: ::0.: 5203 PJt'.'3F.'%'1-00 22-01. 1-02 y„+,g 2-97 i':;^! ::0.: . !•T:If :rw..r. 353_530' 1 �:1i �1'• 393 5300 ,2 FILE NAME: 6T:1' .w' '• 353_3106 :•_,__5203 ai �r"..... - t ...A*`393,004 PL CL PL ®DROP LID wATEn Tyler No. 6860 7,5' Minimum cover required 3 -0" 318' to Face 18' to Face over top of water main. Mueller No. H-10361 for Neenah NOS: NOTE, Bibby -Ste -Croix No. 8-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE -� rbequaling L Grate Shown IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO Wear Course to be 1/2' e S oQ Grade THE SURFACE IS GREATER THAN 8'. 1 NOTE: L grate shown Above Edge of Gutter 3.0% 2.0% �• �'04- j1JJJJI' oPe Face of Curb II'IL'Lrl(j'IJj� LfLjl ltt! a y 1, TOP Tyler No. 6860 26" Adjust top to 3/4" below grade. Box to be set to - o �"a Neenah R3290^L casting and Direction of Flow 1' 1.5 : 1 Mueller No. H-10361 26" provide 12" of adjustment. o o `o grate or equal, 4. Topsoil, Seed do Mulch 1, Sod. Bibby -Ste -Croix No. V13502 27" Compacted �� 2"-MNDOT 2350 MVWE35035B Y- Bac kflll 0 c I " ••++• + +• +• .++•+ + + •+ + + •+•} • + ++ 12 -I 1- ' - IIa o T a «. t I _ �'e Minimum of 2 maximum of 5-2" PLAN B 618 Concrete Curb 2"-MNDOT 2350 MVNW350358 Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + + + + + + + + + + + + Mated + + + + + + + + 6' Pay Depth it -I i- BC I I I I « o H o IS a� .. 6' Conc. collar - concrete adjustment rings with full g beds of mortar. P st concrete or catchbasin costingEXTENSION and grate NeenahT 2 1/2"-MNDOT 2350 MVNW350358 12'-Class 5 A Aggregate Bose, 100% Crushed er No. 58 14" No. 59 18" Gote valve box, screw type, 3 piece, 5 1 4' shaft, size + + } + + + + + �' Increments (typ.) + + + 6" I- -I i- _ I I I „K R ? 2�a m _1 A HDwe adjusting rings. 6" precast reinforced concrete slob. R3290-L or ual 3" radius curb box. Grate to be 2" below gutter grade. 24' MNDOT 3149.28 Select Granular Borrow (See Note 7) No. 60 24" G box, 7'-6 extended, + + + + + + + + + + _ -I _ -III- 5' transition each Mueller No. 58 14" No. 59 20" round boss 6n Pay Depth / / / / / / / / / / - I -r -i i i-i O'SBC i i-1 1 1- Top of barrel section under top slab to have flat top edge sealed with Precast aide catchbasin. Tack Coat - 2357 Tack Coat - 2357 Bibby -Ste -Croix Y- GATE VALVE ADAPTER: 1/4" Increments (Typ.) i i i i � � i i if Re(yuIced (a eeNote 1) Natural Ground � 3 2 beads of Ramnek or equal. f Top of Curb V8520 No. 57 9" VB521 No. 58 14" STEEL WITH PROTECTIVE _ �� Varies All Joints In manhole to have 0" ring rubber gaskets. I Varies VB522 No. 59 20" V8523 No. 60 26' COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN "�c" Denot�a outside 4-0 Typ, Precast concrete section Minimum of 2-2"R maximum of 5-2 6 1/2"� Varies THE GATE VALVE AND GATE VALVE ADAPTER. dame or o pipe NOTES: 1. Doghouses shall be grouted on concrete ad sment rtnge allow with 1/4" 24" x 36" Precast2. 3' minimum L5- 1. Right-cf-Way Required - 60'. Maximum street grade 7.09L BOTTOM Tyler No. 6860 65" Th 5• both the outside and InsideTE:. 2. No block structures are allowed. to1/2" bed of mortar4. between each and a 3" Grout 3. Minimum street rode 0.75% 9 In �aturbed areas. sod soil behind Mueller No. H-10361 65" Bibby -Croix No. VB516 60" Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of Menials Neenah or 6" thick concrete collar on the outside. 5. 2 Rolls eurblaced 6. The bituminous wearing surface shall be placed the next construction )~ -Ste Radiant Wedge Valve the Outside Diameter. steps, m steps equal, 16" o.c., Aluminum steps � 6" season following placement of the bituminous base. 9 Valve and Box to be Conforming to AWWA NOTES: approved. Doghouses shall be 7. A test roll of the prepared subgrade shall be performed by the owner plastic wra ed er P PP p C-515-80 standards 1. A soils Engineer will be required to determine the depth of the pipe foundation a y o ggrouted on both the in the presence of a city inspector. The city has the authority to require BASE section 2.03a with all stainless steel mots & balls. embedment material If needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 6• . 1 r• ' "` alp •• ;::• ri.' Minimum slab thickness, 8" for 14' rnslde and outside. SEc nON additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based upon the result of the test roll. 2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100% �1� ' ' depth. Increase thickness 1" for 14'. passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% a 3/4" sieve and less than 20% passing a NO. 200 sieve. each 4' of depth greater than and reinforce with 6 x6" 10/10 mesh. NOTES: 1. Steps shall be provided in all 2. Casting to be totally encored catch basin/manholes and storm sewer manholes. in concrete curb section. passing Grout bottom of manhole to 1/2 3. No block structures are allowed. 