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CAS-27_CHANHASSEN WEST BUSINESS PARKCarver County Abstract & Title Co., Inc. - Since 1959 - Sandy Glieden Closer Phone: 952-448-5570 • Fax: 952-448-5155 411 Chestnut Street • Box 106 • Chaska. MN S5318 Proposed Vacation I Area l 18) This map is neither a legally recorded map nor a survey and is not intended to be used as one. TNs nmp is a mnpilation of recmis, infomption and data located in various city, county, state and federal offices and other sources regarding the area shorn, and is to be used for reference oemses only. The Qty does not warrars that hie Geographic Infornetion System (GIS) Data used to prepare this map are error free, and hie City does not represent that the GIS Data can he used for navigational, tracking or any other pumose repairing exacting measurement of distance or direction or precision in hie depcuon of geographic features. If errs or discrepancies are found Please contact 952-227-1100, The preceding disclaimer is provided pursuant to hinuesota Statutes §466.03, Subd. 21 (20(10), and the user of this map acknoMedges that hie City shall not be liade for any damages, and etpressly waives all Gans, and agrees to defend. indenmify, and hold harniess the City from any and all claims brought by User, its eopioyees or agents, or third parties which arse out of the users access or use of data provided. CITY OF CWHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.d.chanhassen. mn.us Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monday, August 14, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planning Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: 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 Mayor will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the ro'ect. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villager on July 27, 2006. Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Matthew K. Brokl' John F. Kelly Soren M. Mattick Henry A. Schaeffer, III Alina Schwartz Craig R. McDowell Marguerite M. McCarror • Also Licensed in Wisconsin 1380 Corporate Center CUT Suite 317 • Fagan, MN 5512 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mailAddress: snelson@ck-l".com October 17, 2006 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN — RECORDATION OF DOCUMENTS ➢ Resolution 2006-58- Vacating Drainage & Utility Easements Lots 1, 2 & 3, Block 1, Chanhassen West Business Park, Planning Case File No. 06-27 Dear Jean: Enclosed for the City's files please find Resolution 2006-58 which was recorded with the Carver County Recorder's office on September 14, 2006 as Document No. A449761. Regards, CAMPBELL KNUTSON Professional Association Susan R. Nelson, Legal sistant SRN:ms Enclosure CITY OF CH"HASSEN SCANNED OCT 1 3 2006 ENGINEERING DEPT. s • Document No. • OFFICE OF THE A 4 4 97 61 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 46.00 Check#-16275 Certified Recorded on 09-14-20M at 034AM449t61 Cad nso CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2006-58 entitled, "A Resolution Vacating Drainage & Utility Easements Lots 1, 2 & 3, Block 1, Chanhassen West Business Park, Planning Case File No. 06- 27" with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 26th day of July, 2006. Karc4 J. Engel ar t, Depu Jerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: August 14, 2006 RESOLUTION NO: 2006-58 MOTION BY: Peterson SECONDED BY: Tiornhom A RESOLUTION VACATING DRAINAGE & UTILITY EASEMENTS LOTS 1, 2 & 3, BLOCK 1, CHANHASSEN WEST BUSINESS PARK PLANNING CASE FILE NO.06-27 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Pack; and WHEREAS, the Chanhassen West Business Park plat was approved by the City Council on September 29, 2005. WHEREAS, the existing right-of-way was granted to the City as part of the Chanhassen West Business Park plat; and NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Park as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this le day of August, 2006. ATTES . Todd Gerhardt, City Manager Thomas A. Furlong, Mayor YES NO ABSENT Furlong None None Lundquist Peterson Tjornhom ' o '.RC"ER'S 5 4. 13 2 ' F;IOG� „DDM 141 SE9-- E . N3.e— I w I I I I I • y •� I I i I �n I s I 9� F.F.E�9s3 II I b 1 I 1 n I I I I I I / I I I • 1i I s •; 111 j 'A� 1 ��\ ?•�� !� �� ems. A l� O Ft LOT INFOIi"mm �L➢OTdC, Lot Y ROfN V a,l]T Sr. / Lea tt Lm z RMT.I: 21Yem see M $A IT11, RIX}I 1: Y[1Nl e.l. / 1.0 M . Lpi Y eLM 1:IOTA INl A] Sr. / I.11 M VdX� GfP VR?NT[R LLC e+n 9uFx Rw c:uxx].aRx, 9x evn O Us]1 oo-nv e1N w.aLa MP, lP] pINM+55p W1 ee]M (Ve3) Ml-m]I CITY OF August 30, 2006 7700 Market Boulevard Mr. Mark Undestad PBox Eden Trace Corporation � Chanhassen, MNN 55317 8156 Mallory Court Administration Chanhassen, MN 55317 Phone: 952.227.1100 Fax: 952 227.1110 Re: Easement Vacation Approval — Planning Case File No. 06-27 Building Inspections Phone: 952.227.1180 Dear Mr. Undestad: Fax: 952,227.1190 Engineering This letter is to confirm that on August 14, 2006, the Chanhassen City Council Phone:952,227.1160 approved a resolution vacating the drainage and utility easements on Lots 1, 2 & Fax: 952.227,1170 3, Block 1, Chanhassen West Business Park. In order to finalize the vacation, the Finance Council resolution must be recorded at Carver County. Phone: 952.227.1140 Fax: 952227.1110 If you have any questions, please contact me at (952) 227-1164. Park & Recreation Phone:952.227.1120 Sincerely, Fax: 952.227.1110 Recreation Center CITY OF CHANHASSEN 2310 Coulter Boulevard Phone. 22 400 Fax:52.227.1404 Planning & Natural Resources Alyson Fauske, P.E. Phone:952.227.1130 Assistant City Engineer Fax 952,227.1110 Public Works Attachment: Certified copy of resolution. 1591 Park Road Phone: 952 227,1300 c: Dan Reiner, Engineering Tech III Fax: 952,227.1310 Paul Oehme, Public Works Director/City Engineer Senior center Bob Generous, Senior Planner Phone: 952,227.1125 Fax: 952.227,1110 Web Site www.d ohanhassennn.us The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. CERTIFICATION STATE OF NUNNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2006-58 entitled, "A Resolution Vacating Drainage & Utility Easements Lots 1, 2 & 3, Block 1, Chanhassen West Business Park, Planning Case File No. 06- 27" with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 26th day of July, 2006. 4KJ. En4t, Depu lerk SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, NIINNESOTA DATE: August 14, 2006 RESOLUTION NO: 2006-58 MOTION BY: Peterson SECONDED BY: Tiornhom A RESOLUTION VACATING DRAINAGE & UTILITY EASEMENTS LOTS 1, 2 & 3, BLOCK 1, CHANHASSEN WEST BUSINESS PARK PLANNING CASE FILE NO.06-27 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Park; and WHEREAS, the Chanhassen West Business Park plat was approved by the City Council on September 29, 2005. WHEREAS, the existing right-of-way was granted to the City as part of the Chanhassen West Business Park plat; and NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Park as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this le day of August, 2006. ATTES . =zk c--- I L�jor T d Gerhardt, City Manager Thomas A. Furlong, M YES NO ABSENT Furlong None None Lundquist Peterson Tjornhom 3 I 2 .I f� A In I I « e I----- a OOUWMAI I ® ARCHITECT! L aFU � S*cAoelµlMadaMm- m 3 OT INFQRMATM L.T,.i m.an sn / isv AC EpEN Lor a. aLC ! ]a].XU ss. / f.vx I.0 `TRACE roru aLs] x]. / 1a.n w ns nuLSN mm IA�T 1. R%% 1: ]31M] SI: / ]. M, w OwY 4 w bM] L.T s M.ttN 1: 11"fm. &I, / see w - lyp yi�ay °Lcuwnx nnmm�ss. ue eno O K &w awe: Lwr cx.wxzsaan: w svn awn s �, tau (mz) no-vef pk,40PFA � 11M TUtt 0. 1150 NILLLP1CW :nle1 NYC! Y pIHMNslFM. NN 113n Pn) am -mu twa�� PRELIMINARY PLAT a 0 FAX COVER SHEET Ltl i OF Date: 8/30/06 Company: EdenTrace 7700 Market Blvd. Attention: Mark Undestad P.O. Box 147 Chanhassen, MN 55317 Fax Number: 952-361-0723 General Phone: 952-227-1100 Sent By: Alyson Morris, Assistant City Engineer Administrative Fax: 952-227-1110 Bldg/Inspections Fa . 952-227-1190 Direct Dial No: 952-227-1164 Engineering Fax. 952-227-1170 Park/Recreation Fax: 952-227-1110 Planning Fax: 952-227-1110 Sending 5 pages, including cover page. Public Works Fax: 952-227-1310 Recreation Center Fax: 952-227-1404 ❑ Please find the information you requested Web Address: www.ci.chanhassen.nui.us ❑ Please review and call me ❑ Please call to confirm receipt of this fax If you do not receive all pages, or are experiencing other problems in transmission, please call the sender at his or her direct dial number. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Campbell Knutson PA 1380 Corporate Center Curve 317 Eagandale Office Center Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OTRANSMITTAL JOB NO. 8/28/06 Sue Nelson M Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ _ COPIES DATE NO. DESCRIPTION 1 8/14/06 2006-60 Certified Vacation Resolution - 6541 & 6561 Minnewashta Pk 1 8/14/06 2006-59 Certified Vacation Resolution - Lots 29-31, Blk 1, Red Cedar Point 1 8/14/06 2006-58 Certified Vacation Resolution - Lots 1-3, Blk 1, Chan West Bus Park THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints REMARKS COPYTO: �� \ SIGNE � ' Jean Steckling, (952) 227- 62 SCANNED If enclosures are not as noted, kindly notify us at once. CERTIFICATION STATE OF MMESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2006-58 entitled, "A Resolution Vacating Drainage & Utility Easements Lots 1, 2 & 3, Block 1, Chanhassen West Business Park, Planning Case File No. 06- 27" with the original copy now on file in my office and have found the same to be a true and correct copy thereof. Witness my hand and official seal at Chanhassen, Minnesota, this 26th day of July, 2006. K J. Engel ar t, Deput Jerk SCANNED ♦. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: August 14, 2006 RESOLUTION NO: 2006-58 MOTION BY: Peterson SECONDED BY: Tiornhom A RESOLUTION VACATING DRAINAGE & UTHdTY EASEMENTS LOTS 1, 2 & 3, BLOCK 1, CHANHASSEN WEST BUSINESS PARK PLANNING CASE FILE NO.06-27 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Park; and WHEREAS, the Chanhassen West Business Park plat was approved by the City Council on September 29, 2005. WHEREAS, the existing right-of-way was granted to the City as part of the Chanhassen West Business Park plat; and NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements on Lots 1, 2 and 3, Block 1, Chanhassen West Business Park as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this le day of August, 2006. 7. (Z-- _� Todd Gerhardt, City Manager Thomas A. Furlong, Mayor YES Furlong Lundquist Peterson Tjornhom NO ABSENT None None 5 j 4 3 i, z j 1 i I S8915'5'E - NY.S{ r�l '1 i un 3 s. I to [TF.F.E.-963 'j I I Iv i v LOT INFORMATON Lpni6G. hKM I: Mm 11 mr A eEaa'a: sszeoo sr. / s!z Ac RE.T4 A. ].lSl , MR PRox s MG ..1NXAs53N XX !e]1] (v59 A]a-1]ee OE .MALE IICA R.I. $1$. BISe Y.LLLd11 LdIRi MAXMASSFN. MN 55505 (B131 551 -0]33 t Mw J 1 1 ,1• 11 IG � S 1 7 S V'�] ``\\\ 1+ •-j; ( irr.l� � 5"r'r'elfe ,PM �t �1 O \ a0 r �IUn1 0 City Council Meeting - August 14, 2006 i. Resolution #2006-54: Water Treatment Plant, Project 04-08: Approve Change Order No. 2 for Wells 2, 5 and 6. j. Resolution #2006-55: Water Treatment Plant, Project 04-08-5: Approve Quotes for Security Contract. k. Resolution #2006-56: Approve Resolution Creating a Land Use Study Area at the Southwest Corner of Powers Boulevard and Lyman Boulevard. Accept Resignation of Councilman Steve Labatt. in. Resolution #2006-57: TH 212 Project 03-09: Approve Change Order for Turn Lane on Powers Boulevard. All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: None. PUBLIC HEARING: WAYTEK, INC., 2440 GALPIN COURT (CHANHASSEN WEST BUSINESS PARK), APPLICANT. EDEN TRACE CORPORATION: A. CONSIDER VACATION OF DRAINAGE & UTILITY EASEMENT. B. REQUEST FOR SITE PLAN REVHsW APPROVAL FOR A 100,000 Public Present: Name Address Kelly Morlock 2325 Boulder Road Joel Lehrke 2329 Boulder Road Kate Aanenson: Thank you Mayor. ...related to the next item. This is the vacation of the utility easement and precipitated by the request for the subdivision... The subject site for Chan West Business Park is requesting a larger lot than was originally anticipated for the development. Subject site located off of Galpin Boulevard, just north of Lyman. It's this lot. This one here, so the current utilities, this was the original configuration of the lot, Lot 1... The current utilities and drainage easement runs through the middle of Lot 1. So with the reconfiguration of the subdivision, which can be done administratively, because you're not creating a new lot, you're just rearranging lot lines, will put... so this request before you is just to vacate the existing utility and drainage easement. The appropriate documentation is attached in the staff report and the staff is recommending approval. VA00 3 City Council Meeting - August 14, 2006 • Mayor Furlong: Okay. Now, I guess the question here is there may be some public comment or there are a lot of other issues we're going to talk about with regard to the site plan approval. Right now do you want us to address the vacation? Kate Aanenson: Whatever you're comfortable... if you want to hold that off, or whatever you're comfortable with. Mayor Furlong: Okay. Kate Aanenson: I can go right into the site plan. Mayor Furlong: Why don't we go into the overall project and then we'll be sure, just remind me that we don't miss the public hearing on the vacation of the easements. Kate Aanenson: rll rely on the City Engineer to help me remember. Mayor Furlong: Thank you. And part of the reason for doing that is you said the moving of the lot lines is administrative. That's just an administrative function. Kate Aanenson: As I mentioned before, there are 2 or 3 lots that could be ... in this existing area. The applicant proposed a larger lot so the subdivision itself... So what the applicant's asking for is 110,000 square foot building. It says 2 stories but that's actually been ... on 7.4 acres of property. The history of this is the property is guided office industrial for a number of years and the applicant... development but staff is recommending doing a PUD so... Another thing we did when we put together the PUD is increase the standards for the design ... that would be in place for the office industrial. Specifically there was concern from the resident on the Trotters Ridge... The overall square footage for the entire industrial park hasn't changed... So the Planning Commission held a public hearing on this specific site plan on July 18th. They did recommend approval... One of the conditions that was added by the staff and the neighbors on that north side, they asked us to evaluate, would be condition number 11. We talked about breaks in windows based on the height, and they didn't want that as... so we're actually going to ask the applicant to do something architecturally... That is not reflected in your conditions of approval, so if you were to turn to your staff report on page 9 of 12, condition 11. We had added based on the Planning Commission... that high overhead windows be added on that northern elevation. We'd like that changed to architectural ... be added on that northern elevation so... So again there's loading docks on this side ... One of the other issues that was addressed at the Planning Commission in this site plan ... the trees that we saved in that one outlot, there was some concern about the canopy... so that actually, if you look on the other side of the plan has been removed so those trees will be preserved. That is a parking, there's proof of parking, if they ever need they can go back and at this point it doesn't look like that will be necessary. So with that and architectural standards... look of the building itself. A lot of architectural relief. This does meet the standards that was put in place for that industrial park. This is... There will be the concrete. There will also be the copper window elements and then the burnish block... so again, giving architectural relief on the building. So in your staff 0 4 'Ma°ae City Council Meeting - August 14, 2006 report we went through the architectural detailing of the building itself, and that's... standards. And as the Planning Commission did concur with that. The building has downcast lighting, and that was one of the issues that we talked about regarding lighting, and ... security lighting and then... So with that, the one condition that number 11 is worded to modify the ... staff and the Planning Commission did recommend approval... Mayor Furlong: Okay. Great. Kate Aanenson: Any questions that you have. Mayor Furlong: Any questions for staff? Couple. With regard to lighting, you mentioned that. Will there be the down lighting for security purposes around the entire perimeter of the building? Kate Aanenson: The majority of the lighting, there are entrances on both sides. There will be lighting. There is a change in grade but I think with that. Mayor Furlong: Where the road is higher than the. Kate Aanenson: Correct. I don't think there should be a lot of spill going that way, and based on the photometrics ... that shouldn't be an issue. Mayor Furlong: Okay. And I guess the question, I know this was an issue for residents on the north side of the building. Will there be lighting there? Kate Aanenson: No. There ... on the back. And the other issue that was addressed too is they're increasing the wing wall