18"X78"XS" concrete block �� 'JrTECT11i/� � diameter at pipe and slope grout 2" toward invert. 4. No wood shims are permitted in the adjusting rings. CITY OF GA `2; VALVE CITY OF -- -- • • �. ` �`��.�� CITY OF P:PE EE�ONQ �C©� ©.�� CITY OF •� u • • CA . C� �AS.:� CITY OF CHANHASSEN s . ©u �B""1"n CATC:: BASNO CITY OF CHANHASSEI� TYP:CAL CID ©��°! :x��T: CHANHASSEN ° , All: •BO CHANHASSEN PxV■C• & A■B■S■ CHANHASSEN CHANHASSEN �/.AX CLc SrFs'�O A��A C �,: Y ■ �bb ■ ■ ■®� .15 . ..©a 2-97,1-03,1-04 a�:: 97 ::a.: ©©a �,;: 2-97 RATE ::a.; 2203 2-97 i>::1::0.: 2202 1-00, 1-03 ).{i;�_�� °:AT' o: 3102 l!r".:SED:1-00,_ 2=97 MM:.: 3� , -03 RP"Pl.i .3935201 2=B7 NA -ENO.;.. 5201 !"': 93 1006 ' :�3932203 '•"':.:'^'_ _<<02 ;F 3933102 ::?:3 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. Scott Ham Date: Reg. No. _ 13394 Designed By: By: Checked By: m Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelirmdson.com Steiner Devela went, Inc. 3610 Casty Road 101- War^ Mimmua 55391 Phone: (952) 473-5650 - Fa: (952) 473-7058 Project Name/Location: ARBORETUM BUSINESS CENTER CNANNASSEN, MN Sheet Title: DETAILS Date: 3/29/06 Sheet: 3of3 SMI Project Number: 60172-089 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. Scott Ham Date: Reg. No. _ 13394 Designed By: By: Checked By: m Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North Plymouth, Minnesota 55447 T 763-746-1600 F 763-746-1699 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoelirmdson.com Steiner Devela went, Inc. 3610 Casty Road 101- War^ Mimmua 55391 Phone: (952) 473-5650 - Fa: (952) 473-7058 Project Name/Location: ARBORETUM BUSINESS CENTER CNANNASSEN, MN Sheet Title: DETAILS Date: 3/29/06 Sheet: 3of3 SMI Project Number: 60172-089 L _ )3Go T=SC 3-COL i k. , .. _ Fria - 2-COL 2-CT - 1-COL 2-COL 2-CT - rul AM 91' �' 1-AM 9jr F 3—BS I..., 2-COL • , :_ 2-CT 5—SDD - 2—HWA - 3—AMC - 2—HWA 3—AMC 5—SDD FFE=1003.00 " 5-SDD 2-HWA - 3-AMC 2-HWA 3-AMC 5-SDD I 5-SDD — 2-HWA 3-AMC 3-AMC r 2-HWA F- 5-SDD it :. •' •: 1—TH is ra ggg 11 I • •' Y i • -Am 3E?PLUG �\ { 1 COL ... ?.. t! 7-SO 1 5-SC �+ -COL 3- OL L .• is t - : 2-SC - - § JCA y ! - - BI-909 T.33 1 it — 59 - _ d ss CATCH NA!9N 3 i 6- Revisions Date: Description: By: Date: Description: By: 4.25.06 CITY REVISIONS I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: Reg. No. Designed By: Drawn By: Checked By: n im e 0 30 60 90 SCALE IN FEET 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. 15050 23rd Avenue North S c h o e I I M a d s o n 11111 TIymouth763-746-1600 sotF 763-746-1699 Planning Engineering Surveying 554 Third Street NW, Suite 100 Elk River, Minnesota 55330 T 763-241-0108 F 763-241-8351 www.schoellmadson.com M PLANT LEGEND SOD -ALL DISTURBED AREAS NOT RECEIVING ROCK 0 OVERSTORY DECIDUOUS TREE MULCH ROCK MULCH IN SHRUB BEDS- DRESSER TRAPP ROCK #817, tX" MODIFIED, GREY/BLACK IN COLOR ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 0 715,483.3216 EVERGREEN TREE 0000 SHRUBS/ PERENNIALS = 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 IN SHRUB BED LOCATIONS, AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, %" 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 DELETERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6. SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. 8. ALL PLANTING BEDS TO BE EDGED WITH MEAL 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. SHREDDED HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL. OWNER TO APPROVE OF MULCH, PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. 11. CONTRACTOR TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 12. CONTRACTOR TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. 13. CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 14. ALL PLANT MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHiI ECT OR OWNER'S REPRESENTATIVE. 15. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF -SITE PER PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. SYSTEM SHALL BE WINTERIZED(BLOWN-OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE TWO-YEAR WARRANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW-OUT VALVES, CONTROLLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. M PLANT SCHEDULE KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 2.5"CAL. B&B FULL, STR. LEADER, TH 13 THORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' SO 7 SWAMP WHITE OAK QUERCUS BICOLOR HA 4 HACKBERRY CELTIS OCCIDENTALIS CT 6 COFFEETREE GYMNOCLADUS DIOICA NO 'V' AM 19 AMUR MAPLE ACER GINNALA 2"CAL. CROTCH Sc 17 SPRING SNOW CRABAPPLE MALUS 'SPRING SNOW' BS 12 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. B&B HWA 20 GROW -LOW FRAGRANT SUMAC RHUS AROMATICA GRO LOW 18" WD, FULL AMC 30 AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' 30" HT. #5 CONT. FORM TO GRADE COL 37 COMMON LILAC SYRINGA VULGARIS SDD 50 STELLA D ORO DAYLILY HEMEROCALLIS 'STELLA D' ORO' #1 CONT. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. Client: Steiner �=1 County Rodl5-Waym9 Mmeota55391Development, Inc. Phone: (952)473-5650-Foot: (2)473-7058 CITY OFCHANHASSEN RECEIVED APR 2 c 2I;iF *VAHASSEN PLANNING UL 3roject Name/Location: ARBORETUM BUSINESS CENTER CHANHASSEN, MN Sheet Title: PRELIMINARY LANDSCAPE PLAN Date: 3/23/06 Sheet: 1 of 2 SMI Project Number: 60172-089 SIGNAGE ' 77 ARBORETUM BUSINESS CENTER Mohagen Hansen ♦T M..� CHANHASSEN, MN Steiner Achifectuml Group,..p Development, Inc. 1115 E bpeb BM 5de IW To M..13116 Ia 95zm.1310 b101. btl 101 Mnu¢ SLnraa. X �N'.^b w YY1 ...nw.gvnsis.mm Pivc �95±i�-}riID-(•(9i'IA.�44 Mo-utM �-N rl-P W IY,s V. n 4 NY�d 3d1I�SGNYI Atl1IMM173Ud �-.'�...� •a>ul �IIaAI opnaQ 19a1.t01(, nl6{NRII j YO,t1MM,9M114 tl317o...I.,.ND '.iY1 WV$ 1r,0�mN1a� w1�9I1O1�l,dNSi',wwww®T19N'tJw19tr9[aL G✓an5 BWIifila3 oSx uosP� N3o smsam :As:cwa xN.x+.Mu�3a ww.x6tnswn.•a ea �.wmw„rod.do.. aN0I8N31I AlCl aDY6. IULL3tl09UY lM9: M>•41YwNH Pxlxx/Wlx�xgl.uv Hxw lM wM.wa�. 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Ol tplJYtlllq.'1 3d N" .1 SH,LON 3dV�SQNV'I � smm9+3aaa /senNxs Q3 Oa 33tl1 N33tlON313 'NISNWSM 'a355380 `3N1 N30N 983S {801L AB tlLLVI 33N11YL131MIaa V a M N .% M a3lllaon .% Llnn NOON dl0] SS3NO -SO dmal a3ss3aa -sa3e emus NI H31nn NOON X3lM N308 aNw3338 10z: 6V3W 03ean15w lr-aa5 330E 9w1gLA0 AtU15a3•G QN3031 INVTd N3NM0 O1 =a ON 1V MYJ]ntl15NOJ WNW a3oYYMl N3HM WW 3H1 3a U a0 dNd3a INNS 3" 'aN19010 3HOS11 53w113na15 031Nna N3H10 80 .WWA 'S31OHNYM 'S3dk 'S MNW 'S3 Ga 'S36M ONION`J Nn T 30 SNMl N31 53W1W1 ]nand l lWlNO3 T S tgLTM 3 31a ONINNtlM 13a. w 3MJ5 1d30'JNINNVId N3SSVHNYf1„ 900Z � Z bdtl 03AI303ki N3SSVHNVHO10A10 ARBORETUM BUSINESS CENTER V9� i!L uRMY MY� ruo.p �a y1x�I p 9ilY rID M iom Irt iw RR.uOF a ® ��¢¢..11pp��a �a 06R.a grunT�¢mml�Oe OMttlwem� I90tlws®O! 9 A1LI Oiwiq.�Y 6 ML+m qr 101t WATER TOWER PLACE 06073.0 SDI CITY SUBMITTAL CHANHASSEN, MN 30 MAR 2006 FOR PUBLIC HEARING HIM Non= coN@U® [c;m;nnrAnoN CIa1f APPROVAL M oRta 0eM'Ni 09 ®rt n wu�.uu v �u .cr'4 CITY OF CHANHASSEN RECEIVED MAR 3 0 2006 CHANHASSEN PANNING DEPT Mohagen ° Hansen Architectural Group vis a w.rc.o eiw 9una xa0 t wr 5 : Mx SSJBI I. 2..1J1BB5 F.. 53.)S1J.0 D STATE HIGHWAY NO. 41 (HAZELTINE BOULEVARD)-- - - --------------------------- ------------- ------� I � � 11 i I i i t � •I I I 1 1.911; v v I i I P I J— — — — — — — — — — — — — — — N � A 06� i�no I I I 3 n I I — — — — — — — — — — —'— — --. — 4 f c> C7 ® e I a a "f aa€ a ¢ g € t Ni I U IV��I ��I iii■lid '�I V ml,�I I,1 ■I I�Iml �i�i■'y I"'I�i �'�■I ° l ■R i IleIL �; ICI gg I�;■�E ,,,■��; j li_ ■l ;�■Ii$, ,, i;i ■i aWs1a+D.�.�w.s ry �Mei. u�l�.if�-aY S T A T E H I G H W A Y N ❑. 4 ( HAZELTINE BOULEVARD > P P C e P P P r P r P P r C C C C P r P P P C r r r C C r r r e e a r s e r e s P r r r r r e s r s r r C C 9 r e e r r t r r e r P r r r r r r r C r r r r r C r r r P P r r r r r r Rr rerrr r c r �r �r rrre e r r r C a r ®r. + e r e r r r r r r r e t P.. r r t r.. r r e P P r r P. .. . .. . .. s sfE. e e e r r r r e C. r .& r� r r�S x} r r r r c r s r s s e e e r `a 'I P r e r v71; r�.. ^pFozZO rm x s� .« I� ..`Ali'"` _��i ��r• r �. 4 �y '=�' .',a.s�y.�v�'=.F--tis3'9�,'. s, IJAJ 4q ^q -- —011 1 g E k - F 91aP€31 E <`. i�� . g SRTi $f A 1 •M 181-1161 " a a If f` 4 g m 2ggg 3 gg g3 2 S 5pga ! 9Ix A lisp IN P All asa 4p C PPP111ap 6 ge 77 Bpi " pp F :� �g§3 � � g��g3f� �� €�a �g3F� �g3i� ■ ` � � �� _ y �€ a�3 � ��a� �� g �� $�� 55� ��p$ !g � 9 $ R 9 • [ap 9 4 f[' ° 3 R° � 8 Pt y3 �t $Rp[9 E j t E � Jill $ 17 dE R pit e�e � R gYgA P� REb �S A - 9 4 " A _ # 4 S q _P jig go All Ifix Ilk A gg ipNo ■ �1 � 4 gg .a i9 gg gg gg gg gg gg gq py pg gg gg gg g§qgg gg gg ggl gg g§ Idol 9 !9 KSjig I Pm �� ryd +fI IRi +Aq !A ds let e..v r..m F9P [i� a C eve, mx, axx;x xm rr•e Ic lit 1 B� �� t�€Iit EFe ISISIS� iF �:y{ iaF SI ,tl to lit tltl *d _ ' 1 i is ,q tt I 4 F C 9 yo .�tl Voy �o I)OV1f P,IaIt. {1 �- t! � it }�ftl {tY lip 41 tx�{� litt'�;I i It � t phOV t iF U P' i �-I VW L� x• (�i {t;t if TNNN s{j}`jtj(t��4=�ik P 1Ir iil a la ' 0 y c [ x.i l� _ •i p Y j a Ai i C p n o 1.io Fa; @ x E lit t� ��iSS d t;o •i - 1� ; 17 r� 1 i c� p ji FE t � efel t ! 