for that... Mayor Furlong: Okay, and for security purposes, is the lack of lighting there even minimum lighting, is that? Kate Aanenson: Well you've got lighting on this side here, so I think that, and then with the entrance ... I think if you recall when we went through the PUD standards there was a question that was raised on whether we'd look at any lighting at all here... and we felt it was appropriate that that would be, appropriate lighting... at the Planning Commission the applicant talked about ... the use of the building. Hours of operation. It seemed pretty typical. Not much ... with the higher cost and... Mayor Furlong: Well and clearly wherever there's entrances, it sounds like there's security lighting. I'm not advocating lighting that's going to negatively affect the neighbors to the north. I guess the only question I raise, even though there are no windows there now, it looks like that's coming out, is whether or not some sort of lighting to avoid kids loitering in dark areas or something like that. If there's anything that will be there to. Kate Aanenson: Right, and that's why we keep... City Council Meeting - August 14, 2006 Mayor Furlong: Okay. And then the berming I know is also an issue. You commented a little bit about that but, has that been. Kate Aanenson: Yes, at the Planning Commission we asked that that issue be resolved before it came before you. Make sure that a definitive, what the expectation was. The applicant has met with them and to satisfaction of... Mayor Furlong: Okay. Thank you. Any other questions for staff at this time? Councilman Lundquist: Kate on this proposed usage here, what's the primary traffic flow in generated? Is it a retail outlet in and out kind of thing? Kate Aanenson: No, it's office. It'd be pretty typical what we have for the office showroom. Kind of office warehouse. Pretty typical... Mayor Furlong: Okay. Anything else at this point? If not, the applicant's here. Is there anything you'd like to address to the council or comments to make? Ben Merriman: I'd be happy to answer any questions you might have and also I have the owners of Waytek here and they'd be happy to answer any questions for the council. Mayor Furlong: Thank you. Any questions at all for the applicant or for the owners of the property? Or the business. Okay. Good. What rd like to do then at this point is, officially open the public hearing with regard to the vacation of the easements, because of the lot line change and invite any interested parties on that particular issue to come forward and comment. And if there are others that would like to comment on something because of the change between the Planning Commission and now, well take up in a few minutes so at this point I'd like to just limit discussion to the official public hearing which we have to have by law with regard to the vacation of the drainage and utility easements. Any interested parties, please come forward at this time. State your name and address. Kelly Morlock: Just I may have two things Mayor Furlong: This is only on item 2. Kelly Morlock: Yes sir. Mayor Furlong: Thank you. Because we have some other ones so this is only on item 2(a) at this point, thank you. If not then well close the public hearing on item number 2(a) and now would invite, and the public hearing for this project, as with all projects, did occur at the Planning Commission. That's where it's appropriate for that but sometimes there are changes between Planning Commission and the council meeting, which did occur here because of the comments made at the Planning Commission, and that's part of the process, but if there is a desire by anybody to make public comment to the council based upon those changes, I would certainly invite you to come forward now. We have City Council Meeting - August 14, 2006 all received copies of the Planning Commission minutes and had a chance to read those so there's no need to repeat that information, but if there's other information that you need us to be aware of, we'd certainly like to hear it at this time. Sir. Kelly Morlock: My name's Kelly Morlock. I live at 2325 Boulder Road in the Stone Creek Addition. I've got a number of different issues regarding this project, dating back to the beginning if I could. A lot of people are really pleased with this project, they're really happy about this project. Most of them don't live in Trotters Ridge and most of them don't live in Stone Creek. The developer is on the Planning Commission and yes, he does remove himself from the meetings but there's still an underlying influence there that I think that there is. Even though it appears that during the Planning Commission meeting, even though Kurt Papke thought that there was 150 foot barrier from the north, there was only 100 foot. The original plan was only approved on a 3 to 2 vote. It was tabled at council and then it was questionably passed back in August of 2005. ...Planning Commission meetings minutes and the council meeting minutes. Recently a homeowner came to the city for a permit for a patio. They were told they didn't need a permit. They hired a contractor to build a patio and they went in for a permit and the contractor was told he didn't need a permit, so they built the patio. Well the patio changed in our impervious surface percentage. They asked for a variance of less than 5%. They were denied and they had to remove the patio, or about 25% of their... They never asked if they would need to be in compliance with the hard surface percentage or 25%. The homeowner didn't know but his contractor should have known the zoning. Mayor Furlong: Sir. Sir. I'm sorry, this is relating to this site plan approval? Kelly Morlock: Yes. I'll get back to it. Mayor Furlong: As quickly as you can then please. Kelly Morlock: Okay. I just need a few minutes. 5-10 minutes. I have... Mayor Furlong: 5 would be fine, thank you. Kelly Morlock: There's another story about a sport court. There's too much hard surface percentage and they must comply as well. Once again the contractor should have known. This is at the expense of the owners. And then there's another story going on right now about a gazebo and a fire pit up against the wetland conservation easement, but right now they haven't come to the end of that story. The developer knew a lot of things and it was stated at the commission or the council meeting that we as homeowners ask questions to get the results we want to hear. Do we need a permit for a patio? Well yeah, how much is my impervious surface percentage? We should know better or a contractor should know better. The developer ... to get results that they want. They know better. We have a number of issues and concerns with this project. We all know ... I'm not saying it's going to go away. We accept that and it does have a direct impact on us. But we just don't want this to be rubber stamped. It's going between two neighborhoods and once again they should know. Let me give you a little history on what we have seen and 7 City Council Meeting - August 14, 2006 experienced. One of our biggest concerns at the beginning and it was brought up at council and at planning and by every one of the people at Stone Creek and Trotters was traffic and safety. We asked many times to pursue an access out of Lyman. You're probably all familiar with that. We were told by the developer and then the Planning Commission and City Council that the County said no. There were traffic studies and conversations and meetings and requests and they just won't change. We should have known better. Here's what happened. At the July 19, 2005, the planning meeting last July, Dan Keefe asked about the access to Lyman. Staff said they had conversations with Bill Weckman, who was I believe the Carver County Public Works Director. Mr. Weckman said ... the County prefers the access to be at Galpin. Staff said another reason was the standards where access... The access to Lyman didn't meet the standards. Asked if Galpin met the standard, the question, the answer was no but it's a lesser of two evils. Staff used the SRF 2020 comp plan, I don't know what that is... Staff also said they would ask the County Engineer what his thoughts are regarding a signal at Lyman and Galpin. Planning Commission didn't think trucks mixing with residential seemed very logical. At the same planning commission the developer said they looked at two access points and the County requested Galpin. Both were considered, but the developers said they knew what was going to happen. At the City Council meeting on August 8a` of 2005, it was asked if the design was presented to the county staff or just a verbal conversation. The developer said it was just a verbal conversation. There was no maps. There was no plans. He should have known. The developer didn't want any access off Lyman because they would have had to move a pond they had. They used trees as a hostage by moving them to Outlot C if we didn't have that access. Council requested staff to revisit the access to Lyman with the County. Lyman and Carver are both county jurisdictions. It was tabled until August 22°d. When staff approached the county on the issue, the County requested a traffic study. The applicant or the developer is the one who hired the traffic study to look at this particular development and right-inhight-out issue of Lyman. We should have known. They did another vehicle count in August. The numbers might be a little high because of postal activity we were told. So this study was done in August, not during the school year so there's no mention of traffic due to the Bluff Creek school, the proposed high school, Lifetime Fitness, school bus traffic for the neighborhoods and other schools, parents, teachers, students driving, ball games, activities before and after school, pedestrians, bikes, the proposed use of the business park. There was no mention of a possible traffic light to connect the property south of Galpin, which could be developed. The stop light will eliminate the need for an acceleration lane that would interrupt the right-inhight-out. The apartments at 41 and Hazeltine Boulevard have a stop light, and they have two access points, so it can be done with the County. Based on the study provided, the County was not supportive but if the council was to choose to pursue it, they would have significant impacts. The right questions weren't asked. We believe that the developer should have known. Now about the building we're dealing with... the PUD was to have 8 lots with mid sized buildings in the 40 to 50,000 square foot range. Lifetime is considered a large building in an industrial area. At the July 19d'' 2005 Planning Commission meeting, the commission wanted Building 6 to be smaller than originally proposed to transition with the neighborhoods, Stone Creek and Trotters Ridge. Well now, at 110,000 square feet, this building is ... the original PUD lot size. It's like putting a Wal-Mart between two 0 r City Council Meeting - August 14, 2006 neighborhoods, and even Wal-Mart doesn't do that. It's twice the size of the Byerly's. It's 9,000 square feet. Less than Costco, Cub store. Lifetime is 109,000 square feet on two floors. Over half the size of the new, this is over half the size of the new Wal-Mart superstores. The building itself is not to exceed 30 feet. It's at 30 feet 2 inches. They should have known. You were talking about a sight line from Trotters. You can kind of see it here. This bottom line is from the edge of the lot I believe ... I believe it's from the edge of the lot looking up to the top of the building. If you go to the side of the house where the walkout is, this red line here, a 6 foot person, that's their sight line. Then if you're standing on the deck over on the main floor, which is where their quality of life is, that's their sight line. It's a little different. Now is their quality of life... I don't know. Is this an undue hardship? I don't know. There's not a lot of similar buildings within 100 feet. From this, the same people up north, this is what they'll look like. The neighbors up north in Trotters Ridge are going to look like. There's no brick like the rest of the neighbors to the north, or to the east or to the west. There's no brick at all. These are tilt up concrete panels. Not in the original spirit of the PUD. They should have known that too. Tilt up concrete with exposed aggregate that's ribbed and smooth is not an urban style design. The proposed site plan for this building is 322,447 square feet. With the building at 110,000 square feet, getting back to my patio story, the green surface is 28%. The hard surface is 72%. That's not in compliance. But like Building 2 that's already been built, the impervious surface percentage to comply will come out of Outlot C. So now that leaves one of the remaining lots doesn't have a 200 minimum depth included in the PUD. There's lots combined. They should have known that, or we should have known that. At the April a Planning Commission meeting the commission said the PUD standards for impervious surface is 70% between the 8 developable lots. Building 2 is about 80% right now. More than the patio. Outlot C is a permanent conservation easement. Therefore it is not developable and shouldn't be included in the impervious surface percentage like the 8 developable lots as stated. Getting to this berm issue, I'm just about through, thank you. The original berm was to be 12 feet and the setback was told at 100 feet. Now the building is higher and the berm is lower at 9 feet. The developer says it gets much higher with trees on top. Well there are plenty of high berms in the area with big trees. There's a large berm west ... over by the Temple of Eck. There's a large berm between the ball parks at Lake Ann. There's a large berm west of Bluff Creek on the comer of Galpin. And there's also a large berm west of 41 by Hundtermark. The applicant should know, if he irrigates trees they probably won't die. And if they're not planning on irrigating trees, or maintain the trees in the setback, should that setback be included in the impervious surface percentage? The Planning Commission and City Council stated the applicant should preserve all trees shown on plans dated June 17, 2005. The developer has done some quality projects in Chaska and Chanhassen regarding this issue. They should have known. They should have known, so finishing off I suggest, one more page. I've got one more. Back to the traffic issue. This could be between 7:00 and 9:00 in the morning. This could be between 3:00 and 6:00 in the afternoon. This is 3 trucks going into the development. I mean here's 2 school buses planning on getting onto Galpin. We have a lot of school buses going back and forth. There's a lot of schools around there. The buses go back and forth. I'd much rather have the school buses on Galpin than with trucks on Lyman. So to finish off, I would suggest the City Council does not approve the application for a vacation of easements. I suggest N City Council Meeting - August 14, 2006 the City Council does not approve the design of Building 6. I would like more understory and overstory trees added to the east side and the north and the northwest side. On the east side all the way down to Lyman. rd like Building 6 to be made of brick. No block, like the surrounding neighborhoods. I'd also like an updated traffic study to include the effects of the 2 schools, development, possible development south of Lyman. Employees of the business park and stop light. I know I took a little bit more time than I should have but I appreciate your time. Thank you. Mayor Furlong: Thank you. Ms. Aanenson, any comments on those items or questions. Kate Aanenson: Regarding the traffic study, I believe we did our due diligence as far as submitting a finalized site plan to Carver County that worked out. I think what you also have to look at is the background on traffic in this area. Just to the south of this area is a million square feet of industrial park in Chaska that also exits out onto Lyman Boulevard. We're also cognizant of working with the new high school site. That there will be additional signals and that's something that the county's looking at, the spacing. Not just of this property but the other traffic on Lyman Boulevard, including that industrial park that's also dumping a lot of traffic. As far as the additional standards of the PUD, it meets the standards of the PUD. I do believe I spoke that the applicant has raised the back of that berm to 14 feet on the back as far as the setbacks. As far as it being all brick, I don't think we have too many all, unless for office industrial, I can't think of a pure brick building. As soon as I say that there might be one that we have in town that's a brick office warehouse that's pretty, not typical. So, if it's an office maybe but not this type office industrial so. Mayor Furlong: And I guess to your point, design standards that are in the PUD. Kate Aanenson: It meets the design standards, right. Mayor Furlong: On all sides. Kate Aanenson: Exactly. Exactly, and I did mention also condition number 11 that one of the things that we thought the neighbors wanted was the windows in the back, but they wanted instead of windows, they wanted architectural details so that was the condition I recommended you modify number 11. Mayor Furlong: Okay. On the