11 / � o >o E 5 d i • F i ( C r u x • City of Chanhassen • 7700 Market Boulevard P.O. Box 147 �p Chanhassen, MN 55317 U l�q OF (952) 227-1100 Date: April 3, 2006 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, AICP C) 1, - I li Subject: Request for site plan review for a 25,300 square foot office -showroom -warehouse building on 2.69 acres of land zoned Planned Unit Development located on Lot 1, Block 1, Arboretum Business Park 5'h Addition, 2970 Water Tower Place — Arboretum Business Center. Applicant: Steiner Development Planning Case: 06-16 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 30, 2006. The 60-day review period ends May 29, 2006. 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 May 2, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 21, 2006. 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 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sorint/United) 10. Electric Company (Xcel Enerav or MN Vallev) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife 13. Minnesota Landscape Arboretum 14. 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F AE Ea1W1TOOCIxM1p IOV1 KW 211 PEOPLE {SIWIFO ML9®f ff EYxPE6.5: 127 aORE AREA MAP NEA a Sae i La.k I . ,e„♦�.. e. w NNNta 1 S Cedar Po' 1. : f HTr ♦ amens � j uQlc wvscwz .RxNz11N e 3 'a s i ® ♦ �a Mohagen Hansen Architectural Group 1415 E Wayzata 81A Suite 200 Wayzata MN 55391 Tel 952.473,1985 Fax 952.473,1340 w .moha9enhensen.com Mohagen Hansen Architectural Group 1415 E Wayzata 81A Suite 200 Wayzata MN 55391 Tel 952.473,1985 Fax 952.473,1340 w .moha9enhensen.com li SITE PLAN b b PROPOSED BUILDING 25,300 GSF JG SETBACK WATER TOWER PLACE I I I I I I I I I I I I I SITE DATA Z01I CIASSIrAMM M-Atlf, ffnM/wvuaR F 99I1m1 M9IRIIY 9 PMI R= 6. l0 I Bam+G sEr BAaa maA A''• SEA: (SwEn PARKNIS SEE BAYS mart pro• 90E IsAaEO m'4 PAMNG REQUW BM PNNC MM 11W (OnICE), 11M (lWJP15i) s6NJ S M axle' ORA MaE M• PARIWG CALCULATIONS EANAAA, a,. w 6nY PJ.Spsaxyl W . Il4/.3 RMIi) ` N RWS IIYFIYSL MAX5w - Izw 4 mm 4/im - 10 ACLS xw w (I IAIICI A. 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Poles meet 110 mph sustained winds wxw AC fixtures mounted at 27.5' (25' pole + 2.5' afg base) w/no tilt •ww LPR fixtures mounted at 20' (on the wall) Parking Lot Only Illuminance Values(Fc) Average =1.85 Maximum =5.3 Minimum =0.4 Avg/Min Ratio-4,63 Max/Min Ratio=13.25 •• R U U D LIGHTING 8100.23163000 USA <wwwruud11g1Athg.con> 9DS671.1991 CAN °°`e'328'06 "1 Scbobet Prefect NAµn Loketom EI (.43018J - MEme<In BusFess Ctr 6) - Arb vlk-e. 60326 Alws'032 IlluiwtYn reelAts slum m tMs aantna Gesbn err mud an praJect Porcr.t pyrNea to Md Ll�teq used In cm} V- .Ith IIMeYi test o-ocedv'es canYucW vMer ISMrotorr cvsMtlms. Acetyl prafect cm v-s dff" !rm Mese deslpl Po-tn . mY nFfect fWd malts. TM -u wr N -,mx W. Go- verlfyb cpplFree elth :nY ePPltnMe elec4ksl. oIlI, . FMTCANOLES CALCULATED AT GRADE USM MEAN LUQNS NwPrlc Sew' A'^ b Hl Pro ces LeEH A Nsx Nw A MI K•eMl 1. 1 now I OR, Steiner Development, Inc. ARBORETUM BUSINESS CENTER WATER TOWER PL CHANHASSEN, MN Mohagen Hansen A.chitectufal Glsvp •• F s.e4 i1 N !2(i1M6 I IER9f UATTY Twl MS NMl VEDFoom1 m . wa YRVNeO er a w IAfdD n oRm 9RU,O9R. MnNl l µ A 04, UOaSoo NNYRCf ow IrI " OF M SAM OF Iw1fYITA Tam lovml x w.�ilulUl NA%1! 1W74 M MWRCf 9{Vl R CfflFD M NIIIYJ6 wo owea m Tru aslant rOImIIF,ns1 . WAMuo s«u RUI ,u cwlm uw. sannarc No aMx aS]AID MCIOS. N11uC 6V11p115 6 M ADNaEo oanllElnx Ra 013 1701 qlF NaO:I M.HI[ mdlo SOl nd� DRUM mwll X: IIUA llaa,lL amm n. T. aoN•m4 oaE a,ximm gRR06aa101iO WA']NMYdO%OIYm4 PHOTOMETRIC PLAN CITY SUBMITTAL 14) E1.0 AIN1- n w e 0 30 60 SO SCALE N FEET WARNING THE CONTRACTOt SNAIL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF AL UNDERGROUND DARES CABLES, CONDUITS. P , MANHOLES. VALVES. OR OTHER BURIED SNUCIURES BEFORE DIGGING. HE S REPAIR OR REPIAPE THE ABOVE WHEN DAMAGED WRING COHSIRIICION AT NO COST TO OWNER. PLANT LEGEND OJERSTOY DECIDUOUS TREE I SOD -ALL gSNRBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS- DRESSER TRAPP ROCK #817. M" MODIFIED. GREY/BUCK IN COLOR W DRESSER TRAY' MEN INC.. DRESSER. WISCONSIN. CRWJIEMK TREE 715.HBS.3216 r EVERGREEN TREE 0000 sNNuRs/ PERENNIALS M LANDSCAPE NOTES 1. WBISCAPE CONTRACTOR TO VERPY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CAWNG GOPHER STATE ONE CALL (651-I 0002) PRIOR TO STARING PUNT LOCATIONS. R MEREY ALL LANDSCAPE MPRO'EYENR WITH REMWILS AND STE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF -SIZE 3. PROVIDE A MINIMUM OF ♦" TOPSOIL IN LAWN AAFAS AND 12" TOPSOIL N LANDSCWE BEGS. ADO SOIL AMENDMENTS FOR OPNIIIM FUdO GROW H. a. ALL CISTUR® UNDSGPED AREAS. NOT MpLARD TO HAW ROCK MULCH TO BE 5OWE0. UNLESS NOTED OTHERWST. 5. ROCK MULCH IAFA6: ROCK MULCH TO BE N SHRUB BED LOCATIONS. AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK /617. Yi MODIFIED. GREY/BI/LR M COLOR BY DRIMSER TRAP RINK INC.. DRESSER. WSCONSIN. 