impervious surface, that was an issue and a comment was made whether or not or, the opinion was made whether or not Outlot C should be included. Kate Aanenson: Of course, we always do that. That's exactly how we set up the Target PUD. Target's way over the impervious. We have green space that balances out. That's typical in a PUD where, I also want to comment on the comparison of Costco and the parking. This has office industrial parking standards. If this was a retail building of that size, it would take all that parking would be pretty much absorbed by the rest of the site. This has only 159 parking stalls. Significantly less than if you had retail. It would be fff City Council Meeting - August 14, 2006 you know 2 or 3 times that for parking so the trips would be a lot different. The amount of traffic and the number of cars being parked and the trips being generated would be significantly different. If it was retail as opposed to office industrial. Mayor Furlong: Okay. And then the other issue raised was whether the, with the movement of the lot line, whether the, not this particular lot but the smaller lots now would be buildable under the standards of the PUD. Kate Aanenson: I don't have that in front of me to verify to check on. I'm assuming that someone on staff did but I could try to verify that quickly. While you're taking other questions. Mayor Furlong: Okay. If possible. Todd Gerhardt: Mayor, I'd just like to add. The point of eliminating a lot line. If you have 2 lots, you know the amount of square footage of building space is not going to change on the subdivision. We're not adding building space square footage. Overall I think we're at the same amount of building square footage that was originally approved with the subdivision. Just because the applicant is bringing one 100,000 square foot building in, he could have put two 50,000 square foot buildings in, which probably would have had the same parking requirements that the 100,000 square foot building had. Mayor Furlong: Okay. Okay, are there any other public comments compared to the changes in the plan? Joel Lehrke: Joel Lehrke, 2329 Boulder Road, Chanhassen. Likewise with the building, I'm going to refer more to the tilt up concrete. When this came before the City Council, Brian, Mr. Lundquist you were actually one of those people that a big problem with tilt up concrete and the developer asked that it be added for a certain additive that could happen of some sort in the future. You guys all kind of nodded your head that you didn't really like tilt up concrete but you'd leave it here and you'd take a look at it when a project came before you. At this time it is finally coming before you. I can think of a handful of buildings that we think that will look pretty nice as I stated in my letter. You know the building there has got the Bumelle block and brick there, and that's located right along Highway 5. It's the Star Tribune building. And also rd like to comment to you, as you're looking along a major roadway on one side and industrial park on still the other side, before it gets to the residential area in that area, and that area you deemed well enough with... conditions that it should look really nice to the people driving on a highway with that look of brick. But right now you're telling residential people that they should look at tilt up concrete. As I also stated in my letter, due to the fact of the way this building's going to look, that there needs to be more type of roof articulation to hide the air conditioning units. Yes, I know they're going to use low profile. Yes, I know they're going to use the color of sort that's the blue or the gray or whatever that blends into the sky, but anyway you look at it, most of what's going to happen even from Trotters, but also from Stone Creek, the people on that side are even at a higher elevation looking down, that they're going to see nothing but the roof top. Once again this is the 11 City Council Meeting - August 14, 2006 Ridgeview building that I referred to with my letter that I sent to you. This has to do with the way a roof, brick and also some tilt up cast concrete there, but I think that has a much better break up look to it. Another thing for you to remember is that rm... is I had been told the fire is tilt up concrete. But with a brick interface. We do have a building that's pretty large. I think that has brick on the side of it. Also more pictures of the Star Tribune building heading south, even though one of you would say that for now, for brick, this has a much better look to it than something like this that I found, and I believe this is what I could find closest in the city that was going to look something like that. The biggest thing I have with tilt up concrete is the seam factor. That anyway you put up a tilt up concrete, unless you do that brick like a Byerly's has or something like that, you're still going to have that seam effect. Also once again, you're going to have a lot of people driving by this. This is your back entrance to Chanhassen. You've got this big new school that's going up that everybody wanted to be the marquee of Chanhassen. They want it to represent so the city would have a representation of a high school that represents Chanhassen. If you've ever driven down Pioneer during the morning when kids are being dropped out at school or all the parents are coming by. Yes, I know there's a ninth grade center so there's more traffic than there will be with others, but guess what? That place is just loaded with traffic and there's going to be a ton of people coming by this area, and this is what you're going to have people looking at as they go to the new high school. Mayor Furlong: Alright, thank you. Thoughts or comments? Anybody else who would like to make a comment this evening? Okay. Thank you. I appreciate the comments made. Sir? Joel Lshrke: I'll be more than happy to let you guys have these. Mayor Furlong: What is it? Joel L.ehrke: These are all pictures. Mayor Furlong: Thank you. Okay, thank you sir. Roger Knutson: Mayor? Just a brief comment. Just so we're clear. We're here tonight, we're looking at a site plan review. A site plan review is essentially a check list to make sure there is compliance with all our ordinances. This is not a conditional use permit application. Mayor Furlong: And by the ordinances, that includes the standards set in the PUD. Roger Knutson: That's correct. So the question is, do they meet the standards in the PUD? Do they meet the other standards in the zoning ordinance? Mayor Furlong: Thank you. At this point then I would ask if there's any other comments or questions specifically here, I'm going to, unless somebody stands up now, I'm going to close the public hearing with regard to the vacation for the utility easements, since that is 12 City Council Meeting - August 14, 2006 something that we do have to take public comment on at the council meeting. Seeing nobody then without objection well close the public hearing and bring it back to council for additional questions or thoughts and comments. Any additional questions at this point for staff? Councilman Lundquist: So to Roger's question Kate, does it meet all the standards of the PUD and the conditional use? Kate Aanenson: No, just the site plan. Councilman Lundquist: Or the site plan. Kate Aanenson: That's correct. It meets all the conditions of a site plan. Mayor Furlong: Which is the architectural standards and. Kate Aanenson: That's correct. Mayor Furlong: And all the issues there. Kate Aanenson: Correct. And there is the opportunity to, as we have in other PUD's, to balance the impervious. And it also meets that standard, correct. Mayor Furlong: Alright. And I guess the question, and again if you don't have the information you know with regard to the smaller lots, there's no relief being requested at this time for anything on those lots. Kate Aanenson: That's correct. Mayor Furlong: So the existing PUD standards would be required for any future site plan approval on those lots. Kate Aanenson: That is correct. Mayor Furlong: Okay. Councilman Lundquist: Do you have any idea Kate, just the fact the envelope gets, it doesn't do us any good to create a lot that can't be built on... Kate Aanenson: I know that, Bob Generous who worked on this did ask for a footprint to be shown on that additional lot to show that... Mayor Furlong: And I guess point of clarification. Before us this evening is not a question of whether that lot line's changed. Ben Merriman: It's 185 feet. 13 City Council Meeting - August 14, 2006 Mayor Furlong: So maybe that's a question for the applicant. Roger Knutson: A comment on lot line adjustments. By state law a lot line adjustment, that's when you're not creating any additional lots. You're just moving an existing lot line so you're making a lot smaller or bigger, is not a subdivision by definition and we are not authorized to regulate that lot line adjustment. We basically sign off saying it's not a subdivision and if you're not creating a new lot, you're just moving a lot line, it's not. So we really lack discretion. And if, and not reference to this but to any such situation, if as a result of what you're doing you create a non -conformity, that's a self created hardship and you've created yourself a real big problem. You may not get building permits for that unbuilt lot if you aren't careful. Councilman Lundquist: Yeah, and so then what will happen is well be back in here talking about an amendment to the PUD and all kinds of other stuff when they come back to build it so, that's... Roger Knutson: They certainly could ask for that, and then it would be your decision as to whether it's appropriate or not to grant it. Mayor Furlong: And I would expect some of the residents have an opinion on that matter as well. Councilman Lundquist: As they should. Mayor Furlong: Indeed. Fully agree. Fully agree. So the question here then, and you stated it but the question is, does this site plan. Kate Aanenson: Yeah, typically when they do a, yeah I'm not sure where that 130's, or the 200's coming from. Typically when you do a PUD, once you've created the PUD, you have to have, there's a 1 acre minimum to create the zoning but after that it's, I wasn't aware of a minimum but I don't have that in front of me at this point. Mayor Furlong: Alright. Thank you. Any other questions or comments and thoughts? Councilman Lundquist. Councilman Lundquist: Well I guess I'm a little troubled by the potential that we might be creating a non -conforming lot or something. I can't remember the specifics of that from a year ago and I don't remember where we were at or where all that came from. I didn't study that ahead of time so that troubles me a little bit that I'd like to have an answer to that I guess. As we heard Bobber say, I guess they're kind of in a bind to bit or maybe personally rm in a bind to bit about the tilt up concrete piece that's, there isn't anything we can do about that tonight. It meets the standards so our hands are tied there. We can't deny the building for that anyway. The higher berm and some of the other stuff I think are good pieces and overall it's good I believe to take a business that's in town right now and allow them the opportunity to expand in town. It's a wonderful thing. 14 City Council Meeting - August 14, 2006 Keep those jobs here in town and that so I'm in favor of that. I guess really the only sticking point for me now is the rest of those issues I think that were raised this evening are issues that we talked in length about a year ago. And I do feel like we did do our due diligence on some of the traffic and things there. There's no doubt that all of our roads will have more traffic as the area grows and things happen so, but there's no doubt that you know that's going to happen all over that area and it's not just a burden of this single development but of all the development that's going on in the area, and as well with the high school I suspect that we're going to have to look at when that gets built some improvements and upgrades and all kinds of stuff is going to happen around Galpin and Lyman and Audubon and all kinds of stuff is going to happen around there when that goes on, and we've got, you know well deal with that at that time. So I guess I'm in favor of the development and in favor of going through with this but I'm, I don't know whether it even matters I guess or not about the possible creation of a mess to deal with down the line. I guess I'd like to have an answer on that before I would decide one way or the other. Roger Knutson: I'm a little hesitant to jump in but as I read page 7 and 8 of your planning report, it appears that you'll end up with two lots. They refer to as parcels A and B. One being 7.40 acres and one being 2.65 acres. Am I reading that right Kate? Kate Aanenson: Yes. Councilman Lundquist: What page is that Roger? Roger Knutson: That's pages, at the bottom of page 7 and top of page 8. It says you're going to end up with two parcels. Councilman Lundquist: That's in the staff report. Mayor Furlong: Top of 8, 8 of 12. Electronic 305. Roger Knutson: Oh I'm sorry. Mayor Furlong: Top of page 8. Councilman Peterson: Certainly means they're buildable. Mayor Furlong: Yep. Councilman Lundquist: Then we had the question of the 200 foot and 185 foot that the. Kate Aanenson: I don't know the context of that. I'm not, you know we just have a setback but there's no generally, I'm not sure where that's coming from. I don't have the entire PUD. 15 City Council Meeting - August 14, 2006 Mayor Furlong: I guess part of it, does this meet the standard of the PUD? I think there was an issue on the parking and they're we're allowing proof of parking in order to. Kate Aanenson: That's correct. Mayor Furlong: Have less impervious surface or less. Kate Aanenson: Just less parking. Not the whole park based on the use. They could put the additional 55 in if necessary. I think we always review that when we do projects, not to over park. Mayor Furlong: Okay, and I guess the other comment with regard to sight lines and views, the building setback would be allowed to be 50 feet from Galpin, if rm looking at this correctly and it's 120. The parking is up there so there's. Kate Aanenson: That's correct, and move the building back further. Mayor Furlong: And moving the building back further than where it was. Okay. Other council comments. Thoughts. Councilwoman Tjomhom: You know I think this has probably been through the Planning Commission twice, if I'm correct. Once last year and now this year, and so I'm not prepared to have a Planning Commission meeting here tonight and try to redesign a building and undo ... Planning Commission did very well at the last meeting. My job tonight is to make sure that it does meet the standards of the PUD and we've been told that it does and so I'm willing to and ready to move forward with this project. Mayor Furlong: Thank you. Councilman Peterson: Mr. Mayor, I feel the same way as my peers and I think there isn't much for us to decide tonight... You always want to leave a meeting with everybody being happy, and it sounds like the majority of the neighbors are. You know you'd like to have 100% and Councilperson Lundquist thoughts on the tilt up concrete, again I think what we can do here tonight is to you know at least at a minimum send a signal to the developer and the building owner to continue to work with your neighbors because they're going to be neighbors a long time, and if they can do anything, whether it's increasing the berm higher than 14 feet and/or do something that's more articulated in back is, as staff is recommending, that they do what they're already going to do, maybe there's something more that they can do. That they would voluntarily do to be good neighbors, and I guess that's what I would send them off with, with the concept of look harder for better ways to integrate the building. It's a big building you know, and there are some neighbors are going to say I'd rather look at a big building than 3 small ones, and there's going to be some that say the exact opposite so again you can't necessarily meet the needs of everybody but I think that making the big building the best it can be is what I'd like to close my comments to the developer and the building owner. 