715.H3.3216. ROCK MULCH SHALL BE A MINIMUM OF 3' DEPTH OVER FILTER FABRIC, FREE OF ALL DET£TEROUS MATERIAL OWNER TO APPROVE ROCK MULCH. PRIOR TO CON51RUCDON. 6. SMED-AREA& SOD S TO BE PRIMARILY KENTUpO BLUEGRASS. FREE OF IAWR GRABS WEEDS. MATCH INTO EMSTNG. AS APPLICABLE. MOTOR SOD ON SIDLED OR Po1FMlLL EROSION AREAS, CR AS REWIRED. MATCH SOD EDGE FLUSH WITH EYJSTING FINISH GRADE ROLL SOD TO PRONTO SMOOTH GLAD, STAKE AL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED S ESTANUSNED. ]. CONTRACTOR TO VERIFY FIANTS REQUIRED AS REFIECED ON PUN, NOnFY LANDSCAPE ARCNRCT IF PLATE AND SCHEDULE CO NOT MATCH. ALL NANO MATERNAL TO COMI WIN THE LATEST EDITION OF THE AER6VA SVWMRD FOR NURSERY STOCK. AMEAKYN ASSOCAEON OF NURSEYWN. ADD FERTLQER, HERBICIDE. AND PESTICIDE AS NECESSARY FOR OMIUM GROWTH, 6. AL PLANTING BEDS TO BE EDGED WIN META MONG, 3/16-INCH TH" BY 4-INCH HIGH BY 1O-FEET LONG. BY CO -NET, OR APPROVED EQUAL, ANCHORED WITH META SPIKES PER MAIUFACTURESS RECOMMENDATIONS. 9. SHREDDED HARDAWD MULCH SHALL BE AT A MINIMUM A' DEPTH. FREE O AL DELETERIOUS MOTRW.. OMNER TO APPROVE OF MULCH. PRIOR TO CONSTRUCTION. 10. SINGLE TREE PLWRNGS SHAL HAVE A l' OEM SHRETOM IURDWWD MULCH RING AROUND EACH BLS. DECIDUOUS %AlT MATERIAL SHALL NAME A MINIMUM 3DIAMETER A NG. EVQ2GNEEN PLANT MATERIAL S1 NAME A RING TO THE DRIP LINE. I CONTRACTOR TO MAINTAIN AND WATER PLANT WTERML DURING WBTNIATKKI NO FOR A EO ESTABLISHMENT PERIOD, VOLUME OF WATER TO BE FER PLANT REOUIREMEM FOR ESTARLISHIIENf AND NORMAL GROWTH. CONTRACTOR SHAH PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE NSPECTW. 12. CONTRACTOR TO WARRANTY NEW SOD FIR BD DAYS UPON SUBSTANTIAL PROJECT COR IgN. 13. CONTRACTOR SHALL WARRANTY NEW PUNT WTERML FOR FIND YEARS UPoN FROIECT COIRFfOX AND OWNERS ACCEPTANCE AL REPLACEMENTS TU BE PgOVIDED BY THE CONIRI AT W ACCOXI COST TO THE OWNER, 14. AL PLANT MATERIALS SHAL BE INSPECTED ON SITE PRIOR TO RANTING BY LANDSCAPE ARCHOECT OR OWNER'S REPRESENTATAE. 15. EXISTING TREES AND SHRUBS. THROUGHOUT THE PROPERY, SHALL BE MILK, TO REMOME DEAD OR UNDESIRABIE LIMBS AND TO SHAPE PUNT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL- CONTRACTOR TO CIFNR AC, G B E%STING WGETATKIN AND DISPOSE OF AL REMOIALS OF -SITE PQi PROJECT IMPROVEMENTS. 16. PROPERTY SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. GONIWCO R TO PROMDE SHOP DRAWINGS FOR LANDS(ME ARCHITECT APPROAL SYSTEM SHALL W MINTERIZED(BLOWN-RAT) AVER THE FIRST O TONAL SEASON AND SHALL PROVIDE STAMP THE FOLLOWING SPRING, IRRIGATION SHALL HAVE FWO-YEAR WARWNIY ON PAIRS AND UMJR MLLOWNC INSTNIAIIdI APPROVAL BY OWNER, PRWDE BALKFLGW OUNCE. WATER METER. BOOSTER PUMP. BLOW -RAT VALVES. CONTROLLER. RAIN SENSOR, WAIFS, VANE BUSIES, SUFANG. VALVES. ROTORS. SPRAYS. AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. = PLANT SCHEDULE TRY M. COMMON NAME DOTNIICAL NAME 512E RIOT RELMNS TIN 9 THORNLESS HCEri T VAR. INERMIS OIBTiIA TRIACARTH05 'SKYCAi 25'CAl. F1R1. SO ) S.EMF WHITE OAR WERWS BICOLOR B88 STIR. AM 5 AMOUR YARN Amt GIMNALA 2"UL LEADER, NO V IBIS 12 BUCK HILLS SPRUCE FWEA TA v M. BOMB CROTCH NOVA 20 GROW -LOW mucHu NI SUMAC RHOS AROMATIC GRO 18' WD. /5 CODA. FULL AMC 30 AMERICAN CRAIBERRYBUSH LABURNUM TRILOBUM 'BAILEY COW ]U HT. FCPY TO GRADE SOO SO S EUA D CRO EMLY HEMERO LLIS'STELI D' ORO' WHO. QUINn1Es... I. II ... ]UWMMIL ANL'UN IR CONTRACTOR TO NERVY WANTTES SHOWN ON THE MAN. R'NMbTa 14�WNUI+ryI.I9.PW�I�Ws..NW..W0, gM4NMB BY witimmaWi..MW PLWNFSNMRWAL.III n'. D.re: DNA: .Wr...W..WIaI ini"I.n.NaMeFWe.I.r pwm mWI.MSMr ARBORETUM BUSINESS CENTER uyAOB L.vvAIaWm WaWl. r.a..1FMAaMY.M.. q,,,,,,,, Schoell Madson *RINNIHM°° FWWpMW. StelneT Wanniq ErgNwiN BUM19p � BH.1M.Wn NwFiN.I T FIFY.IWA.!® clleaNW Br: 11 1' TmN1aw Fmw.ael WHF�........M..mI �� PRELNBIiARY LANDSCAPE PLAN 1 a 2 �. M9Hb _ .M.W.....� Develo meat, Inc. IM.W..s.WW®. sw R91.m M.ir 601M4039 M WATERING GUIDELINES AVE..WWM OF WATER BLUNT TYPE PER MP 7014 (GL) MACHINE 1Rµ$PLµIEO TREES (J•• CNTPFRi) 50-1W BN1E0 k BURVPPED 20t TREES WE ROOT TREES I53 INN IFD h BURVPPED IGE SHRUBS WE ROUT OR JL CONTAINER SHRUBS WOODY SEFABGS !Y HERBACEOUS GROUNDCCI µ0 # VINES 1) ME WATERING GUIDELINES ASSUME A SOIL CON[NTON MTH ADEQUATE BUT NOT EXCESSIVE OR POUR DRAINAGE. WATERING WOEMNS AND MgUM OF WPUK TION MUST BE VNRD CONSIDERING P MUNG SOIL Ag1SNRE AND WEATHER CONDITIONS PAROUGHOUT THE GROW W SEASON. ADEIXNTE BUT NOT EXCESSIVE SOIL MOISTURE IN ME ROOT ZONE OF NEW P4NIINGS MUST BE "WANED AT NL TIMES THROUpbUT THE GROUND SEASON FOR ME FIRST TWO YFMS FOLLOWING RANTING, WATERING MAY BE REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE CIXHRACTOR. 