16 City Council Meeting - August 14, 2006 Mayor Furlong: Thank you, and I think that's well put. Since the Planning Commission, I know the developer has worked with residents in the neighborhood to the north to try to change the plans to accommodate. If there are some other accommodations that can be done, I think that's a reasonable request that we can make of the developer. And I think too, looking down the road, this is the second building in this development and you know continuing to look to find ways to meet and/or exceed the standards in the PUD, which I think is the desire of everyone here as well as the neighbors to the east and to the north so, other than that I think the other comments made by fellow council members with regard to the question before us is pertinent. Some of the issues raised this evening were issues that were well vented when the PUD went through and I agree with Councilman Lundquist in terms of the efforts taken both through the Planning Commission and again here at the council chambers to try to accommodate as many requests as possible when we considered the PUD and I know we made changes since then, and we asked questions that had already been asked again to try to see if we can get a different answer so, with that I think it makes sense for us to go forward with the comments with the request of the developer that was made here this evening and this summer as well to try to see if we can accommodate some of the lingering requests of the neighbors to the best of their ability. So with that, I believe our motion starts. Is there any additional comments, questions at all? If not, I think the motions start on page, bottom of page 8. And there was one request with regard to amending condition 11 to the architectural detail be added and striking the first words but with that is there a motion? Councilman Peterson: Mr. Mayor I would move that the City Council approve Planning Site Plan #06-27 for two story, approximately 110,000 square foot office/warehouse prepared by Houwman Architects, subject to conditions 1 through 31 with the addition of the one noted. Mayor Furlong: Before I ask for a second, do you want to incorporate the motion for item 1(a) too with regard to the vacation? Councilman Peterson: I would love to do that. Mayor Furlong: So we don't forget that part as well, I believe, is that correct? Kate Aanenson: That's correct. Mayor Furlong: What page is that on? Kate Aanenson: That's a separate report. 2(a). Mayor Furlong: 380 in our electronic. Kate Aanenson: The motion on that was recommend approve the resolution vacating the drainage and utility easements, Lots 1, 2, and 3, Block 1, Chanhassen West Business Park. 17 City Council Meeting - August 14, 2006 Mayor Furlong: Okay. Is that the motion you made? Councilman Peterson: That's correct. Mayor Furlong: As stated in the staff report, thank you. And do those two motions cover what's being requested of us this evening? Kate Aanenson: That's correct. Mayor Furlong: Thank you. Is there a second to that motion? Combined motion. Councilwoman Tjornhom: Second. Mayor Furlong: Motion's been made and seconded. Is there any discussion on the combined motions of item 2(a) and 2(b)? Resolution #2006-58: Councilman Peterson moved, Councilwoman Tjornhom seconded that the City Council approves a resolution vacating the drainage and utility easements within Lots 1, 2, and 3, Block 1, Chanhassen West Business Park. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Councilman Peterson moved, Councilwoman Tjornhom seconded that the City Council approves Planning Case Site Plan #06-27 for a two story, approximately 110,000 square foot office -warehouse building, plans prepared by Houwman Architects, dated 6-16-06, subject to the following conditions: 1. The developer shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The developer shall extend the sidewalk from the building to the sidewalk on Galpin Court and include pedestrian ramps at all curbs. 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. The developer shall heighten the retaining wall on the south side of the northerly drive-in overhead door to create a wing wall that is a least 10 feet above the grade of the loading dock area. This wall shall extend from the building westerly at least 15 feet then may be stepped downward as it continues west. 6. A temporary cover of seed and mulch shall be established on all areas of exposed soils not actively worked within a 14-day time period and within 14 days of achieving final grade. 18 CITY OF MEMORANDUM TO: Paul Oehme, City Engmeer/Dir. of Public Works 7, 0 gANgASSENFROM: Alyson Fauske, Assistant City EngineerIvV 7700 Market Boulevard PO Box 147 DATE: August 14, 2006 Chanhassen, MN 55317 SUBJECT: Vacation of Perimeter Drainage and Utility Easements Lots 1, 2 and 3, Administration 95222711 Phone. 952227.1100 Block 1 Chanhassen West Business Park- Vacation File No, 06-27 Fax 952.2271110 REOUEST (Simple Majority Vote Reauired) Building Inspections Staff has received a request from Eden Trace Corporation, developer of the property, for Phone:952.227.1190 the vacation of the perimeter drainage and utility easements on Lots 1, 2 and 3, Block 1, Fax:952.227.1190 Chanhassen West Business Park. Engineering Phow 952.227.1160 BACKGROUND Fax:952.227.1170 The Chanhassen West Business Park plat was approved by City Council on September 29, 2005. In June, 2006 the developer submitted plans for the Waytek Finance Phone:952.227.1140 building. Due to the size of the proposed Waytek building and adjacent parking, the Fax 952,227.1110 applicant is requesting to add a portion of Lots 1 and 2, Block 1 to Lot 3, Block 1, referenced as "Parcel A" in this report. The remaining area south of Lot 3 will become Park & Recreation one lot, referenced as "Parcel B" in this report. Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center In conjunction with the proposed lot subdivision, the existing drainage and utility 2310 Coulter Boulevard Phone:952.227.1400 easements on Lots 1 through 3 are proposed to be vacated. There are no utilities within Fax:952.227.1404 the proposed easement vacation areas. Planning & The proposed easements on Parcels A and B are 10-feet wide at the front and back and Natural Resources five feet along the side lot lines. The storm sewer that will be installed along the Phone: 952.221.1130 Fax:952.227.1110 common property line between Parcels A and B will be privately owned and maintained, therefore additional easement area is not required. Public Warta 1591Park Road RECOMMENDATION Phone: 952.227,1300 Fax:952.227.1310 Staff recommends that the Chanhassen City Council approves a resolution vacating the drainage and utility easements within Lots 1, 2 and 3, Block 1 Chanhassen West Business Senior Center Park. Phone: 952.227.1125 Fax:952227.1110 Attachments: 1. Application. Web Site 2. Legal description of vacated existing easements. www.ci.chanhassen.mn.us 3. Drawing. 4. Notice of Public Hearing/Location Map. 5. Affidavit of Mailing. BC NEO GAENG\VamimkChanhassen West Business Park - PC 06-27\08-14-06 cc meMOAoc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 YKIN 1 it Name 'r4 ce IN A /la DEVELOPMENT REVIEW APPLICATION .f571� wmact: /N4ea uAot&P Phone: g5ZZ 36c o7z2 Fax: g5-t'361 07Z3 Email: mjArlaltsl-ae( is co. paAlCA y Planning Case No. O�3 -a 1 �t— 6to- -CITYOFCHANHASSEN h RECEIVED 5 b JUN 1 6 2006 CHANHASSEN PLANNING DEPT Owner Name and Address: kI a":6k . :TAc. 'i 6� L4mf%re Or- akarr�4 ^nN S'53'7 Contact: Nlo l-a�a e,..I Phone:452. cNI a 7 Fax: 0965 Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit r Conditional Use Permit (CUP) — Vacation of Right-of-Wa Easements AC) Interim Use Permit (]UP) Variance (VAR) Non -conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development' Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits __Y_ Notification Sign 2�00 Sign Plan Review (City to install and remove) X Escrow for F' ' F es/Attorney Cost"_ ZOO' Site Plan Review (SPR)* - $50 CUP A AR/WAP/ ett`BBoug- - $450 Minor S 4__ Subdivision' A1vm .pub, 3 10t - TOTAL FEE $ 2-}J0• tnto Z) . An additiona ee o 3.00 per a ress c hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: LOCATION: C'66hasse-n Wesl -)�>vS'tneSS Park - LEGAL DESCRIPTION: TOTAL ACREAGE: WETLANDS PRESENT: YES_ NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: I00 a00 Souare -qet orku-/wprel.cµse �C� 4-T This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the speck ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, 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. Si nature of Applicant Date h - It(, - Ob seuit"M Signature of Fee Owner / , Date Rnv 19/05 DESCRIPTION FOR: EDEN TRACE EASEMENTS PROPOSED TO BE VACATED 62641-050 Schoell Madson Planning • Engineering *Surveying T 15050 23rd Avenue North 1 Plymouth, Minnesota 55447 952-546-7601 Fax:952-546-9065 That drainage and utility easement over, under, and across the southerly 5 feet of Lot 3, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying easterly of a line drawn 5 feet westerly of and parallel with the easterly line of said Lot 3 and also EXCEPTING THEREFROM that part of said easement lying westerly of a line drawn 5 feet easterly of and parallel with the westerly line of said Lot 3 AND That drainage and utility easement over, under, and across the northerly 5 feet of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying easterly of a line drawn 5 feet westerly of and parallel with the easterly line of said Lot 1 and also EXCEPTING THEREFROM that part of said easement lying westerly of a line drawn 5 feet easterly of and parallel with the westerly line of said Lot 2 AND That drainage and utility easement over, under, and across the westerly 5 feet of Lot 1, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying southerly of a line drawn 5 feet northerly of and parallel with the southerly line of said Lot 1. AND That drainage and utility easement over, under, and across the easterly 5 feet of Lot 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying southerly of a line drawn 5 feet northerly of and parallel with the southerly line of said Lot 1. C:\Documents and Settings\Arnonis\Local Settings\Temporary Internet Files\OLK53\Description of easements to be vacated.doc DESCRIPTION FOR: EDEN TRACE PARCEL A 62641-050 Schoell Madson Planning • Engineering • Surveying /-tom 15050 23rd Avenue North 1 1 , Plymouth, Minnesota 55447 952-546-7601 Fax:952-546-9065 Lot 3 and that part of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies northerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. PARCEL B Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies southerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. DRAINAGE AND UTILITY EASEMENT A 10 foot wide drainage and utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of said easement being described as: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said centerline there terminating. C:\DOcuments and SettingsV4norris\Loca1 Settings\Temporary Internet Fi1es\0LK53\Description.doc TRIITTE:R':: RIDGE Arri Iwi -- 4u.a M-__------ PROPOSED PARCEL AND F- EASEMENT EXHIBIT Y g I I N W+E di �•y^ I I e I F'S II i c4 S ._.r _.._........,,o.r...a� diddidd—d N I $ II rv^ ..�.m.,....,.._.iddi PROPOSED Q I PARCEL A y P. 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PRCECT N0. 626H—OS • NOTICE OF PUBLIC HEARING VACATION OF DRAINAGE & UTILITY EASEMENTS CITY OF CHANHASSEN NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, August 14, 2006, at 7:00 p.m. in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard. The purpose of this hearing is to consider the request of Eden Trace Corporation for the vacation of drainage and utility easements on Lots 1, 2 and 3, Block 2, Chanhassen West Business Park. A legal description and drawing of the proposed vacation area are 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. Alyson Fauske, Assistant City Engineer Phone: 952-227-1164 (Publish in the Chanhassen Villager on July 27, 2006) gAcng\vacations\06-03 chanbassen west business park\ph notice to paperAm SC,-INED Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monday, August 14, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planning Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: 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 Mayor will lead the public hearing through the following steps: What Happens at 1. Staff will give an overview of the proposed the Meeting: project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villager on July 27, 2006. V p Vo �ti � woy y� �a a2 � 3 � � • C V y Vi Ui LTJ CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on July 31, 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 Vacation of Drainage & Utility Easements (Lots 1, 2, & 3, Block 2 - Chanhassen West Business Park), Planning Case File No. 06-27 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this V- day o€e t. t , 2006. Notary Public gAeng\formsWiidavit.doc "I JEAN P.l. STECIaING Notz / Pchlic-Miirnesota -- tAy cammissicn Exp Ts Jan 31, 2W9 SCANNED This map is neither a legally recorded map nor a survey and is not intended to be used as one. This nap is a compilation of records, information and data located in various city, county, state and federal offices and oMet sources regarding the area shown, and is to be used for retereme 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, naclting or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. g errors or discrepancies are found Please contact 952-227-1100. The preceding disclaimer is provided pursuant to Minnesota Statutes §456.03, Subd. 21 (2000), and the user of this map acknowledges Nat the City shall not Ira liable for any damages, and expressly waives all clams, and agrees to defend, indermity, and hold hamuess the City from any and all daims brought by User, its employees or agents, or third parties which arise out of the users access or use of data proinded. I I>ropoaed "aeatipm l Lyman Slvtl (D.H. 18) This map is neither a legally recorded map nor a survey and is not intended to he used as one. This nap Is a completion of words, Infoumatlon and data locided In Various City, county, alas and federal offices and other sources regarding the area shown, and is to be used for reference Purposes only. The City does not v arrmt mat the Geographic Information System (GIS) Data used to prepare this map are error tree, and the City does not represent that the GIS Data can to used for nawgabona, tracking or any other purpose requiting exacting measurement of distance or direction or precision in the depiction of geographic mauves. If errors or diurepancies are found Please, contact 952-227-1100. The preceding disdamer is provided pursuant to Mmesota Statutes §4 .03, SOW. 21 (2000), and the user of this map acknoW,edges that the City shall not be liable for any damages, and expressly waves all clams, and agrees to defend, indemnify, and hold handess the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monda , Au ust 14, 2006 at 7:00 .m. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planninq Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: 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 Mayor will lead the public hearing through the following steps: What Happens at 1. Staff will give an overview of the proposed the Meeting: project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villager on July 27, 2006. Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monda , Au ust 14, 2006 at 7:00 P.M. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planning Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: notice. The purpose of this public hearing is to inform. you about the applicant's request and to obta. input from the neighborhood about this project. During the meeting, the Mayor will lead the public hearing through the following steps: What Happens at 1. Staff will give an overview of the proposed the Meeting: project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If • wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villa er on July 27, 2006. THOMAS J RADERMACHER & PAUL M & CONSTANCE M PALMER BARRY & MARY L LABOUNTY JOELLEN ANTONSON RADERMACHER 2360 BRIDLE CREEK CIR 2421 BRIDLE CREEK TRL 2479 BRIDLE CREEK TRL CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9338 CHANHASSEN. MN 55317 -9369 RODNEY H & JANICE C MELTON MARK & CHRISTINE FISCHER CALVIN DISCHER 2413 BRIDLE CREEK TRL 2407 BRIDLE CREEK TRL 5476 WOODLAND RD CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-9369 MINNETONKA, MN 55345-5658 RICHARD B BURY SAMUEL 0 & KIMBERLY A STIELE JEFFREY D & REBECCA R BRICK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 2365 BRIDLE CREEK CIR MOUND, MN 55364 -7730 CHANHASSEN. MN 55317 -9388 CHANHASSEN, MN 55317 -9338 CHARLES E & DIANA L KIRCHOFF KEVIN M & CATHLEEN A DILORENZO WILLIAM G JR & PAMELA FRANZEN 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W 2370 STONE CREEK LN W CHANHASSEN, MN 55317 -9338 CHANHASSEN. MN 55317 -7413 CHANHASSEN, MN 55317 -7413 JAMES A & LAURIE LISIGNOLI CHARLES 0 & ERIN M BUSALACCHI TOM & SOMMANA MONTHISANE 2356 STONE CREEK LN W 2342 STONE CREEK LN W 2381 STONE CREEK LN W CHANHASSEN, MN 55317-7413 CHANHASSEN, MN 55317-7413 CHANHASSEN, MN 55317-7413 RICHARD B & CHRYSAUNA A BUAN WILLIAM A & LORRAINE RODRIGUEZ BRIAN C & SALLY L SNABB 2369 STONE CREEK LN W 2357 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN, MN 55317 -7413 CHANHASSEN. MN 55317 -7413 CHANHASSEN, MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON JAMES D & TRACI L LEONARD 2318 STONE CREEK DR 2332 STONE CREEK DR 2360 STONE CREEK DR CHANHASSEN, MN 55317-7403 CHANHASSEN, MN 55317-7403 CHANHASSEN, MN 55317-7403 JOHN F & LAURIE SULLIVAN JOSHUA T KRIENKE & DANIEL J & PAMELA J CULHANE 2346 STONE CREEK DR CHRISTINA A KRIENKE 2333 BOULDER RD CHANHASSEN, MN 55317 -7403 2375 STONECREEK DR CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317 -7403 KELLY K MORLOCK & CHARLENE A STENDER STEVEN J & NANCY J CAVANAUGH SARA B ROMANSKI-MORLOCK 2321 BOULDER RD 2441 BRIDLE CREEK TRL 2325 BOULDER RD CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 65317 -9369 CHANHASSEN, MN 55317 -7401 PETER & LUANN SIDNEY VOLK-MINGER PROPERTIES LLC CHAN WEST II LLP 2431 BRIDLE CREEK TRL 2218 LUKEWOOD DR 8156 MALLORY CT CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -8425 CHANHASSEN, MN 55317 -8586 0 MP DEVELOPMENT LLC 2218 LUKEWOOD DR CHANHASSEN, MN 55317-8425 Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) NOTICE OF PUBLIC HEARING VACATION OF DRAINAGE & Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized YOF EASEMENTS CITY CITYOECHANHASSEN agent of the publisher of the news known as the Chaska Herald and the Chanhassen Vil- a8 Pu P NOTICEISHEREBYGIVENthat lager and has full knowledge of the facts herein stated as follows: the Chanhassen City Council will hold a public hearing on Monday, (A) These newspapers have complied with the requirements constituting qualification as a legal August 14.2006, at 7:00 p.m. in the newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as Council Chambers at Chanhassen amended. City Hall, 7700 Market Boulevard. The purpose of this hearing is to The is to this Affidavit identified as No. YW consider the request of Eden Trace Corporation for the vacation of (B) printed public notice that attached and was published on the date or dates and in the newspaper stated in the attached Notice and said drainage and utility easements on Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Lots 1, 2 and 3, Block 2, Chanhassen the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z. both West Business Park. inclusive, and is hereby acknowledged as being the kind and size of type used in the composition A legal description and drawing and publication of the Notice: of the proposed vacation area are available for public review at City Hall during regular business hours. abcdefghuklmnopgrstuvwxyz Allinterestedpersonsareinvited attend this public hearing and % y express their opinions with respect e �i�� I/I ' / �-y✓/ to this proposal. Alyson Fauske, Assistant City Laurie A. Hartmann Engineer Phone: 952-227-1164 (PublishedintheChanhassenVillager on Thursday, July 27, 2006; No. 4701) Subscribed and sworn before me on this e- day of . 2006 Notary Public -------------- Aim GWEN AI, RADUENZ NOTARY Pl& C - MOKSOTA rm ►y Cop m Expires hA 31, 2p10 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on July 31, 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 Vacation of Drainage & Utility Easements (Lots 1, 2, & 3, Block 2 - Chanhassen West Business Park), Planning Case File No. 06-27 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. �rs��11 Rd, ,"M Subscribed and sworn to before me thia bP day of l r , 2006. JEAN t9. STECKLING Not--rL51ic-Mirresota My Camm's _ E�!n's Jan 91, 200Y Notary Public gAeng\forms\affidavitdoc f� Poposetl Vacation _- Am Lyman...,-_.- o / Disclaimer This map Is neither a legally recorded map nor a survey and is not imended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shorn, and is to be used for reference purposes only. The City does twt warrant that the Geographic Information System (GIS) Data used to prepare this map are error tree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or 6screpanpes are found please contact 952-227-1100. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknoveedges that the city shall not be liable for any damages, and expressly waves all claims, and agrees to defend, indemnity, and hold harmless the City from any and all daims brought by User, its employees or agents, or third parties which ease out of the user's access or use of data provided. Bridle A l II i i Proposed Vacation Moe '�\ arweo.extn _ I w � 9 Lyman Blvd(C.R. 18) ro Disclaimer This rrep is neither 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 versus city, county, slate and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The Gay does not warrant that the Geographic Information System (GIS) Data used to prepare this map are snot free, and the Cry does not represent that the GIS Data can be used for nawgitionaf, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. It emors or 6screpencies are found please contest 952-227-1100. The preceding dlsclamer is provided pursuant to Minnesota Statutes §466-01 Subd. 21 (2000), and the at of this map acknowfedgs that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indermily, and hold henries the City from any and all Gains brought by User, its employes or agents. or mind parties which arise 00 of the user's access or use of data provided- Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monday, August 14, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planning Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: 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 Mayor will lead the public hearing through the following steps: What Happens at 1. Staff will give an overview of the proposed the Meeting: project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villager on July 27, 2006. Notice of Public Hearing Chanhassen City Council Meeting Date & Time: Monday, August 14, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Vacation of Drainage & Utility Easements on Proposal: Lots 1, 2 & 3, Block 2, Chanhassen West Business Park File No.: Planning Case No. 06-27 Applicant: Eden Trace Corporation Property A location map is on the reverse side of this Address/Location: notice. The purpose of this public hearing is to infor you about the applicant's request and to obtaW input from the neighborhood about this project. During the meeting, the Mayor will lead the public hearing through the following steps: What Happens at 1. Staff will give an overview of the proposed the Meeting: project. 2. The applicant may present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If wish to talk to someone about this project, Questions & please contact Alyson Fauske at 952-227-1164 Comments: or e-mail afauske@ci.chanhassen.mn.us. 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 Council. Notice of this public hearing has been published in the Chanhassen Villager on July 27, 2006. THOMAS J RADERMACHER & PAUL M & CONSTANCE M PALMER BARRY & MARY L LABOUNTY JOELLEN ANTONSON RADERMACHER 2360 BRIDLE CREEK CIR 2421 BRIDLE CREEK TRL 2479 BRIDLE CREEK TRL CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-9369 RODNEY H & JANICE C MELTON MARK & CHRISTINE FISCHER CALVIN DISCHER 2413 BRIDLE CREEK TRL 2407 BRIDLE CREEK TRL 5476 WOODLAND RD CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -9369 MINNETONKA , MN 55345 -5658 RICHARD B BURY SAMUEL O & KIMBERLY A STIELE JEFFREY D & REBECCA R BRICK 4175 TRILLIUM LN E 2375 BRIDLE CREEK CIR 2365 BRIDLE CREEK CIR MOUND, MN 55364 -7730 CHANHASSEN, MN 55317 -9388 CHANHASSEN, MN 55317 -9338 CHARLES E & DIANA L KIRCHOFF KEVIN M & CATHLEEN A DILORENZO WILLIAM G JR & PAMELA FRANZEN 2355 BRIDLE CREEK CIR 2382 STONE CREEK LN W 2370 STONE CREEK LN W CHANHASSEN, MN 55317 -9338 CHANHASSEN. MN 55317 -7413 CHANHASSEN, MN 55317 -7413 JAMES A & LAURIE LISIGNOLI CHARLES O & ERIN M BUSALACCHI TOM & SOMMANA MONTHISANE 2356 STONE CREEK LN W 2342 STONE CREEK LN W 2381 STONE CREEK LN W CHANHASSEN, MN 55317-7413 CHANHASSEN, MN 55317-7413 CHANHASSEN, MN 55317-7413 RICHARD B & CHRYSAUNA A BUAN WILLIAM A & LORRAINE RODRIGUEZ BRIAN C & SALLY L SNABB 2369 STONE CREEK LN W 2357 STONE CREEK LN W 2333 STONE CREEK LN W CHANHASSEN, MN 55317.7413 CHANHASSEN. MN 55317 -7413 CHANHASSEN, MN 55317 -7413 THOMAS E & MARY K WITEK JEFFREY J & ABIGAIL M WILSON JAMES D & TRACI L LEONARD 2318 STONE CREEK DR 2332 STONE CREEK DR 2360 STONE CREEK DR CHANHASSEN, MN 55317-7403 CHANHASSEN, MN 55317-7403 CHANHASSEN, MN 55317-7403 JOHN F & LAURIE SULLIVAN JOSHUA T KRIENKE & DANIEL J & PAMELA J CULHANE 2346 STONE CREEK DR CHRISTINA A KRIENKE 2333 BOULDER RD CHANHASSEN, MN 55317 -7403 2375 STONECREEK DR CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317-7403 KELLY K MORLOCK & CHARLENE A STENDER STEVEN J & NANCY J CAVANAUGH SARA B ROMANSKI-MORLOCK 2321 BOULDER RD 2441 BRIDLE CREEK TRL 2325 BOULDER RD CHANHASSEN, MN 55317 -7401 CHANHASSEN, MN 55317 -9369 CHANHASSEN, MN 55317 -7401 PETER & LUANN SIDNEY VOLK-MINGER PROPERTIES LLC CHAN WEST II LLP 2431 BRIDLE CREEK TRL 2218 LUKEWOOD DR 8156 MALLORY CT CHANHASSEN, MN 55317-9369 CHANHASSEN, MN 55317-8425 CHANHASSEN, MN 55317-8586 ..4, CHARLES L & BARBARA C NICKOLAY KARILYNN KIRMEIER WILLIAM J & SUSAN O OLSON 2420 BRIDLE CREEK TRL 2410 BRIDLE CREEK TRL 2403 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 DAVID G & YAEL M RUBIN MARK ALLEN SUNDOUIST RODDY Y & LAURIE L W ZIVKOVICH 2345 STONE CREEK LN W 2374 STONE CREEK DR 2337 BOULDER RD CHANHASSEN , MN 55317 -7413 CHANHASSEN , MN 55317 -7403 CHANHASSEN , MN 56317 -7401 THOMAS V & BEVERLY L ANTILLEY JOEL E & HEIDI M LEHRKE ROGER A & GAYLEEN M SCHMIDT 2361 STONE CREEK DR 2329 BOULDER RD 8301 GALPIN BLVD CHANHASSEN . MN 55317 -7403 CHANHASSEN . MN 55317 -7401 CHANHASSEN , MN 55317 -8413 JEFFREY A & CYNTHIA L OLSON GINO R TENACE & SCOTT T MURPHY & 2520 BRIDLE CREEK TRL ROBIN S MARSH-TENACE LORI A BOETTCHER-MURPHY CHANHASSEN , MN 55317 -9372 2557 BRIDLE CREEK TRL 2550 BRIDLE CREEK TRL CHANHASSEN . MN 55317 -9372 CHANHASSEN , MN 55317 -9372 CURTIS J & MARGARET A ZOERHOF REILLY M DILLON & STEPHEN D & PATRICIA V PETERS 2530 BRIDLE CREEK TRL STEPHANIE GIMBLE-DILLON 2536 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 2542 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9372 DAVID E & MONICA L KILBER ALEXANDER D DONALDSON & STEVEN G & DEBORAH A WATTS 2470 BRIDLE CREEK TRL ELETA M DONALDSON 2563 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 2460 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN, MN 55317-9369 MICHAEL C & KRISTIN M MATTSON CRAIG W & DANA A JOHNSON FRANK J & REBECCA A LAENGLE 2560 BRIDLE CREEK TRL 2450 BRIDLE CREEK TRL 2440 BRIDLE CREEK TRL CHANHASSEN . MN 55317 -9372 CHANHASSEN . MN 55317 -9369 CHANHASSEN , MN 55317 -9369 WILLIAM G & KAREN N LOOMIS JAY & FAITH M CUTLER SCOTT & AMY C KAEHLER 2567 BRIDLE CREEK TRL 2430 BRIDLE CREEK TRL 2380 BRIDLE CREEK CIR CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9338 GENE M & BEVERLY G HERMES SCOTT P & LESLIE M LOEHRER JEFFREY L & HANNAH R CROMETT 2571 BRIDLE CREEK TRL 2370 BRIDLE CREEK CIR 2471 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317 -9338 CHANHASSEN , MN 55317 -9369 CLARENCE E & LIEVA L SCHMIDT CRAIG V & NINA F WALLESTAD ANGILBERTO HERNANDEZ & 2461 BRIDLE CREEK TRL 2475 BRIDLE CREEK TRL LAURIE HERNANDEZ CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 2451 BRIDLE CREEK TRL CHANHASSEN . MN 55317 -9369 J... 1. MP DEVELOPMENT LLC 2218 LUKEWOOD DR CHANHASSEN, MN 55317-8425 NOTICE OF PUBLIC HEARING VACATION OF DRAINAGE & UTILITY EASEMENTS CITY OF CHANHASSEN NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, August 14, 2006, at 7:00 p.m. in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard. The purpose of this hearing is to consider the request of Eden Trace Corporation for the vacation of drainage and utility easements on Lots 1, 2 and 3, Block 2, Chanhassen West Business Park. A legal description and drawing of the proposed vacation area are 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. Alyson Fauske, Assistant City Engineer Phone: 952-227-1164 (Publish in the Chanhassen Villager on July 27, 2006) gAeng\vacations\06-03 chanhassen west business park\ph notice to paperAcc SHINED Proposed Office / Warehouse for: + ---------- I I I I I I ARCHITECT: CRY OF CHANHASSEN SRE REGUIFEMENTS PROJECT SITE: TOTAL SITE- 34-7,41-7 S.F. GREEN SPACE- -------------- S.F. / 31% GOVERAGE HARD 5URFAGE (BLDG d ASPHALT)- -------------- S.F. / 69% GOVERAGE PROJECT SETBAGKS: HE51" PROPERTY LINE - O'TO ASPHALT NORTH PROPERTY LINE - 100' TO BUILD!NG 8 ASPHALT SOUTH PROPERTY LINE - O' TO ASPHALT EAST PROPERTY LINE - 50'-0" TO ASPHALT PARKIN+ REQUIREMENTS: TOTAL S.F. = GG,45& S.F. APPROXIMATELY 1/3 OFFIGE, 2/3 WAREHOUSE 33,153 S.F. OFFIGE / 1000 S.F. X 5 = I66 STALLS 66,305 S.F. HHSE. = I STALL FOR EAGH OF THE FIRST 10,000 S.F. = 10 STALLS, 56,305/ 2,000 = 2,5 STALLS. TOTAL 35 STALLS 2ND FLOOR - 13,015 S.F. HHSE. = 10 STALLS, 3,015/ 2,000 = 2 STALLS. TOTAL 12 STALLS TOTAL PARKING REQUIRED 216 STALLS TOTAL PARKING PROVIDED 253 STALLS - OF HHICH / -7 REQUIRED TO BE H.G. AGGES5IBLE STALLS. / 6 ARE SHORN II PROOF OF PARKING STALLS i I II I I I I I I I I I I I I I I I I I I I I I I II PROOF OF PARKING 31 a v v 0 O v v v 0 v I♦ IIIIIIIII"•] 1 I � 1 I 1 I 1 I 1 1 46 -- —r-------------—— ----- 1 1 1 30 26'-O" 1 O I `9 U7 FFU 1 = N 0 310 1 1 - . 1 0 1 m 1 1 N I 1 1 1 \ I i I I I I I I I I I I I I I I I I I I I 1 1 1 1 I I I I I �, II I I I I I I I I I I I i I I I I I I I -t- , I I I I I I I I I I I I I ® I I , I r j I I I I I I I I I I + I I I I ci— I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I t I I II I I I II I I I I I I I I II I 1 I II I I I I I I I - I I I I I +I I I 1 I --tom I I I I 1 I I I I I I I 1 I I 1 I I I I 1 II I ® 1 I I I I 1 I I I I I 1 I I I I 1 I 1 I 11 � 1 11 II I I 1 1 I 1 1 1 1 1 1 j 1 1 I 1 I 1 1 1 I =1 1 I � 1 --1 1 1 1 I 1 1 1 1 1 1 � 1 1 1 1 1 2 O• 1 1 1 11 1 I 1 1 1 I 2 H 0 U W M A N AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION NO. 22604 DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: \Vlwwnan0lVwg�005166ALPIH BLVD LO7 6-6\"te logo.fpg Construction Bid Set 7-10-06 REVISION Schematic Design Site Plan Submittal Prelinunary Design DATE 6-5-06 6-16-06 6-27-06 ApPROVED StT'E PLAN $ I)Ir�t0 � JOB# 00513-00-00 DATE 5-12-06 DRAWN BH CHECKED BH SITE PLAN Al 92 GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' 48 HOURS 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 ENGINEER. 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. 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. S. 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. 9. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 10. REFER TO UTILITY PLAN FOR SANITARY SEWER, STORM SEWER, & WATERMAIN LAYOUT AND ELEVATIONS. 11. 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. 12. 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 ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 13. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. 14. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES GREATER THAN OR EQUAL TO 3:1. ALL EXPOSED SOIL AREAS SHALL HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER YEAR ROUND, ACCORDING TO THE FOLLOWING SLOPES AND TIME FRAMES: 7 DAYS (MAX) FOR SLOPES STEEPER THAN 3:1, 14 DAYS (MAX) FOR SLOPES 10:1 TO 3:1 AND 21 DAYS (MAX) FOR SLOPES FLATTER THAN 10:1. EROSION CONTROL NOTES CONTRACTOR SHALL REFER TO AND ABIDE BY OVERALL SWPPP FOR CHANHASSEN WEST BUSINESS PARK. CONTACT CARVER COUNTY SOIL & WATER CONSERVATION DISTRICT AT 952-442-5101 FOR TRANSFER INFORMATION. 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. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY AND WATERSHED DISTRICT PERMITS 5. 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. 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 7. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 8. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 10. STREET CLEANING OF SOIL TRACKED ONTO PUBLIC STREETS SHALL INCLUDE DAILY STREET SCRAPING AND STREET SWEEPING AS NEEDED. 11. RIP RAP MUST BE INSTALLED AT ALL CURB CUTS WITHIN 24 HOURS OF PAVING. PROVIDE 10 CY OF CLASS IV RIP RAP AT EACH CURB CUT TO BOTTOM OF BASIN. COORDINATE INSTALLATION WITH RAIN GARDEN CONSTRUCTION. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK I PEDESTRIAN f ..7 MP�t CBMH 5' RIM=959.00 DSCAPE PLAN ARCHITECT 4&11 n H 0 U W M A N r: 0 30 60 90 SCALE IN FEET LEGEND A R C H I T E C T S AN AFFWA1111E ACIION, EQUAL OPPORIIlfTY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL• infoChouwmon.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 PI th Mi ta55447 Elk R' M' esota55330 nn %&V WAYTEK INC. OUAUTY ELECTRICAL WIRING SUPPLIES PRELIMINARY GRADING PLAN FEW" DAIS AppROVE SITE PLAN Date , 4 o� BY JOB# DATE 6-14-06 DRAWN JJ CHECKED JB 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located ?Sftt west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). SMI Project Number: 62641-050 C2 CONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" & 8" WATERMAIN SHALL BE C-900 PVC CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR 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 C900. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 6" PVC-SDR-26 UNLESS NOTED DIFFERENTLY. 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 DUAL WALL HDPE PIPE, RCP, OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3290-L WITH CURB BOX OR NEENAH R-1642 WITH TYPE "C" GRATE IN PAVEMENT AREAS OR APPROVED EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTr.1 C478. CASTING SHALL BE NEENAH R-1642. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE 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 UTILITY CONNECTIONS TO EXISTING LINES. 13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 14. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 15. INSTALLATION OF THE PRIVATE UTILITIES FOR THE SITE WILL REQUIRE PERMITS AND INSPECTIONS THROUGH THE CITY'S BUILDING DEPARTMENT. LEGEND DENOTES BOUNDARY LINE - - - - - - - - - - - DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER - DENOTES FUTURE STORM SEWER -- DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES FUTURE WATERMAIN - - DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES FUTURE BUILDING DENOTES PROPOSED BUILDING DENOTES PROPOSED RAINGARDEN DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB DENOTES EXISTING SANITARY MANHOLE v DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). W IL / )T C HYDRANT 6" VALVE �� >g 0 30 60 90 SCALE IN FEET 6 "-22.5' BEND 1 DRAINAGE & UTILITY EASEMENT PER THE �- PLAT OF CHANHASSEN WEST BUSINESS PARK I6"-45' I BENDS „ rr--r-I-r-rr II I I I I I I ( I I I I I I 63' II15"I RC� C 5 1 ® 0.5�%� 6" TEE 0 0 U-) J 0 0 v 001 I CB 4 RIM=957.55 INV=954.48(E) - INV=954.28(S) 62'-15'1 RCP CL5 ® 0.50% 1 6 WATERMAIN 15" PLUG END 5' FROM BUILDING INV=954.80 F.E.E.