2) THE CONTRMTOR K A SED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS OF ME CONTRACT ALMOUGH FAILURE TO CORRECT WATER DEFICITS BY SUPRENENTN WATERING OR FAILURE TO COMPENSATE FM EXCESSNE SOIL ATURE NID ORAINIGE PROBLEMS NAY RESULT IN UWLCfl'T PLWO$ UFMBG TO REDUCED OR NO PAYMENT. =SHRUB PLANTING = TREE PLANTING = SLOPED AREA PLANTING r ROLLED STEEL RKT (MI NOJ) OR APPIpFL EKKDNG DRILL BALNR E 31[ COHp1tfR MOIX EMML CN µEA SOR YUCIH PN9,fD I tR" uOmO P0.YPRMTJETE DR PoLYEIXYI➢E (w MI t PMNT G DETNLS m 1/2 " WOE STION'S 14 - uwrs pP PLw�,wc NaE ®A' W _ SENRCTED TO E wT OGIB,E snWA ,s G N[E - \ UWNS OF WILM INQUIRED. ro IS DW;MFIi ME" IS TREE ro EWSf BVIKIMG W/ WP0.p/FD TREE // S � IF IS rt S MRM STMI N 80MON UNp5 OF ROOT SSQEL sTNWG/DMINf mUDI CONTAINER STOCK Y OK MNG W/ a• pwN IRAnI I 1 U ( WIC S,STB, Aw ME .. ME Icp ` 1. SOMFY SIDES µ0 DO TON OF IKKE 19' PUINING 50. \ \ POST DONE IN/ILY.gwVCE NRN BE NOTE: 2. pgpCBLp WAIN WRRECOw PRUNING AS DPECR➢ By EIg . MIX. �� ME V.DMD TREE 1. FXIBNOFD IXGVNgX µp BIf:NF1LL SOL TO A PdN1 p]NNSLOPE EWK i0 dt J REMph CONTAIN. µD SCORE OR RNK OUTSIDE OF SOL hI S TO RENRECT CIRCLING IBRG5 ST./. CETNL FHISNm WOE LOREN IN LTEVATKKI TWN RE BOTTON OF ME ICIF MEC LY BEHGM ME PlNlf ROOTS AS NEC65M". - _ RIXL TMLI( MIRIAP Q d Of RWQ BAIL µ0 REIATh NL PLi1N VIEW TO INSURE ADEDWTE DRUNK IN HEAw SOILS. GRMUM SOL MUST BE ADDED ♦. SET FlANQ OX UYpSlI1RB. 1UTM1E SqL, qi 1,IODgNMY LONPNT. RMNi1LL $OIL AT TIE TIME µ0 MRE. / AS B'LAiQLL IH µFRS OF PCOB WNM.0 SANE DEPM (IF PROPER)µ R WAS GRJµ N TM NURSW(. TIME .0 SOIL OR CWPILI. BfJ(FAL 5. A Y WATER TO SETTLE PLANTS µD ELL N LONSRUR J" OEPpI WATERING flµlN 6. WATER TKROUGIILY'MMN 2 NMNS. NOTE J. %ACE WILH WITHIN M NWRS OF THE SECOND WMUIBIG UM65 SOLE MMSTURE B IXCESSNE STRELL POSTS TO BE NmCI® OR ON. TO RETAIN W WIRM RME OUTSIDE OF ROOT BW MTE RLUB QEGMDLESS OF ORM1X0 sICY£ SECTION REOIIE515 ro SUBSTITUTE RUBBER HOSE AND NM WYUG SYSQFYS Wu NOT IF Amm , II..IWUWFNW Er FI.Ia P.w� N—>. DOHun9a er twnZ ahm: PlofettNamxA- n: ARBORETUM BBUSINESS CENTER�" ""�"'`""""'��'°`"'�"Schoell MadsonSteiner ERWIlM SSH1tmBY: m T16CNUO, K�nSNaM.e,.Development, Inc. RwmW..L�""Rv �'� PRELIMINARY LANDSCAPE DETAILS 11 2 g 2 SMI P,gen NUmDeF. 601724189 1. CONTRACTOR SHALL CONTACT 'GOPHED STATE ONE CNL WITHIN TWO WORKING DAYS PRIM TO EXCAVATION/ CONSIRUCIION, FOR UTILITY L TQNS. TWW CITES METRO MIX 651- 0002 OR TOIL -FREE 1-BOO-252-1166. 2 CONTRACTOR SHALL FIELD YEAIFY THE LOCATIONS AND ELEVATORS OF IXISTING UDUTES AND TOPOGRAPIEC FEATURES PRIOR TO MART OF SITE GRADING. THE CWIMCTOR SWLL IMMEDATELY NOTIFY THE PNUECI ENGINEER OF µT DISCRUMA ES OR VµuTIONS. 3. SUMMLE GRADING MATERIAL 51NLL CONSIST OF NL SOIL ENCOUMEAED ON THE SITE WDH IXCETRION OF TOPSOIL. DEBRIS, ORGANIC IMTERI& AND OTHER UNSTPBIE WTERUT STOCK%LE TOPSOIL µD GRANUUR RIL AT LOCADONS DIRECTED BY CONTRATOR. ♦. SUBGRADE IXGVATION S1MIL BE BACKFILLED IMMEDMTELY M ER UEAMAI ON TO HELP OFFSET ANY STABILM PROBLEMS DUE TO WATER SEEPIDE OR ST SLOPES. WHpI PLACING HEW SURFILE WTERML ADMLENT TO MSDNG PAVEMENT, TK UUVATHN SHALL BE 8 KFHJED PROMMY M AMD UNDERMINING OF THE EXISTRG PAVEMENT. 5. CONMLTOR SIMLL BE RESPONSIBLE FOR NL NORODOM& AND VFRIIW. CONTROL B. WNTRACTOR SHVL IXUVATE IXtWAGE NSNCNES TO FpE4M PIgPOSED STORM SEY.pt ALIGFMERTS, T. GRADES SNGWN µE FINSNED GRADES, COMPACTOR SIWL RO,0, GPADE TO SUBGRADE ELEVATKKI, LEAK STREET REIDY FOR SUBflASE. B. NL EXCESS MATERIAL, BITUMINOUS SUtFACING. CONCRETE DE,% µAL A TONED UTBDY REVS. AND O1 UNSTABLE MATERMLS S BECOME THE PROPERTY OF THE CONTRACTOR AND SMALL BE DISPOSED OFT THE CONSTRUCTOR SNE, 9. COMPLETON OF STE GRADING OPERATIONS SHML RESULT IN P11 AREM BEING GRADED TO PUN SUBGMDE ElEVATKIN'. BUILDING PAD AREAS SHAL BE DETERMINED BY REFERRING TO THE MCHRECTURAL DRAWINGS, THE PMDNG LOT AND DRNLWAY µFRS 5 BE DETERMINED BY REFERRING TO THE SITE PEµ AND PAVEMENT SECTION DEOLLS FOR LOCATION AND UMDS OF BITUMINOUS PAVEMENT SECTIONS. 10. REMELT TO THE ARCNTEO'S SITE RAN FOR MOST CURRENT HORG!w& DIMENSIONS AND SITE AY .. il, REFER TO UTIIEM NUN FOR SNWTMY SFAER µMY. WATER MAN SERVICE LAYOUT AND ELEVATIONS AND CASTNG AND STRUGNRE SCHEOAE 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BULDING yW1 BE 6 WOES IN 10 FEET. 13. RNSHED GROUND AND S00 EI .VON MMLEM TO BUILDING S BE 6- BE10W FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM OF 6' IN 10 FEET BEYDND 10 FEET REFER TO PUN GRFDES. 14. OONRUCTOR S REVONSIBEE FOR GMENG AND SLORNG THE FINISHED GROUND SURFME TO PROMDE SMOOTH k UNFMM SLOPES. WHICH MOMDE POSRME DRM AGE AWAY FROM BIIRDIHGS AND PREVENT PONONG IN LGMM AREAS. CONTACT µCHITECT IF FIELD ADJUSTMENTS TO GRADING PUNS µE REWIRED. IS. CCNRMCFOR IS RESPONSIBLE FOR CONSRUCTION, PAVEMENTS AND CURB AND GUT1EIt WIM SMOOTH UNIFORM SUCKS WHICH NOVICE POSIINE DRMNAGE. COMKT ARCHITECT IF FIELD ADJUSTMENTS ME REQUIRED. 16, INSTIL A MINIMUM OF { INCHES CU55 5 IDGRE(ATE BASE UNDER CURB AND GUTTER. 1, NL KIRYETER SILT FENCE MD ROCK CObTRUCRDN ENIPIRCES SOUL BE NSWLFD PRIOR TO CONSTRCION. z THE NNRGCIOf $OWL CON51RUCf pRANME BA.JCN, PRgR M 41E GRADNG. 3. THE CONTRACTOR SIWL INSTIL UTDH BASIN ER09O1 COTROL MEASURES. ♦. WITHIN TWO WEEKS M W GRADING, NL DISTURBED MF/5 $NIL BE STMIUZED WITH SEED, SOD OR ROCK BASE REFER TO UNDSUPE PUNS FOR MATERVIS. 5. NL EROSION CONTROL MEASURES SEWL BE INST& ED AND MNMNNED IN ACCORDANCE WITH CITY, AND WATERSHED DSTRET PERMITS C THE CONTRACTOR SMWL WJMMN A ERDSiDM CONTROL uF/SUPES. INLYUDNG THE KWIC& OF MJMUUTED SET N FRONT OF SILT EENE:ES WRING THE DEB IION OF THE CONSTRUCTION. ). ANY EXCESS SEDIMENT IN PROPOSED RMSINS SOUL K REARMED BY THE CONIRM , B REMOVE ALL EROSION COMRDL MEASURES AFTER KGETAIKN S EtTTABLrs1ED. 9. ME CONTACTOR SHNL REMOVE NL 501$ MD SEDIMENT IRACNED ONTO EXISMG STREETS AND PAVED MEM. 10. IF BLOWNG OUST BECOMES A NU E, THIE COMRICIOR SMALL APPLY WRIER FROM A TARN TRucK 1O ALL CONSTRUCTOR MFAS 11. SWEEP AOMCEM STREET IN ACCORDµCE WTIH cm REQUIREMENTS. _+ DENOTES EQSING CONTOUR --DUB- - DENOTES PNOPD9D COMOMt DOTDIES BOUNIMY IRE ____ DENOTES NtNNMF/1111LNrc EASEMENT « DEVOTES MISTING SfgN SEWQt �« DENOTES PROPOSED STORM SEWER -IOD0L1OO�FI0D0D DENOTES EROSION CONTROL SILT FENCE �. DENOTES PRDPDSED TIP -OUT GETTER - ' aGVYCGCTO' "a�"O DEMOTES PROPoSm RETALNNG WN. DEMOTES PROPOSED ROCK CORSTRIMTDN ENTRANCE DFRO16 PERCENT DE fAMIE OEROES DIRECTOR UT CHNIUIrE ROW • W1Rs DENOTES PROPOSED SPOT ELEVATON DENOTES EIOSDNG BUI DING O DENOTES PROPOSED BUILDING DENOTES EDSBNG FES . DEPUTES PRDPOSED FES/FES WTM RIMY 0 DENOTES MnNG STDNl MANHOLE/CB DENOTES PROPpBFD STORM MANHOLE/CFI �^'•^^.^■^.^.1 DENOTES [OUSTING BITUMINOUS DENOTES [OUSTING CONCRETE O DEMOTES NEW BIIIIMNDUS PAVEMENT. 1-1/2- Mn/DOT 2331 WEARING COURSE 2-1/2- IN/OUT MI BASE COURSE r 0. 5 GTMKL (100a CRUSHED OUµR' STONE) WIFICIED SUBGPADE OR AS APRMUrID BY CEOTECHNILN ENGINEER EROSION & SEDIMENT CONTROL MAINTENANCE: 1. INSPECT SILT FENCES AFTER EACH MNFAEL µO AT LEAST DMY DURING PROLONGED RWNFN IMMEDMTELY REPNR FNIID OR FNUNG FENCES, 2. RERACEMENT - FABRIC SMALL BE REPLACED PHOMPDY MHEN IT DECOMPOSES OR BECOMES BEFEECME BEFORE THE BARRIER 5 NO LONGER NECESSARY. 3, SEDIMENT REMMN - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER FIGN STORM EVEN. A. µAL SEDIMENT REMMNING IN PULE AFTER 11E SET FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SWLL BE GRADED TO CONFORM IIWH TE IXISING GRIME. REEPMED. AND SEEDED NBI THE IPPBOPMATE SEED MIX M DIRECTED BY THE OONER. WARNING THE CONTRACTOR SMALL CONTACT NL PUBLIC UDUNES FOR UO TALONS OF NL UNDERGROUND TIRES. UBLES. CONDUITS, PIPES, MµHOEES, VALVES. OR OTHER BURIED STRUCTURES BEFORE DIGGING. ME SHNL REDNR OR RERIGE THE MINE WHEN DAMFDED TIMING CCNSITNKTION AT NO COST TO OWNER. Pormw. Deb: �� IINwaNWFWr WYpM.�paaagre.MW 06WVc0 EIY ObW ARBORETUM 8/ nOivlMWe.Mm.MFrl�ItbWXPNY�W1 HYNDa A.sueFM ry,w,M,dmMM„ UM BUSINESS CENTERanWAoe —-��a-•�- D.N B, Schoell Madson �I.I �••••°�- PIWIrtnp EIyTEe:M � g.NW.•-,RI Stein T �'�`-"�'�° eDem•[ HWN RM6 N.. Mal a.eea eT.. 1 „� vim.um.>lmMeme F..m1vN.�. .I.a�`"T'� GOADING PLAN a3Develo meatInc. .Mv.�wa SMI PN{WCI NuN .50122-069 1. REFER TO MCHRTEVS SITE RAN FOR BUILDING AND PARKING Uk G DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSfR11CIpN. THE COMMUCTOR S FIELD VERIFY NL IX4TNG URIRT IOfATp16 ND WWfIi. SIIGWX OR HOi SNOWN. .WY REPORTMICT THE ON RIM NM PLY. CONpIKINS 51441 BE REPORTED TO T1E ONNER MIEDMIFLT. 1 THE ITUII' CONRUCfgt $ MERRY THE LOG1pNS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERACE CDNNECTIONS. A. AL U11LNY WORM Se WE BE PERFORMED IN ACCORDANCE MM THE OFF OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. S. WATERMAN SHAL BE CI -ASS 52 UP CONFORMING TO THE REOUIREMENIS OF ANSI/AMWA CL51/A21.51 AND C104/A21A. f(I1BNG5 SHAL BE CUSS 250 CONFORMING TO THE REQUIREMENTS OF ANS/AWWA C110/A IAO OR ANSI/AWWA C153/A21.53. HYfRUNTS SHAL BE THE PACER AS MWIIFACTJED BY WATERWS CO. OR APPROVED EQUY COMI MTH THE THE GIN' OF CHANHASSEN, GATE VALVES SIVLE W SINGLE DISC TYPE WITH RESILIENT SEAT METTNG THE REWIRENENS OF AMA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS SHAL BE PROnIXD WTM CONCRETE REACRgI BACKING OR MEG, LW. ALL WATERMI 51M11 BE INSEAULED MTH A MINIMUM OF 7.5 00 V AND IN ACCORDANCE MAIM AWA C60O AND CONWCIMIT PROASNTS CONFORMING TO NN51/AWWA C111/A21.11. BEFORE BEING PLACED IN SEIMCE, THE COMPLETE➢ WAIERMAN SHAL BE DISNFECDD AN0 FLUSHED N ACCORDANCE WITH AWWA C651 AND THE IEONREI.IFNIS O THE MINNESOTA DEPARTMENT