=963 �-15" PLUG END 5' FROM BUILDING CBMH 3 INV=954.42 RIM=957.55 INV=954.1 1(E) INV=953.51(N,S) 0 0 0 Ln J 0 STMH 1 IL _ CONSTRUCT ON TOP OF EXISTING �V 33" STUB. CONTRACTOR - y TO FIELD VERIFY INVERT PRIOR N TO CONSTRUCTION I RIM=960.46 0 U-� INV=952.74(SE) CBMH 2 INV=952.50(SW,E) IIV=957.55 ) CONNECT TO EXISTING INV=952.76(N,W) 8" WATER STUB 6"-22.5' BEND ® C) < -30 » HpPE << / C.C. CONNECT TO EXISTING 6" SANITARY STUB INV=950.01 CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION. a Q 8A < 1 f , . A 170'-6" PVC SDR26 ® 1.07 < BEND CLEANOUT 8"x6" L I TEES _ I- CONN CT 0 EXISTING - -PIV " \ WATER STUB -� HYDRANT It,, - 22. ' 6" VALVE _= BE D w ^h III l (llu �'' -w_ •} ER WA RMAIN PER \\ STAND D DETAIL TO E EL=951.5t < O\ I r 6„-45' SEND d ^ 164'-21" HDPE \ " fT10 0.50% \. �$ o < 2 O' 18' H P t 1 CBMH 5 I .. RIM=959.00 V=953.56 RAIL G R IN 6 1 PROPOS DRAIN I 15" PLUG END 5' FROM BUILDING INV=954.07 •\ 62'-15" RCP CL5 ® 0.50% -6" PLUG INV=951.71 _EAID-5' FRC 8" PLUG � END PIPE 5' FROM BUILDING - - - l U l l l I I - 6" WATERMAIN 6I �SFMFNT < r \ � T \� = DRAINAGE & U PROPOSED TO 6"-45' BENDS I -d 6" VA TEE- I ... RAINGARDEN 54 I I - RIM 960.00 I INV=956.39 o I I t EASE EN V0 ,TE v® I W r� a- -d = I I 1 11 U � I 6I VA DIVT E `•"_ • O � I 6 90 I II OJ18- HDIP Ali 12 �I! BENDS CBMH 7 r I RIM-_959.00 INV=955.61I I \ 1 RAINGARDEN a • I 1 1 i ARCHITECT: H 0 U W M A N AN AFFMAlK ACTICK EQUAL OPPOR1U11111I1Y EIPLOIIER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fox) 639.9726 E-MAIL' infoahouwman.com 7 Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 Plr,nouth, Minnesota 55447 Elk River, Minnesota 55330 T 703-746-1600 T 763-241-0108 F 763-746-16% F 763-241-8351 www.schoellmadson.com 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 Reviewed By: Jerry Backman Date: Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: 1W WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY UTILITY PLAN APPR VE WE PLAN Date BY t +y y J h JOB# DATE 6-16-06 DRAWN JJ CHECKED JB C3 DATE SMI Project Number: 62641-050 SEDIMENT TRAP AS MANUFACTURED BY 3' 0" WIMCO,LLC.SHAKOPEE, MN., NOTE: 24"x36" slab opening for Neenah I 3067-V or equal 6'max.spocin g ESS BROS. LERETO, MN. OR SIMILAR r NOTE L Surmountable Curb & Gutter to be transiticned oq�,s, '� �� 1- V Grate Shown 2- R Grate Shown shall be n ___ \ \ into o 8618 type at eatehbasin. used at all low points. / 1 � 1 Steel T Posts 24" in ground SPECIFICATIONS AND STANDARD c DESIGN LOADS Catchbasin Frame & Grate j NOTE: i 1- L Grate shown Nate:with Silt fence per MNDOT ZipTies - asc M.Huw or srm caHsmucnoM 9TH mmoR. AarnrnalE Axu waclrt Lono a/. WII➢INC CanE - 01.1-94. FACTOR n/a - An SR1Ie28 Neenah R-3067-V or equal L Grate tpw _ n¶ �¶� n 1 2- R Grates shall be used at all low Points. specifications, source 2000, HI Mli WA£ - 29 aR2 ,92a - OSHA S,fETY AND HFKm1 mANawaS WATER RAW PATE (THROUGH TYPE FF FILTER) 0.707 are a s head - Face of Curb IIILIIILLIII LIIIIIIJIIIIIILIIILLIII JIIIIIILIIIIIIILIIILLIII JIIIIIILIIILLIII IIII ROPE 1 "-2"WASHED ROCK machine sliced woven monofilament, 36"wide fastened to steel T-Posts with 3(501b) tensile MXaMMM OV P_ow RAZE 5.94 cb O 15• head w 0 �/ A Direction of Flow Neenah Recasting and grate or equal. equal. v�`�' Cho hbasin to be depresses 2" n Minimum of 2 maximum of 5 strength plastic zip ties per MODEL#CG23 `� gs ' below design g g gutter line grade. Neenah R3067-R be PLAN 3" Radius -`� ELM concrete adjustment rings with full T-Post. (Machine sliced) 6" Min. Depth of slit A shall used at all low beds of mortar. 7 fence embedment points. Catchbasin casting 6° Conc. collar Precast concrete or S� ) 9 HOPE adjusting rings. EROSION CONTROL �f and grate Neenah /ti FF�� - TYPE 9 oEnccrat vuTE Surmountable concrete R3067-V or equal 3' box. Grate to be 2" below LO ° 6" recast reinforced concrete slab. P Z FNovIBtRD1'p2 OVEAROYOt - CENTER OF FILTER ASSEMBLY - TOP of cure Box curb &cutter 2 - #4-60' Long o cae radius curb gutter grade. 5' transition each Vori IS 12"-16 Top of barrel section below top slab eT ti� T Rebors Each way side of catchbasin. to have flat top edge sealed with 10• RLTER ASSEMBLY Precast concrete or 2 beads of Ramnek or equal. 6"MIN.DEPTH FOR ROCK ayF o 0 o HDPE adjusting rings. Top of Curb Varies All joints in manhole to have 10"MIN.DEPTH FOR WOODCHIPS lyo� �O �C Note: Varies "0" ring rubber gaskets. 4 -0 Typ• oy/A Type 2 silt fence is the same as type I with hay bales installed as per detail case Minimum of 2-2", 6 1 2" / Precast concrete section S W \OWN Type 2 to be used to protect all wetlands. 'o maximum of 5-2" Varies 24 x 36' z o' S,I Manhole steps, Neenah R1981J or 'o -• ringsrallowed with Precast 3' minlmllm 5" 70 equal, 16" o.c., Aluminum steps approved. 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE �j0 Steel T Posts 24" in ground ,. ''' '• = a 5 Min. Transition y To of c 5' Min. Transition o m o to 1/2" bed of mortar between each and a 6" thick concrete collar 3" Grout Doghouses shall be grouted on both the outside and inside. FILTER FABRIC m+sWc"y '• . xa Curb 2" a w on the outside. 6" 6' co-a3 w w w NOTE: -.-- --- ----- - -. •- y or straw Boles Doghouses shall be both the q ° No block structures are allowed. .,. ..;, .. - Two A stakes ddwl tMaa)y yak 1S' to 2A' kb the grouted On Inside and outside. SECTION _ ZipTies •�' - gm ° saes to be `be tied e' below ,-Deg Bak am o be bed WN ° aFDegRdabk kok"°'. "" FlDW Fti�c NOTE: Design gutter line grade 2 - #4-60' LONG Rebars Each way NOTES: O I ° Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK - Clean filter media after each rain event and replace if filter is clogged with Frame & Casting 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. ih ---- -6" each 4' of depth greater than 14', TO STOP MUD MIGRATION THROUGH ROCK. EROSION CONTROL FENCE - TYPE 2 sediment. Remove debris/sediment from receptacle after each rain event. SECTION A -A No Scale 2. 3. 4. Casting to be totally encased in concrete curb section. No block structures are allowed. No wood shims are permitted in the adjusting rings. 17 ° and reinforce with 6"x6' 10/10 mesh. C�Cl/��7�1f/�I �Lm aiiYNo drain holes CITY OF RCM T10N CITY OF 8LT CITY OF CHANHASSEN CATCH BASIN SEDIMENT TRAP CITY OF}1�} CHANHASSEN C!lilB CITY OF CHANHASSEN CATCH BASE a�CT CITY OF CHANHASSEN CATCH BAM MANNOLE CHANHASSEN CHANHASSEN rlNC! CATCH BAAM WIN 9UW AT !?:•'. !•�: 1-06 :b'.T:i: '�:;:':' ::0.: s lal.•..51i:k1-04 -!:, .):.. .. a.; �{ ::0.: REVISED: 1-06 DArL -�4 PLATE NO.. 5302A R!?.".Srk 1-06 :1.:'.i: "::.'.!': :0.: � :?F:.:S:?o:1-06 :b::'.i: 's:A.F ::0.: � q;•:'S!•".J:1-06 :):.`:i: i':;::F:.:0.: a•: •••••c•393 5301 E:.: '• E: 393_5300 FILE NAME: - A ""'' ""'r^393 3106 c"•c •y�l:: ':; 7, StOI h"•r; •••••c•393 3104 6" Distance to variable �j W Y c) WATER DROP LID Tyler YI No. 6860 7.5' Minimum cover required over top of water main. B 4 we See City Plate No. 3107 for riprop placement. 1/2"r - w w o LL Mueller No. H-5160 1 3"r / 1 2'r Top Bituminous Material w Z UJ ~ m o z Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS ,N. slope o J < Sigma No. VB2600W TO WITHIN 6" OF THE SURFACE y RIPRAP 1O 3/4" er ft / u7 m < THE INUAT NCE N o 2 cc o c TOP OF THEMVALVE TO M \ M:I�T EMS Zo N O THE SURFACE IS GREATER THAN 8'. I Concrete Curb and Gutter J w U o z Grade A A o Anchor Clip 8" 18" m T Z x 0 ><LJ x �•' w 4 --T' - o ;� 0 m,....o_ ES�< to z TOP Adjust top to 3/4" below N T ww 0 O o j i---I O 'NIW ,L o_ 01=- c0 < <� 0 o mo MINIMUM 6" OF COMPACTED SAND 12O.D. PROPOSED SEWER Tyler Mueller No. No. 6860 H-10361 26" 26" grade. Box to be set to provide 12" of adjustment. P} .0 ca cO j w w Bibby -Ste -Croix No. VB502 27" N 6• Distance to f variable 1/2"r 3"r 1/2"r 7o Bituminous Material P < Z m L. 3 o a o O N a < o N N < 1a a z w a Sigma No. VB63OG Sigma No.VB630 Tyler No. 6860 1 L c xm O O_ = w of o 1e" MIN' Mueller No. H-10357 4 B slope 4• Per ft T �Z L. 0 � U a < o ` :" SEPARATION EXTENSION Tie last 3 pipe joints. Concrete Curb Gutter w a m a a .,, .,' ;;' Tyler No. 58 14" Bibby -Ste -Croix B-5001 y Gate box, type, 5D Use + •, ..,. - • "' and NOTE: r w c a m N Z 0 _ 0: y< '' -� /4. ::� .,., .,. =' )A No. 59 18" valve screw YP 3 piece, 5 1 4" shaft, size RIPRAP REQUIREMENTS PIPE DIA. RIPRAP REQUIRED joint. bnlstalastaYners p ) 60' from to or bottom P S. For Use Only with Private Driveways, U '�' �' m w o g ih N �� o • ."=�'' '`1 3' STYROFOAM No. 60 24" G box, 7'-6' extended, 12" TO 24" 8 to 12 CY CL3 p� -y T..i� �� s° of pipe. 12, Parking Lots, or Medians. J a E z m - J 0 2E z0 m INSULATION Mueller No. No. 58 59 14" 20" #6 round base 27" TO 33" 14 to 20 CY CL3 GRANULAR FILTER REQUIRED a < (� �a a i 'XVV4 ,9'L J `= _�< Bibby -Ste -Croix VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" 36" TO 48" 54" AND UP (One cubic 23 to 38 CY CL.3 UNDER RIP RAP AND 2 62 CY and up CL.4 LAYERS OF 50OX MIRAFI is approximately 2,800 lbs.) FABRIC OR EQUAL Provide 3 anchor clips to fasten ,_ c no 0 w = w <W -, < VB521 No. 58 14" STEEL WITH PROTECTIVE yard Trash Guard to Flared End Section. 28"R ? '^ m w o 0<F TRANSITION TO SPECIFIED ONE PIPE LENGTH VB522 No. 59 20" COATING, 1 2" RUBBER / H Hat dip galvanize after fabrication. 12'R 16' 68"R Top Bituminous Material >, m� _ ,> -� i u, Bso: DEPTH (TYPICAL). VERTICAL BENDSWITH INSTALL MEGA LUGS VB523 No. 60 26" GASKET INSTALLED BETWEEN ATE ----- ` v aZm -Z0 Q JQ o AS Sigma No. VB630 VALVELVE GATETHE 2 RIPRAP Anchor both sides. . ... ..':.:. Ton�d 0 < z Z. �< J BOTTOM Tyler No. 6860 65' __--_______ - ' p` H Concrete Cur Gutter �00 a�zau - �'� _OM <5mm ca Mueller No. H-10361 65" Mueller or American 190YE1RIC TRASH GUARD SIZING - 0 oU=OUK J Jp y s coWoov, Bibby -Ste -Croix Y- No. V9516 60" Flow Control Pipe Size Bars 'H' Bolts 17 1/2" 10 1/2" N w� zz �a a' I,_Uu-v �a=<PPmm Sigma No. VB6302 60° Valve 3/4"0 4" 5/8" 28" J wwo ?0wU w a- « m o00 1n w 0K i��<o J�On mo'w<« ON- < Valve and Box to be Conformingto12"-18" C-515-80 standards Granular Filter (MNDOT 3601.2B) 21"-42" 1"6 6" 3/4" e �, rn=1a 0_F--w ��o `� ac<ww }�<<� rinowu�i�z plastic wrapped P PP per P with all stainless steel Geotextile Filter T e III SEL`710N A -A YP 48"-72" 1 1/4"m 12" 1' ° o��N 0�� Z a =I:WC_�in< WATERMAIN UNDER STORM SEWER section 2.03a nuts bolts. 3 mw�5~ <uo ��Jr a�azZao BASE 4" 8" 1 1/6"f = 0w,00' >U-C) 0oHO to mCct Q�a��p�� I RIPRAP J- NOTES: WFD;a] mz U(nr_(n �JZ M: Z U��J <a j2JwY�J Ji«<Qx« N 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. Bituminous B�t11111r10UN ea,rb o00� z� ca�_w m� f 3aM ° 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe Surface g� S�IO� FOf111b MF F yz jw U ¢� ¢ - oD=ma� Z w �¢� p Z Granular Filter (MNDOT 360L2B) lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first o='a.� >-wt=� w 2(n3o�fn �x N wa ' - `- ' 18"X18"X8" concrete block �� p�p Geotextile Filter Type III a adjacent to the apron. pipe ) P sv <o Jr CITY OF TYPICAL CM CITY OF �� CITY OF WATER � CITY OF M N VALVE CITY OF CHANHASSEN �M CITY OF CHANHASSEN �� M CHANHASSEN Ally olrrTER CHANHASSEN CHANHASSEN CHANHASSEN DETI►L INSTALLATION CRos MTALLATION TRASH GUAM :?:':".fw':a:2-97 :b:T1i: i>:;:.'ii ::.... ::r•?: SI•:Y. 1-06 IN^':: o• ...... ::0.: :>i'.'.:Sii:} 1-98 :)::.'.i: P:;.::':: >.: ;",••.:5!•:7: 1-06 OrlT:'t ?';.::i ::0.: :?:''.SS!':D: 1-98 :h::'.i: i";S:':::0.: :?:'.'.:5:':a:2-97 :b:T'.i: P';J?.. :�)-: ,.5 .....::.393 5203 . ,....,....... e...:: ,....r:, ..,...393 1004 ..... , ... .. ..::. " .393 204 ....:::..... ... ,; ......:. :..........:.. 393 1006 E:1: .....I:. ..........._ 393 3107 r:.E ..... PL VARIABLE HYDRANT VALVE BOX 6" 6" VARIES 5'-6' (SEE PLANS) 1/4" PER FT. SLOPE 'TO ROADWAY :RETE SEE NOTES 1 & 3 J 4" Class 5 Base Min. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1/2- THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINTS ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CHANHASSEN :D:1-06 SOMM K I7:A". NO.: am 3/4" per foot 18" 5' PL MIN. 2.0% GRADE 1' �. 5 icy, - 1 0+' .' ...:.............. ;. 7 1/2" Concrete pavement Topsoil, Seed 6" x 6" #6 Welded 3 & Mulch or Sod. Wire Mesh - 4" Class 5 base incidental to apron B-618 Concrete Curb SECTION A -A No Scale 24' MAX. RESIDENTIAL 26' MAX. INDUSTRIAL/COMMERCIAL A Right -of -Way B618C b&Gtt C PL 30' 30' 18, to Face 18' to Face I Wear Course to be 1/2" 6 `�\OQ Above Edge of Gutter 1111 3.07 2.0% _L- \ 1.5 : 1 2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW350358 2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.28 Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 B618 Curb & Gutters I �- ur u er NOT ES bo 1. Minimum Righi-of-Way Required - 60'. oQ\oc Bituminous 2. Maximum street grade 7.0%. ,`L" 3. Minimum street grade 0.75%. �I Contraction Joints v Max. Spacing in A Expansion Joint (typ) Valley Gutter Q 8' No Scale NOTE: 1, Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Some as Street Paving Section. CITY OF CHANHASSEN DRIrWAY MMON 1-06 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminuus wearing surface shall be placed the next construction season folluwing placement of the bituminous base. 7 prepared s rade shall be performed b the owner A test roll of the e a ed ub P P 9 P Y in the presence of a city inspector. Th e city has the authority to require additional subgrade correction based on the test roll. CITY OF CHANHASSEN D.1-06 1 TYPICAL CCML / BollST. No... 42M 24"x36" slab opening for Neenah R3067-V or equal l Note: l 1- L Grate shown 1 2- R Grates shall be used at all low points. Neenah R3067-V casting and grate or equal. full of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. �� Precast concrete or HOPE adjusting rings. m A A. E Varies 4'-0" Typ. - 5„ w .a ,o O 6" 1' ~- 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' .. depth. Increase thickness 1" for ' each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SE^E CIIIIN diameter at pipe and slope grout 2" toward invert. CITY OF CHANHASSEN :D.. 1-06 1.r,.... Shape of back of buttress may vary as long as poured against firm undisturbed earth. Dimension C1,C2,C3 should be large enough to make angle O equal to or larger than 45'. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 8 = 45' Minimum. Place polyethylene between concrete & pipe. All bends & fittings sholl be restrained with Megolugs thrust restraints or equal e - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 D1 B2 D2 B3 D3 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" V-6" 8" V-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6- 16- 3'-0" 2'-0" S-10" 3'-0" 5'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-O" 6'-1O" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 6'-0" 17-0 6'-0" P.M W IlleOi Variable-4 3' Min.l- CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE CATCH DAM =M-393 10 >l�llal A -A A - See note 4 a. a•e A , \ RAN 4? !!Ot 9 - See " CITY OF COI��RE in CHANHASSEN T FLARE TO MATCH 5' min. A-] 5mc-sox OF BASE aAMEtat � WIDTH OF WALK �11/5' 7/8'-1 7/16" I DOME SECTION 000000100 4 000000000 / co 00000000 151r-2 I/C ,e"a'(1, �FAQ OF6' 3' c 1 6, 3,• w.emn - 0 0 4min O0000 il ' A� 1 5/1r-2 D/a• 0 0 0 0 0 0 o 0 PLAN VIEW OF DIGONAL RAMP r1 e e/ew. DOME SPACING CURB & GUTTER = 5'-4" 4' 0" ~ = o 0 z 0.08 FT./Fr. OR FLATTER( H O 1 SECTION A -A Q j ?i U 0.08 FT./iT.SLOPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT MAY 5' 4' USE 010 Fr./FT 0 08 Fr. /Ff SLOPE ) 6, 5, .. ....... .. .... .... ..... 6' 3" 4' 0"min. 6' 3" 8' 7' ELEVATION OF RAMP 9 8 10' 9' 1 1/2 INCH PREFORMED JOINT FILLER MATERIAL AASHTO M 213. 8 2 WHEN A MEDIAN IS NOT WIDE EN OUGH F TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 31) 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. ® ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0' WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A UGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF CHANHASSEN CM MW a15 HauW MA N ra $ 4~'S xf'aN N u + s "_`1 4 % k ; AN AFFMMA1i111E ACROK EQUAL OPPOR1lNiTY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL infoahouwmon.com Schoell Madson Planning Engineering Surveying 15D50 23rd Aw rn ie North 564 Third street NW. Suite 100 Plymouth, Minnesota 55447 Elk River, Minnesota 55330 T 763-746-1600 T 763-241-0108 F 763746-1690 F 763-241-8351 www.schoelli nadeciril 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 Hill Date: Reg. No. 13394 Reviewed By: JerrT Backman Date: Developer. EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: M'' STAY R EK INC. QUALITY ELECTRICALkVIFtING SUPPLIES DETAILS FEW" UNITE PPRON VF i iT, Dn By JOB# DATE 6-16-06 DRAWN JJ CHECKED JIB SMI Project Number: 62641-050 C4 4� z I IF I �� or 10-FQS b �Q j f 5-GLS I 5-GLS 2-AM 10-FQS 10-FQS 5-AM -GLS�� 10-FQS 3-FA I b 6-FQS 3-AM 3-AM c>� 2-AM 1-HL SOD ; S© ••77 . r : •• •-_- _J• . •i'r rr •r r . r°• � rrr, �r y•`,",Y r., ° °. •i-�^:• •�`�-�.��•^.-1'..r:r. r:�� r l • l. .�!••.:. r .'°•::- ,".i's�%. 1Y. �..�• �°IapGL4�..,y, A'n:�,.�vµ.��..-:_; ...` J,•.la v"-L.Rif�"f, +t♦ I .. ' t•ti ' :SEED• / WITH- BWSR;'.US•. ' NATIVE. SE €D MIX PER W:fPWS PROV.•I.D.E' �•\•�i,�„•, ..: . " �+- .� r .:. �..,. �-s � .: R !