OF HEALTH, 6. SWRMT SEWER SIWL BE 6' PVG-SDR-M UNLESS; ANTED DIFFERENRY. ME COMWCIOTR SHAL MERRY TYPE OF CONNECTION WRH COY EHG NEERING DEPARTMENT NA COORDINATE A REQUIRED CIV INSPECTIONS NEEDED FOR CITY ACCEPTANCE, T. STORM SEALER SIWL BE REINFORCED CONCRETE PIPE OR MPRUIED EOGL CATCH BASINS SHAL BE PRECAST REINFORCED CONCRETE. CASTING SBNL BE NEEIYN R-32W B WITH CURB BOX OR NEEIWI R-1733 TOTH TOME 'C' GRATE IN THE MIDDLE OF PARKING LDIS. MANHOLES SFMLL BE FOUR FT. DVAETEt PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C479. CASTING SHALL BE NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A I MIMUM OF ♦ ADJUSTMENT RINGS. All PIPE CONNECTIONS TO EXISTING STORM STRUCTURES SHN.L BE'KOR-N-SC OR CI APPROVED EO FOR CONCRETE BLOCK OR BRICK STRUCTURES, COblM1CT AN OPENING EQUAL TO ME PIPE SRE. GROUT MOUND PIPE TO CLOSE OPENING. MO REPAR STRUCTURE TO CITY REQUIREMENTS. 6, LIIILIIY TRENCHES SHALL BE COMPACTED TO 951E SFMOMD PROCTOR WJfIMUM DRY GEMS" (ASTM D598.76 OR MLRO T-99) FROM THE PIK ZONE TO WITHIN THREE FEET OF THE GROUND AWEALE AND 100R STMGRD PROCIOR IN THE UPPER THREE FEET. B. CONNECTION TO THE EXISTING SMITHY SEWER AND WTER REWIRES INSPEC1gN BY THE Ott OF CHAH YN. IM FRLD WJUw ALL G Gs TO MATON FINAL, pYDES. 11. NMRACIOR SINLL CONTACT 'GOPHER STATE ONE CAL' WRNM TWO WORKING DAYS PRIOR TO E%uvATKW/WHSDKICfpN PO, U,M LOCATIONS. MN DUES METRIC MG 651-A5{-00O2 OR TOGA -FREE: 1-BOL 252-1166. 12 CONTRACTOR SHAL NOTIFY THE COY OF CNARNSSEN AB HOURS M ADVANCE OF WORKING M1THM TE ROOM OF WAY CITY INSPECTORS MUST OBSERVE ALL WONT WMF ETFD ON WATER TONER PECE INCUONG REMOVAL W IX6RNG BITUMINOUS PAVEMENT, IXCAVATKkN OF TRENCHES. PULEYp(f OF WATER MNN AND S TUFT R SEWER, U1RM CONNECTIONS TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. CONTR C OR SHALL INSTALL, INSPECT, ANNTNN AND REMOVE THE NECESSAW SIGNACE PER LANE CLOSURES. ALL TRAFFIC CONTROL DFACES AND SIGNING SHNL CONFORM TO THE MMUTCD. INCLUDING FIELD MANUAL FOR TEMPORNRY TRAFFIC CONTROL ZONE LAYWTS, JMUARY I"& WE ELEVEN FOOT MINIMUM WIDTH LANE W EMH DIRECMIN s BE PNOADED AT NL TIMES. 14. THE EXISTING BITUMINOUS PAVEMENT SHAL BE SMWUT IN ACCORDANCE PORN w/POT SPEGF1G1pN5. 15. CON1RN4 `MLL BE RESPpryyM1E FOR OBWNMp THE APPNOPRMTE SEW Et. WATER MO PLUMBING PERNM FROM THE CITYS BINDING DEPARTMENT. 16. GENERAL CONTRACTOR sHALL COODIM" E POOR( WITH All UIIfIY COMPARES. ea, M DEMOTES SOUGH LINE DENOTES CR/JW4/ UFM EASEMENT « DENOTES IXISRNG STERN, SEINES OETNOES PROPOSED STORM SEYIER I Dpg1E5 EINSIING WATERMNN DENOTES PROPOSED WAIERMMN < DENOTES ]DOMING SANITARY SEWER < DENOTES PROPOSED SAWEN[V SEWER �—J DENOTES EXISTING BUILDING DENOTES PRUPOSEO BUILDING i W DENOTES EO(R STORY MANHOLE/ CB W DENOTE PROPOSED SEORIN MANHOLE/ CB ® OEIpE6 NIOPOSRO FES / FTS W/RIPIYP 0 DENOTES EKISEING SMNT R MANKKE DENOTES PROPOSED SAIiIItY IIIHIIOE DENOTES PROPOSED IIYOP.VJf N DENOTES PROPOSED GTE V&W DENOTES IX611NG HYdNNT n d 0 b OO 90 SCIE IN FEET WARNING THE CONTRACTOR SH1 CONTI ALL PUBLIC URUTES FOR LOCATIONS O ALL UNDERGRWHO WIRES, CABLES, CONDUITS. PIPES, MANHOLES, VALVES, ON OTHER BURIED STRUCTURES B60RE DIGGING. HE S141L REPAR ON REPLACE THE PHOE WHEN N DIED WRING CONSTRUCTION AT NO COST TO OWNER. 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CB��SS� CBA18A55E1 V C CAUBASSEI C8A18A55E1 �ir�axo�sa CBd18ASS11 CBAIBASSEI STREET T S_CT:o\ L\87ALLAT:O\ RCA & 37 2 D7 ": �.°: YY08 `.a "Y 2-07 °:': ::", 2Y02 �_a-.:, '�. ` 2.07 ...rza YWAY rn.�.. �. of za, Y-07 Ytx:a YWAY. .>e. ,.. ,b >...,, _ 01 Y-Y7 ..-: Y.. 620: ROYWo,ar By 11rY0xu1/,'RaRl.orl..os..eb11.>w. 0®g1m 9v: ,Jmozw M..Xwn `' RlyM wnmM1m4w,: 0.*Z0/06 W-�- ��MI.R�� 8 schoell Madson �a �� ARBORETUM BUSINESS CENTER u¢zrLYaaY.waneraYYY�w w,mm ey ,Jm.rw,eop Fz1.r.xlw auwuLemgw NYa NYX.1.1N Steiner W¢WNW11 Pnmg E1p1RaY6 61nWY¢q sneer Tnle: SNrc �r �WWS TW R7: m g Development Inc. W �m_b,�m_ a ,ip.xLigG F1 1�1 �bgrl W.vp..Y_59i DETAILS 3 3 SMI Pnyxt NaMet: R01n-0B9 Steiner Development, Inc. Todd A. Johnson Vice President - Development 3610 County Road 101 Bus: (952) 473-5650 Wayzata. MN 55391 Direct: (952) 475-5113 Cell: 612-7597743 Fax: (952) 473-7058 tjohnson@steinerdevelopmentoom Steiner Development, Inc. Joseph A. Smith Mice President - Sales & Leasing 3610 county Road 101 Wayzata MN 55391 Direct: (952) 475-5122 jsmM@steinerdevelopmentcom Bus: (952) 473-5650 % w steinerde rlopment mm Fax: (962) 473-7058 STEINER DEVELOPMENT, INC. DATE INVOICE NO. DESCRIPTION INVOICE AMOUNT DEDUCTION BALANCE 3-23-06 032306 990 SitePlanReview/ABP6 1003.00 .00 1003.00 CHECK DATE I 3-23-06 CHECK I NUMBER 51717 TOTALS 1003.00 .00 1003.00 r Non4k annable Item 0 -Fokler Number 2- l Folder Name *Orel�m Job l�u *w �229 Box Number