� :°�.:. �` ::- ••'• 16� r: �' r : ?4. .° Ros10N CONTROL �, ,Tye • i^'� r •i _ •� .•.. y •J, r.,.a/'• I r R.•.' .r" r '•,� .. 7 .� :: ;.�' .... ? f1.. •. .., r:i � "' ;..• , � Y,� �..r. ...: � 6 '� BtANKET•ON"BERM' WITH .� - . �- ... ,w a :�- ��,® -. .. �. .�- �. • • ' � '�• " '-='-. -" �' � ' : �!-•a-�+-' � ®'�T, � ' y,. ...� \ .. +..� � '� s :1 •4.1; QR . GF7E�.TER: ffi SLOPES.. • .: SOD `` �_.._ r ...- i '..�.,�.� x . r ",. " �" � . n � ,,....w •fix n.°,.a,- • :rw. 1,. i r -r • .:.�J.. a•r y"'•i �'°• ...PiW r•"f"°°`,* �_•yy,,...• Y" J 1`n~+ • i 't °w,,.. ,,.��..�x . �(!{ • , ^ :"'r•xf.,®•w® y r T" �' i .r �y F..s-••.S. 'F• i •'• y �„�,^J / r,'. . .. d X ,SOD r �! • T�HL .. .:` ' , t4' WP.. 9 I:\ V. :, •: �> •. ..• ". °" .•' 'SOD' ;,.. ; • � J" , �" '1' : � , . SAD '• •. _ •. ,`• ' .; " j i 4-AM 2-AP 1-SS 3-DB 5-AWS 9 3 3-BRJ-/!3-A1h'S 3-FQS ", ." .•: •. � . ° I /I I �,I I I I I -�•• y 5-BM SODI tt • b - 7-DB I �—mot..^_' • .', .. .: 6 e 3-BM 6-FQS E . 2-GA-/ - y -- \ �I SO 1 i - 3-GMC x --- i 5-BM SOD 2-GA-J I --- 6-GMC .do f V r r I '.II , 3-FQS --- " 5-BM /- SOD SOD 3-BM � gg / 6-FQS ; 1 \ l "- a� I. - - - 3-GMC SOD-__4 - _ �� 5-BM SOD SOD 7 - D B Z. oa • .. .,ill 3-BM 2-GAS 1:' I 50D. r 6-GMC I •I ` p tiAIN GARDEN SEE ANDSCAPE DETAILS : .r ;• HEET FOR L-2 00 6-FQ ADDITIONAL f ah IS - FORMATIO": ' • •SOD 44 3-BM p g • � . / ODD N ° ,r 5-13M AIM 1-GA -• r 1 ROCK 1 1 -RO JLrc r a I EDGING b a 5-FQS. ' • y-SO � 3. SODS.'. 2-BR 1-RO . : • Ali• I • :'•.:. 2-BR 11-DB 4-BR 4-JDW 4-JDW-BR g-JDW2-BR ri '•. _ 2-BR 2-BRJ 1-R0�rr „ --- 4 JDW 7-DB so L I , IbL Q • - e- 0 I ., _, ..• I � 62 SOD- •• I I • SOD 2-SO ;,--So 2-so 1-RO It VINI III �a. d..a • w SO I ,`v ""F - r a �• t . . E I so I `' III N _-_ ' - £ - I p ° ,' . ; /•• ! • �L•,i VI17 • Ei - It ,• • •. t•• 2—So t RAIN GARDEN EE OD LANDSCAPE DETAILS SO =,• SHEET FOR L2 -0� ADDITIONAL INFORMATION IN G ARDEN SEE LANDSCAPE SHEET FOR L2 ADDITIONAL INFORMATION I Ildl t, , LANDSCAPE PLAN SCALE 1"=30' 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. `W 3-BS� 5-AWS �11 . ---1-HL i i 4 I J -_--S-GLS -- 2-SS „ 0 30 60 90 SCALE IN FEET WA11110si ,1-HL --- 5-GLS PLANT LEGEND OVERSTORY DECIDUOUS TREE EVERGREEN TREE SOD -ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH 0ROCK MULCH IN SHRUB BEDS- DRESSER TRAPP 10O 00 SHRUBS/ PERENNIALS F-1 ROCK #817, 11" MODIFIED, GREY/BLACK IN COLOR ORNAMENTAL TREE BY DRESSER TRAP ROCK INC., DRESSER, 0WISCONSIN. 715.483.3216 IIIIII 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. VA OFF -SITE. I POSE OF ALL REMOVALS 0 VA S P IMPROVEMENTS WITH REMOVALS AND SITE WORK" CONTRACTOR TO D 2 VERIFY ALL LANDSCAPE 3. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 4. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. 5. ROCK MULCH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, '%" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER FABRIC, FREE OF ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. 6" SODDED AREAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL SODDED SLOPES 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL 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 COMMERCIAL GRADE VINYL EDGING, "EDG-KING" BY OLY--OLA, OR APPROVED EQUAL, ANCHORED 4' O.C. WITH METAL SPIKES. 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 DFAD 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— LOT 1 KEY QTY. COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS SO 10 SWAMP WHITE OAK QUERCUS BICOLOR 2.5"CAL" B&B FULL, RO 4 NORTHERN RED OAK QUERCUS RUBRA 2.5"CAL. B&B STIR. LEADER, GA 9 BERGESON GREEN ASH FRAZINUS PENNSYLVANICA 'BERGESON' 2.5"CAL. B&B NO 'V' JT 3 JAPANESE TREE LILAC SYRINGA RETICULATA 2"CAL. B&B CROTCH DBH 74 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 18" WD. JDW 20 JIM DANDY WINTERBERRY ILEX VERTICILLATA 'JIM DANDY' 30" MIN. HT. #5 CONT. AWS 140 ANTHONY WATERER SPIREA SPIREA BUMALDA 'ANOTHONY WATERER' GLS 1,35 1 GROW -LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' 18" WD. FULL FORM TO GRADE BRJ 24 BUFFALO JUNIPER JUNIPERIOUS SABINA 'BUFFALO FQS 81 FAIRY QUEEN SPIREA SPIRAEA TRILOBATA 'FAIRY QUEEN' 30" MIN. HT. CIVIC 18 GREEN MOUNTAIN ALPINE CURRANT RIBES ALPINUM 'GREEN MOUNTAIN' BMO 40 BLIZZARD MOCKORANGE PHILADELPHUS LEWISII MAJ 15 MANEY JUNIPER JUNIPERUS CHINENSIS 'MANEYI' KFG' 14 KARL FOERSTER REEDGRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 18" WD. #2 CONT. DAY 10 PARDON ME DAYLILY HEMERCALLIS 'PARDON ME' t 3-BS 5-AWS PLANT SCHEDULE — LOT 1 BUFFERYARD CODE QTY COMMON NAMEAATIN NAME SIZE ROOT REMARKS THORNLESS HONEYLOCUST vor. Inermus 2.5" HL 10 Gliditsio triacanthos 'Sk cole CAL. FALLGOLD ASH 2.5" FA 20 Fraxinus nigra 'Fallgold' CAL. LITTLELEAF LINDEN 2"5" LL 0 Tilia cordota CAL. STRAIGHT BLACK HILLS SPRUCE 6' BS 11 Picea lauca densata HT. ER ANDFULL CROWN WHITE PINE 6 WP 19 B&B Pious strobus HT. A 6 ' AP 5 Pious mg,ra HT. AMUR MAPLE 1.5" AM 19 Acer ginnala CAL. SPRING SNOW CRAB 2.5" SS 14 Malus 'Spring Snow CAL. QS FAIRY QUEEN SPIREA 5 46 S Ira a tril bats 'F ity,QLLee GAL CONT. FULL FORM GLS GROW -LOW FRAGRANT SUMAC 5 35 RHUS AROMATICA 'GRO LOW' Z GAL TO GRADE WS WATERER SPIREAA 207ANNY BUMALDA 'ANOTHONY WATERER' GAL QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR To VERIFY QUANTITIES SHOWN ON THE PLAN. SCALE IN FEET SMI Project Number: 62641-050 ARCHITECT: r UW� AN Na ARCHITECTS AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL: info@houwman.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 Plymouth, Minnesota 55447 Elk River, Minnesota 55M T 763-746-1600 T 763-241-0108 F 753-746-1699 F 763-241A351 www ochoellmadson can 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: 07/13/2006 Reg. No. 26980 Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY LANDSCAPE PLAN REVISION DATE 1 ,OWNER/ CITY REVISONS 7.31.06 AND We ey I�/ _ JOB# DATE DRAWN CHECKED L1 6-14-06 JJ JB IIIIII RAIN GARDEN NOTES 1. SEE LANDSCAPE PLAN AND DETAIL SHEETS FOR OTHER PLANTINGS AND GENERAL PLANTING INSTALLATION. 2. PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN WATER GARDEN AREA SIDESLOPES. BLANKET TO BE ONE SEASON GEOGUTE, MNDOT CATEGORY 2(STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. 3. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA(NO FILTER FABRIC). 4. 501L PROFILE OF THE RAIN WATER GARDEN AS INDICATED ON DETAIL. DRAINTILE TO BE AT BOTTOM OF PROFILE AND CONNECTED TO STORM SEWER SYSTEM. COMPACTION AND/OR SOIL EROSION IN THE RAIN GARDEN SOIL PROFILE IS NO' - ALLOWED. REMOVE AND REPLACE AS NEED TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 5. INSTALL IN ACCORDANCE WITH CITY, WATERSHED, AND/OR LGU REQUIREMENTS. 6. PROVIDE A 2 YEAR WARRANTEE FOR PLANT MATERIAL UPON PROJECT SUBSTANTIAL COMPLETION. IIIIII RAIN GARDEN PLANT LIST CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS BNS 163 BONESET PLUG SEEDLING PLANT 18" O.C. Eupotorium perfoliatum BASE BFG 394 BLUEFLAG PLUG SEEDLING PLANT 18" O.C. Iris versicolor BASE BES BROWN —EYED SUSAN PLUG SEEDLING PLANT 18" O.C. 219 Rudbeckio subtomentosa BASE / SIDESLOPE SWG 191 BUTTERFLY MILKWEED PLUG SEEDLING PLANT 18" O.C. Asclepias tuberosa SIDESLOPE GOA 222 GOLDEN ALEXANDERS PLUG SEEDLING PLANT 18" O.C. Zizio aurea SIDESLOPE JPW 151 RED CARDINAL FLOWER PLUG SEEDLING PLANT 18" O.C. Lobelia cardinalis BASE CAT 86 SALLOW SEDGE PLUG SEEDLING PLANT 18" U.C. Carex lurida BASE ROD RED —OSIER DOGWOOD 18" #2 CONT. PLANT 5'-0" O.C. 9 Cornus sericea HT. BASE BCB 15 BLACK CHOKEBERRY 18" #2 CONT. PLANT 5'-0" O.C. Aronica melanocarpa HT- BASE / SIDESLOPE HBC 24 HIGH BUSH CRANBERRY 18" #2 CONT. PLANT 5'-0" O.C. Viburnum trilobum I HT. SIDESLOPE QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 5—HBC <3<<2—CAT 43—BES- 40—BFG — 46—SWG — 40—BNS 81—BFG 26—GOA — 46—JPW 31—SWG — 37—BFG 31—BNS — 5—BCB — IN INE I � I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 o� L(n 1 V J I —113—BES T 1 I--20—GOA I 1 ---4-11—BES 1 I 1 I 1 ---4-17—GOA 1 1 RAIN GARDEN A- ENLARGEMENT SE SCALE 1"=10' \ 4—'IBC \,�43-BES 29-CAT 36-BFG 32-SWG 16-BNS 3-HBC ,=, 73-BFG 33-GOA 70-JPW — 3-Ron — 31-SWG- 29-BFG 37-BW 5-BCB 1 ZA Wall \ --- -------------t 2 RAIN GARDEN A- ENLARGEMENT SW SCALE 1"=10' I If 4—HBC 25—CAT ► / �\ 20—SWG 1 27—BFG 43—BES 11—BNS 1 O 42—BFG 3—HBC 26—GOA V3—BES o 35—JPW 3— ROD 31—SWG —11 I 20—GOA 29—BFG 28—BNS �_ \ II _h—_�►� 11—BES 5—BCB I 1 I 17—GOA I I / 3 RAIN GARDEN A- ENLARGEMENT EAST SCALE 1"=10' BACKF S MULCH w ZCIL Zo 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. 4 \ SHRUB CONT. PLANTING DETAIL N.T.S. EXISTING GRADE "T AREA \NT ACCORDING TO kNTING 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. 7 \ PLANTING DETAIL FOR STEEP SLOPES 7' ROLLED STEEL POST (Mn/DOT 3403) OR APPROVED EQUAL 16" LONG POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1 AVE. AMOUNT OF 1/2 " WIDE STRAPS. WATER PER DOUBLE STRAND 14 GA. WIRE PLANT TYPE APPLICATION (GAL.) WRAP TREE TO FIRST BRANCHING W/ APPROVED TREE MACHINE TRANSPLANTED 50-100 WRAP. START AT BOTTOM. TREES (3" CALIPER+) 3' DIA. RING W/ 4" DEPTH MULCH BALLED & BURLAPPED 20f PLANTING SOIL TREES FINISHED GRADE BARE ROOT TREES 15f ROLL BACK BURLAP 1/3 OF ROOT BALL AND REMOVE ALL BALLED & BURLAPPED 10f TWINE AND WIRE. SHRUBS UNDISTURBED SOIL OR COMPACTED BACKFILL BARE ROOT OR 7f JILaL rwia IV BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE CONTAINER SHRUBS SECTION OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. WOODY SEEDLINGS 4i REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. 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 LIMITS OF PLANTING HOLE NOTE: BE VARIED CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS STAKING/GUYING IS NOT ANTICIPATED THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE IN THE �— LIMITS OF MULCH TO BE REQUIRED, NOR IS IT ROOT ZONE OF NEW PLANTINGS MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE i DESIRED. BUT IF STAKING/GUYING GROWING SEASON FOR THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE � \ LIMITS OF ROOT SYSTEM BECOMES NECESSARY, AS REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE MADE BY THE DETERMINED BY THE ENGINEER, THE CONTRACTOR. �\ GUYING SYSTEM STAKING/GUYING SHALL BE DONE IN _ ACCORDANCE WITH THE STANDARD 2) THE CONTRACTOR 13 ADVISED THAT THE WATERING GUIDELINES ARE NOT REQUIREMENTS POST TREE STAKING/GUYING DETAIL. 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. PLAN VIEW 5 TREE PLANTING, STAKING/GUYING DETAIL g WATERING GUIDELINES N.T.S. ANTI—WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) VARIES, SEE GRADING ON SIDESLOPES OF 3H:1V OR GREATER- ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH FINISH GRADE FINISH GRADE THROUGHOUT. 36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS AND TILL 6" DEPTH INTO NATIVE SOILS. FINISH GRADE / —70% SAND, (5% PASSING THE #200 SIEVE, AND A MAXIMUM OF 60% PASSING THE #40 SIEVE.) —30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) NOTES: 1. PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN /� SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH / _ \SLOPED SUBGRADE ENGINEER/LANDSCAPE ARCHITECT. 2. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 24 HOUR SECTION 4" PVC CONTECH A2000 SLOTTED DRAINTILE, PERIOD, UNLESS DESIGNED OTHERWISE. SEE STORM SEWER PLAN FOR CONNECTION. 3. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND COARSE FILTER AGGREGATE(MnDOT 3149.2H) OBTAIN APPROVAL BY ENGINEER/LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION OF PLANTS AND MULCH. GEOTEXTILE FABRIC —TYPE II(MnDOT 3733), 12" DIA. MIN. OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. NEENAH R-2561 BEEHIVE CASTING & FRAME, FINISH GRAnF I L I ��VERIFY WITH STORM SEWER PLAN N.T.S. DRAINTILE/ OVF-RFLOW SECTION 4" DRAINTILE CONNECT TO STORM SEWER OR DAYLIGHT ILL, RAIN GARDEN- ENLARGEMENT N.'1'. 5. A R C H I T F C i.; AN AFFRYAM AC110114, EQUAL 0PP0117UNITY EIPLOYM 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E—MAIL infoahouwman.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 rhird Street NW, Suite 100 Plymouth, Minnesota 55447 Elk River, Minnesota 55330 T 763-746-1600 T763-241-0106 F 763-746-1699 F 763-241-Ml w .schcellmadwn=m 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. I Kevin Teppen Date: 07/13/2006 Reg. No. 26980 Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY LANDSCAPE DETAILS REW" DAIS JOB# DAIS 6-16-06 DRAWN JK CHECKED KIT L2 SMI Project Number: 62641-050 Proposed Office /Warehouse for: 5GOPE OF PROJECT: OFFIGE/WAREHOUSE BUILDING CONSTRUCTED OF: ARGHITEGTURAL GONG. BLOCK / STEEL BAR J0I5T5 - STEEL ROOF DEGK - 5ITE WORK / GRADING OF SITE / ASPHALT - LANDSGAPING. THI5 SET OF PLANS 15 FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT GLARIFIED BY MANUFAGTURER, PERFORMANCE REQUIREMENT5 OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL GONTRAGTOR AND THE OWNER. ANY DI5GREPANGIE5 BETWEEN PLANS AND FIELD CONDITIONS WHIGH REQUIRE THE CONTRACTOR TO GHOOSE ONE METHOD, DIMENSION, OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARGHITEGT, BEFORE WORK 15 STARTED, FOR GLARIFIGATION. ARGHITEGTURAL 5ITE PLAN DRAWINGS: SUBMITTAL (6-16-06 SITE I PROJEGT INFORMATION Al OF 4 LIGHTING PLAN AI.I OF 4 FLOOR PLAN A2 OF 4 EXTERIOR ELEVATIONS A3 OF 4 CIVIL DRAWINGS 5GHOELL MAD50N 763-746-1600 (FAX) 746-169G 15050 25RD AVE. N. PLYMOUTH, MN 55447 PRELIMINARY PLAT GI OF 6 GRADING PLAN G2 OF 6 UTILITY PLAN G3 OF 6 DETAILS G4 OF (6 LANDSGAPING PLAN G5 OF 6 DETAILS C6 OF 6 MEGHANIGAL / ELEGTRIGAL DRAWINGS: BY DESIGN -BUILD 5UBGONTRAGTORS - COORDINATION BY G.G. Chanhassen West Business Park Addition poll WJIV r ^y,..va e.•':�i °.•;`o��rve :;.V�,O� Tit �•• .,.°' .it.'' W�:+�+"•'•'� s pep-�I+,,. 3, • ,, 1W 'ems ,°... I- 'o°�. e ii e e •, :r �.,+° •oe f',v •eo �-�s '•sa°G.�s .; a (��s •aetie •: ° jfw e . veroll Site Flon no 5r-ole CITY OF CHANHASSEN SITE REQUIREMENTS PROJECT SITE: TOTAL SITE- 322,447 S.F. GREEN SPACE- 101,334 S.F. / 31% COVERAGE HARD SURFACE (BLDG B ASPHALT)- 222,OG0 S.F. / 6G% COVERAGE PRO,JEGT SETBAGKS: WE5T PROPERTY LINE - O'TO ASPHALT NORTH PROPERTY LINE - 100' TO BUILDING B ASPHALT SOUTH PROPERTY LINE - O' TO ASPHALT EAST PROPERTY LINE - 50'-0" TO ASPHALT PARKING REQUIREMENTS: TOTAL S.F. = G9,45& S.F. APPROXIMATELY 1/3 OFFICE, 2/3 WAREHOUSE 35,153 S.F. OFFIGE / 1000 S.F. X 5 = 166 STALLS 66,305 S.F. WHSE. = I STALL FOR EAGH OF THE FIRST 10,000 S.F. = 10 STALLS, 56,305/ 2,000 = 2,5 STALLS. TOTAL 3b STALLS TOTAL PARKING REQUIRED 204 STALLS TOTAL PARKING PROVIDED 15Q STALLS - OF WHICH / 6 REQUIRED TO BE H.G. AGGE55IBLE STALLS. / 6 ARE SHOWN 41 PROOF OF PARKING STALLS i LOW PROFILE 3' TALL ROOF TOP UNIT - PAINT TO MATGH GOPING COLOR SET ROOFTOP UNITS NEAR IST ROW OF COLUMNS 41'-8 TO COLUMN �t N NORTH h G tl e YYl G t G Site Plan NORTH GENERAL NOTES: p I. REVIEW CIVIL DRAWINGS FOR GRADING 8 UTILITIES 5ca1e: I" = 30'-0" 2. TRASH TO BE SET INSIDE OF BUILDING 3. POURED GONG. GURB 8 GUTTER AROUND ALL ASPHALT AREAS WITHIN PROPERTY. 30'-2" BLDG. HOT. LANDSGAPING MOUND SET G' TALLER THAN THE FINISH FLOOR IN THE BUILDING - SET OUT APPROXIMATELY 50' 5ITE LINE FROM 6' HEIGHT LOW PROFILE 3' TALL ROOF TOP UNIT - PAINT TO MATGH GOPING GOLOR SET ROOFTOP UNITS NEAR IST ROW OF GOLUMN5 E5'-6 TO COLUMN 4. ASPHALT DESIGN PER GIVIL ENGINEERING DRAWINGS. 5. 51GNA6E TO BE REVIEWED VI/ OWNER. 6. SITE LIGHTING SHOWN ON SHEET ALI. 30'-2" BLDG. HOT. SITE LINE Lu SET RETAINING WALL ALONG THE EAST SIDE OF THE PARKING AREA - N SEE GIVIL PLANS FOR LOCATION ARCHITECT: OUWMAN AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Thud Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639.9726 E-MAIL: info@houwman.com Y CERM THAT THIS PLAN, SPECIFICATION OR WAS PREPARED BY ME OR UNDER MY DIRECT ISION AND THAT I AM A DULY REGISTERED rr UNDER THE LAWS OF THE STATE OF mm HOUWMAN IATION NO. DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT fALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: WF WAYTEK INC. IUALITY ELE.tTRICAL 1WIRINO SUPPLIES Construction Bid Set 7-10-06 ION DATE nadc Design 6-5-06 an submittal 6- 16-06 inarY Design 6-27-06 JOB# 5ITE LINE FROM (b' HEIGHDATE CHECKED 00513-00-00 5-12-06 BH BH NE OF SIGHT DETAIL SCALE: 1/16' - T-0' 7 10070 PROPERTY LINE AGAINST RESIDENTIAL ON THE NORTH LINE OF SIGHT DETA SCALE: 1/16'- T-O' IL Q R 120' +/- TO PROPERTY LINE ® GALPIN BOULEVARD SITE PLAN AI 12" p v[wac an. 15T AGGES516LE STALL TO acwve�n BE "VAN" AGGE551BLE a .D TO $200 Fve qb" HIDE. ALL OTHERS FOIZ vIoI MAY HAVE 60" HIDE m AGGESSIBLE LANE. VAN IV ACCESSIBLE WLU T-z SIGNS TO BE MOUNTED w O Q W AT EAGH DESIGNATED m i 0-Q AGGE551BLE PARKING - O = W P O STALL WITH PREFINI5HED .p ot In METAL POST BURIED 2 " MINIMUM OF 3'-0" W TZ O O .C. SIGN DETAIL SCALE: 3/4- - T-O- SET PIPE BOLLARD ON THE GORNERS OF THE STAIR HANDRAIL EXTET ON ONE SIDE OF 4 DOCK STAIR PLAN A7.1 SCALE:1/4- 4-V PREFIN15HED METAL L16HT POST $ FIXTURE -ELEGTRIGAL DESION/BUILD SUBCONTRACTOR TO COORDINATE SELEGTION OF LIGHT FIXTURE 24" DIA. POURED GONGRETE BASE EXPOSED CONCRETE 6" DIA STEEL PIPE - FILL H/GONG. $ ROUND THE TOP - PAINT SEAL AROUND PIPE TO ADJAGENT SURFACE b" GONG. FOOTING IPE BOLLARD DETAIL SCALE:1/2' - T-V LINE OF 6T (9 II" = 5'-6" BUILDING II" MIN. TREAD 5'-0" �J Ib" X 12" STRIP FOOTING CLOSED RISERS (TYPICAL) 7 MAX RISER SHOE -BOX STYLE LIGHT FIXTURE H/REFRAGTOR LENS, GAST LIGHT DOHNHARD F7�T 5 DOCK STAIR SECTION A1.1 SCALE:1/4' 4-0' ASPHALT PARKING 4 DR I VEHAY 3 CURB CUT DETAIL A11 NO SCALE II/2" O.D. PAINTED STEEL TUBE RAILS 21" MAX. SPACING OF RAILS CHANNEL STRINGERS 4 CONNECTIONS GRIP STRUT TREADS 4 LANDING OR APPROVED EQUAL FASTEN CHANNEL TO GONG. ELK. H/ANCHOR BOLTS PAINTED STEEL TUBE SUPPORT 12" GONG. PIER FOOTING HALL PACK -'OHT FIXTURE -ELEGTRIGAL DESION/BUILD 5UB6ONTRACTOR TO GOORDINATE 'SELECTION OF LIGHT FIXTURE WALL PACK. LIGHT FIXTURE I SCALE:1/,V • TO- N � IGHT POLE DETAIL SCALE:1/4- - T-0- LP ,�S�hemati� Site Lighting Man " scale: I" = 30'-O" CITY OF CHANHASSEN RECEIVED JUN 1 6 2006 CHANHASSEN PLAmu NG DEFT ARCHITECT: AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (far) 639-9726 E-MAIL: info@houwman.com 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION No. 22604 DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPW COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: \Vb-arvOlVrg�00'13 6ALPIN INC. bgoJa9 W . TTAYT EK INC. QUALITY ELECTRICAL WIRING SUPPLIES Site Plan Submittal 6-16-06 REVISION DATE Schematic Design 6-5-06 JOB# 00513-00-00 DATE 5-12-06 DRAWN BH CHECKED BH SITE LIGHTWG A 1 PLAN Proposed Office /Warehouse for: SCOPE OF PROJECT: OFFICE/WAREHOUSE BUILDING CON5TRUCTE0 OF: ARCHITECTURAL GONG. BLOCK / STEEL BAR JOISTS - STEEL ROOF DECK - SITE WORK / GRADING OF SITE / ASPHALT - LAN05GAPING. THIS SET OF PLANS IS FOR A DESIGN -BUILD PROJECT. ANY INFORMATION NOT CLARIFIED BY MANUFACTURER, PERFORMANCE REQUIREMENTS OR DETAILS ON THIS PLAN SET ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR AND THE OWNER. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS WHICH REQUIRE THE CONTRACTOR TO GH005E ONE METHOD, DIMENSION, OR MATERIAL OVER ANOTHER ARE TO BE BROUGHT TO THE ATTENTION OF THE ARGHI-ECT, BEFORE WORK 15 STARTED, FOR CLARIFICATION. ARCHITECTURAL SITE PLAN DRAW I NOS: SUBMITTAL 6-16-06 SITE $ PROJECT INFORMATION Al OF 4 LIGHTING PLAN ALI OF 4 FLOOR PLAN A2 OF 4 EXTERIOR ELEVATIONS A3 OF 4 CIVIL DRAWINGS: SGHOELL MA05ON 763-146-1600 (FAX) 746-161G 15050 23RD AVE. N. PLYMOUTH, MN 55447 PRELIMINARY PLAT GI OF 6 GRADING PLAN G2 OF 6 UTILITY PLAN G3 OF 6 DETAILS G4 OF 6 LANDSCAPING PLAN G5 OF 6 DETAILS G6 OF 6 MECHANICAL / ELEGTRIGAL DRAWINGS: BY DE516N-BUILD SUBCONTRACTORS - COORDINATION BY G.G. Chanhassen West Business Park Addition Verall 51te Plan no scale PROJECT SITE: TOTAL SITE- 322,447 S.F. GREEN SPACE- 101,354 S.F. / 31% COVERAGE HARD SURFACE (BLDO 6 ASPHALT)- 222,090 S.F. / 69% GOVERAOE PROJECT SETBAGKS: WEST PROPERTY LINE - O'TO ASPHALT NORTH PROPERTY LINE - 100' TO BUILDING 8 ASPHALT SOUTH PROPERTY LINE - O' TO ASPHALT EAST PROPERTY LINE - 50'-0" TO ASPHALT PARKING REQUIREMENTS: TOTAL S.F. = Gc1,45b S.F. APPROXIMATELY 1/3 OFFICE, 2/3 WAREHOUSE 55,155 S.F. OFFICE / 1000 S.F. X 5 = 166 STALLS 66,305 S.F. WH5E. = I STALL FOR EACH OF THE FIRST 10,000 S.F. = 10 STALLS, 56,305/ 2,000 = 2e5 STALLS. TOTAL 3b STALLS TOTAL PARKING REQUIRED 204 STALLS W1"5t'7t�I'd TOTAL PARKING PROVIDED 15ci STALLS - OF WHICH / 6 REQUIRED TO BE H.G. ACCESSIBLE STALLS. / 6 ARE SHOWN 41 PROOF OF PARKING STALLS LOW PROFILE 3' TALL ROOF TOP UNIT - PAINT TO MATCH COPING COLOR SET ROOFTO UNITS NEAR I5T ROY� OF COLUMNS 41'-8 TO COLUMN NORTH SG h e f'1'1 o t 1 G � 1 t e P l G n NORTH GENERAL NOTES: I. REVIEW CIVIL DRAWINGS FOR GRADING d UTILITIES scale: I' = 30'-O" 2. TRASH TO BE SET IN51DE OF BUILDING 3. POURED GONG. CURB 8 GUTTER AROUND ALL ASPHALT AREAS WITHIN PROPERTY. 30'-2" BLDG. HOT. 5/TE LINE LAN05GAPINO MOUND SET cf' TALLER THAN THE FINISH FLOOR IN THE BUILDING - SET OUT APPROXIMATELY 50' 51TE LINE FROM 6' HEIGHT LOW PROFILE 3' TALL ROOF TOP UNIT - PAINT TO MATCH COPING COLOR SET ROOFTOP UNITS NEAR IST ROW OF c COLUMNS 5'-6 TO COLUMN N 4. ASPHALT DESIGN PER GIVIL ENGINEERING DRAWINGS. 5. 51ONAOE TO BE REVIEWED W/ OWNER. 6. 51TE LIGHTING SHOWN ON SHEET AI.I. 30'-2" BLDO. HOT. SITE LINE SET RETAINING WALL --\ ALONG THE EAST SIDE - OF THE PARKING AREA SEE CIVIL PLANS FOR LOCATION ARCHITECT: IOUWMAN AN AFFIRMATNE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631.0200 (fax) 639-9726 E-MAIL: info@houwman.com Y CERTIFY THAT THIS PLAN, SPECIFICATION OR WAS PREPARED BY ME OR UNDER MY DIRECT ISION AND THAT I A.M A DULY REGISTERED :CT UNDER THE LAWS OF THE STATE OF BRIAN HOUWMAN 'RATION NO. 22604 DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPW COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: WA°YTEK INC. QUAUTY ELECTRICAL WIRM6 SUPh'IJES Site Plan Submittal 6-16-06 SION DATE matic Design 6-5-06 JOB# 51TE LINE FROM 6' HEIGH ATE DRAWN CHECKED 00513-00-00 5-12-06 BH BH LINE OF SIGHT DETAIL Q SCALE:1/16' - T-O' I 100'TO PROPERTY LINE A6AIN5T RE51DENTIAL ON THE NORTH a NE OF SIGHT DETAIL SCALE:1/16' - T-W y- 120' +/- TO PROPERTY LINE ® OALPIN BOULEVARD SITE PLAN Al 12" P"KM VEMCLE I.O. 15T AGGESSIBLE STALL TO REWNEO BE "VAN" AGGESSIBLE ® 1z To s W FINE FUR VIRRTION 96" HIDE. ALL OTHERS rci MAY HAVE 60" WIDE AGGESSIBLE LANE. VAN ACCESSIBLE ILwiz — SIGNS TO BE MOUNTED j O Q W m 7 D- Q AT EACH DES16NA-FED LU AGGESSIBLE PARKING k L m STALL WITH PREFIN15HED p (3"' METAL P05T BURIED MINIMUM OF 3'-0" z ?In _ .C. SIGN DETAIL SCAM- 3/4' - T-V SET PIPE BOLLARD ON THE GORNER5 OF THE STAIR HANDRAIL EXTEN ON ONE SIDE OF C 5 DOCK STAIR PLAN 1\1A1.1 SCALE. 1/4' -1'-0' hematiG Site Lightinci Flan " scale: I" = 30'-O" WP - SET HALL PACK LIGHT FIXTURES ON BUILDING TO LIGHT PARKING AREAS G u b" DIA STEEL PIPE - FILL H/GONG. $ ROUND THE TOP - PAINT SEAL AROUND PIPE TO ADJAGENT SURFACE 18" GONG. FOOTING PE BOLLARD DETAIL SCALE:1/2' - T-W ASPHALT PARKING $ DRIVEWAY 4 CURB CUT DETAIL A7.1 NO SCALE LINE OF bT (9 11" = 5'-b" B1ILDIN6 11'12" O.D. PAINTED II" MIN. TREAD 5'-0" STEEL TUBE RAIL5 4" 21" MAX. 5PAGIN6 OF RAILS 1'-0" II"IZ m CHANNEL 5TRINOER5 4 CONNECTIONS STRUT TREADS S LANDING OR _—GRIP APPROVED EQUAL u FASTEN CHANNEL TO GONG. BLK. ( W/ANGHOR BOLTS �—PAINTED STEEL TUBE J III SUPPORT b" X 12" IIII O 12" GONG. PIER STRIP FOOTING IIII ,� FOOTING GL05EE RISERS L) (TYPICAL) L J T" MAX RISER 6 DOCK STAIR SECTION Ait SCALE:1/4' -T-O' ARCHITECT: NOUWMAN AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN NOUWMAN REGISTRATION NO. 22604 DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361.0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: AYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES Site Plan Submittal 6-16-06 REVISION DATE Schematic Design 6-5-06 JOB# 00513-00-00 DATE 5-12.06 DRAWN BH CHECKED BH SITE LIGHTING ALI PLAN ARCHITECT: H 0 U W M A N A R C H I T I C I AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Third Street SW New Brighton, MN 55112 (651) 631-0200 (fax) 639-9726 E-MAIL: info@houwman.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA M71.rkr1r6Tw= REGISTRATION NO. 22604 DATE Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPW COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: \Vlouartv Nd.j`O 15 ®A MN MVD WA b- v q, k "'" VAV WATEK INC. QUALRY ELECTRICAL VARING SUPPLIES Site Plan Submittal 6-16-06 FLOOR PLAN SCALE: 1/I6" = 1'-0" .� � REVIS1MARDRAILLNG @ 4" O.C. DATE Schematic Design 6-5-06 JOB# 00513-00-00 DATE 5.12.06 DRAWN BH CHECKED BH FLOOR PLAN A2 ARCHTECT: A, EAST ELEVATION SCALE: 1/16" = 1'-0" ti C—I_ I-------I--_-----L—L_----- 5_—L--I=—�I------- L-------- _L----- —1-4—L--II-I-L SOUTH ELEVATION SCALE: 1/16" = 1'-0" NORTH ELEVATION SCALE: 1/16" = 1'-0" ------------ - t ----------- I- I- 11111111111111■ 1- I_ ..I �_—LII■=■II II■=■II" " II■=■II II■=■II II■=■II - - - - - - - - - - - - - - FA -__ V4EST ELEVATION SCALE: I/I6" = 1'-0" EXTERIOR FINISH SCHEDULE 0 POURED CONCRETE HALL PANEL WITH EXPOSED A66RE&ATE - RIBBED FINISH 02 POURED CONCRETE HALL PANEL HITH EXPOSED A66REOATE - 5MOOTH FINISH 03 SMOOTH BAND IN THE CONCRETE HALL PANEL 04 RECESSED SMOOTH DECORATIVE DETAIL HITH A LIGHT FIXTURE 05 INTEGRAL COLOR CONCRETE BLOCK SILL BLOCK b X & X 16 06 POURED CONCRETE RETAINING HALL WITH PAINTED STEEL PIPE GUARDRAIL 0 12' X 14' PREFINI5HED METAL INSULATED DRIVE IN O.H DOOR 0 &' X a' O.H. DOCK DOOR HITH BUMPERS E DOCK LEVELER 0 3' X -I' INSULATED STEEL MAN DOOR -PAINTED 10 ALUMINUM STORE FRONT FRAMES WITH INSULATED GLA55 II ALUMINUM WINDOW FRAMES WITH INSULATED GLA55 12 DEGORATIVE CURVED METAL BAND ® ENTRY 13 STANDARD PROFILE PREFIN15HED METAL GOPING 14 CORNICE DETAIL - PREFIN15HED METAL COPING 15 PAINTED STEEL STAIR WITH 1-1/2" :P TUBE RAILINGS I6 PAINTED 6" DIA. STEEL PIPE BOLLARD - GORE FILL H/GONG. S DOME TOP 0 POURED CONCRETE APRON ® DRIVE-IN O.H. DOOR Ig POURED CONCRETE STOOP ® MAN DOORS Iq ARCHITECTURAL LIGHT FIXTURE 0 ARCHITECTURAL BURNISHED CONCRETE BLOCK T N\E] I [:]F I�I �� 1 �$46 �6� I 10 I2� 6 RE II�-/= L---------J-7 -T Zc If kf N 0 U W M A N A R C H I T E C T S AN AFFIRMATIVE ACTION, EQUAL OPPORTUNITY EMPLOYER 833 Thud Street SW New Brighton, MN 55112 (651) 631-0200 (fan) 639-9726 E-MAIL: info@houwman.com 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHrTECT UNDER THE LAWS OF THE STATE OF MINNESOTA NAME BRIAN HOUWMAN REGISTRATION No. 22604 DATE Developer: EDEN "FRACE LLORY COURT A"SEN, MN 55317 (952) 361-0722 FAX (952) 361.0723 PROJECT LOCATION: GALPW COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: l I \VWn+nrnOl\drqb�l3 &A PIN MVD LOTS otpjpq Ind Site Plan Submittal 6-16-06 REVISION DATE Schematic Design 6-5-06 JOB# DATE DRAWN CHECKED 00513-00-00 5-12-06 BH BH I I I �T''P I GAL ENTR'�' ELEVATION 5GALE: 1/4" = 1'-0" EXTERIOR A3 T�vTTL��v f�I V\7L rNULJI 11 1 4 S8915'58"E 442.84 F _ DRAINAGE & UTILITY EASEMENT PER THE PLAT OF CHANHASSEN WEST BUSINESS PARK i i 3 I N r 0 N 0 � I I I h I CHANHASSEN WEST BUSINESS 100 I PARK 00 r1i I I I I r� � ( i r1i / (� �^. Ln 0 to � � 1 S89.15'58"E 521.55 1 co 1 co LP e) LOA A. r — 1 _ `2 i 1 10000 Cb 6%�,DO i .�� ASEMEN��\SRP A K � �'� \ \ , v � � r % 1 �TIU gUs1 . OF ANH ASSEN WES \ PLAT 32-7.62 0 1 S79 06 25 W 1 C7 5 d j. 46 n, 461\T C7 \ 00 / v 1�2, v " �� r� cN0 W N J SECOND ADDITION a C N S (SCALE IN FEET ) • — Denotes 1/2—inch found iron monument. E U o — Denotes 1/2—inch X 14 inch set iron pipe marked by License 19839 • — Denotes cast iron monument (Carver County) No monument symbol shown on the plat indicates monuments to be set according to Minnesota Statutes and which shall be in place within one year of the filing of the plat. Bearings shown are based on the West line of Lot 3. Block 1, CHANHASSEN WEST BUSINESS PARK having an assumed bearing of S 01.20'12" W. VICINITY MAP ir NO SCALE , rx x sirE Gj GALPN CT. SEC. 15 & 16, T. 116 N., R. 23 W. Drainage and Utility Easements are shown thus: r10 — — 107 — - — Being 10 feet in width and adjoining right—of—way lines unless otherwise indicated, and being 5 feet in width and adjoining lot lines, as shown on the plat. SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS SHEET 2 OF 2 SHEETS �J 2az}G�� aoi3 W 3 2 1 ' av I y I n 171 f1 I T I\ I Li \ 7 I- rl\ LJ V I 1 1 L/ I N tOp I " ' " S89155 E m 442.84 �- �� _ DRAINAGE & UTILITY EASEMENT PER THE ' PLAT OF CHANHASSEN WEST BUSINESS PARK E OF THE NORTHEAST OF 1EAST QUARTER N 0 N N C� —7 L— rl � in `W ra 2)0 40 80 120 SCALE IN FEET LOT INFORMATION EXISTING LOT 1, BLOCK 1: LOT 2, BLOCK 1: LOT 3, BLOCK 1: TOTAL 97,735 S.F. / 2.24 AC 82,322 S.F. / 1.89 AC 257,800 S.F. / 5.92 AC 437,857 S.F. / 10.05 AC PROPOSED LOT 1, BLOCK 1: 322,447 S.F. / 7.40 AC LOT 2, BLOCK 1: 115,410 S.F. / 2.65 AC TOTAL 437,857 S.F. / 10.05 AC OWNER VOLK—MINGER PROPERTIES, LLC 8470 GALPIN BLVD CHANHASSEN, MN 55317 (9,c,2) 470-1753 DEVELOPER EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 (952) 361-0722 ARCHITECT: Ak 0 0 U W M A N A R C H I T I C T S TY EMPLOM 1159 Price Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E—MAIL infoahouwman.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 Pi"outh, Minnesota 55447 Elk River, Minnesota 55330 T 763-746-1600 T 763-241-0106 F 763-746-1699 F 763-241ffi51 www.Khoellmadson.odm 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 Reviewed By: Jerry Backman Date: Developer. EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: Vff WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY PLAT JOB# DATE 6-16-06 DRAWN JJ CHECKED JB C1 SMI Project Number: 62641-050 GRADING NOTES: 1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' 48 HOURS 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 HLL AT LOCATIONS DIRECTED BY ENGINEER, 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. 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. 8. 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. 9. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL DIMENSIONS AND SITE LAYOUT. 10. REFER TO UTILITY PLAN FOR SANITARY SEWER, STORM SEWER, & WATERMAIN LAYOUT AND ELEVATIONS. 11. 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. 12. 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 ENGINEER IF FIELD ADJUSTMENTS TO GRADING PLANS ARE REQUIRED. 13. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. 14. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL SLOPES GREATER THAN OR EQUAL TO 3:1. ALL EXPOSED SOIL AREAS SHALL HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER YEAR ROUND, ACCORDING TO THE FOLLOWING SLOPES AND TIME FRAMES: 7 DAYS (MAX) FOR SLOPES STEEPER THAN 3:1, 14 DAYS (MAX) FOR SLOPES 10:1 TO 3:1 AND 21 DAYS (MAX) FOR SLOPES FLATTER THAN 10:1. EROSION CONTROL NOTES CONTRACTOR SHALL REFER TO AND ABIDE BY OVERALL SWPPP FOR CHANHASSEN WEST BUSINESS PARK. CONTACT CARVER COUNTY SOIL & WATER CONSERVATION DISTRICT AT 952-442-5101 FOR TRANSFER INFORMATION. 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. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 4. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY AND WATERSHED DISTRICT PERMITS 5. 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. 6. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 7. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. B. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 9. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS 10. STREET CLEANING OF SOIL TRACKED ONTO PUBLIC STREETS SHALL INCLUDE DAILY STREET SCRAPING AND STREET SWEEPING AS NEEDED. 11. RIP RAP MUST BE INSTALLED AT ALL CURB CUTS WITHIN 24 HOURS OF PAVING. PROVIDE 10 CY OF CLASS IV RIP RAP AT EACH CURB CUT TO BOTTOM OF BASIN. COORDINATE INSTALLATION WITH RAIN GARDEN CONSTRUCTION. WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). `W n no e 0 30 60 90 SCALE IN FEET LEGEND ARCHITECT 100WMAN is A R Cann IT F CT S M AFFRMAM ACMK EQUAL 0PPCR7UNRY EMPLOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL infoahouwman.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suits 100 PI th Mi esota 55447 Elk Ri Mi nesota 55330 DENOTES BOUNDARY LINE rver, 763- 60 1 T 763-746-1fi00 T 7fi3-241-0108 F 763-74G16N F 763-241-6351 - - - - - - - - - - - DENOTES DRAINAGE/ UTILITY EASEMENT www.s0hcellmadson.com ------2 DENOTES EXISTING CONTOUR I hereby certify that this plan was prepared 998 DENOTES EXISTING DESIGN CONTOUR by me or under my direct supervision and that I am a Licensed Professional Engineer - - - - - 998 - - - - - DENOTES PROPOSED CONTOUR under the laws of the State of Minnesota. 9<i DENOTES FUTURE CONTOUR Scott Ham - ..,•...w... DENOTES EXISTING STORM SEWER 13394 Date: Reg. No. << DENOTES PROPOSED STORM SEWER Reviewed By: Jerry Backman Date: ___ I DENOTES PROPOSED WATERMAIN • • • • • . • • DENOTES PROPOSED TIP -OUT CURB Developer: - 0 0 0 0 0 0 0 0 0 0 0 0- DENOTES TYPE I EROSION CONTROL SILT FENCE EDEN -OOOOOOOOOOOOOOOOOOOG DENOTES TYPE II EROSION CONTROL SILT FENCE DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE TRACE DENOTES PERCENT OF GRADE 8156 MALLORY COURT x 910.5 DENOTES PROPOSED SPOT ELEVATION CHANHASSEN, MN 55317 DENOTES FUTURE SPOT ELEVATION (952) 361-0722 DENOTES FUTURE BUILDING FAX (952) 361-0723 DENOTES PROPOSED BUILDING DENOTES PROPOSED RAINGARDEN DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB O DENOTES EXISTING SANITARY MANHOLE PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN 6 DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT Project Proposed to: N DENOTES PROPOSED GATE VALVE VAT WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY GRADING PLAN REVOM DALE JOB# DATE 6-14-06 DRAWN JJ CHECKED JB CL SMI Project Number: 62641-050 CONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT DIMENSIONS AND LOCATIONS. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" & 8" WATERMAIN SHALL BE C-900 PVC CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. OR 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 C900. BEFORE BEING PLACED IN SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MINNESOTA DEPARTMENT OF HEALTH. 6. SANITARY SEWER SHALL BE 6" PVC-SDR-26 UNLESS NOTED DIFFERENTLY. 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 DUAL WALL HDPE PIPE, RCP, OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3290-L WITH CURB BOX OR NEENAH R-1642 WITH TYPE "C" GRATE IN PAVEMENT AREAS OR APPROVED EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE NEENAH R-1642. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A MAXIMUM OF 4 ADJUSTMENT RINGS. 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% STANDARD PROCTOR IN THE UPPER THREE FEET. 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE 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 UTILITY CONNECTIONS TO EXISTING LINES. 13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 14. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. 15. INSTALLATION OF THE PRIVATE UTILITIES FOR THE SITE WILL REQUIRE PERMITS AND INSPECTIONS THROUGH THE CITY'S BUILDING DEPARTMENT. LEGEND DENOTES BOUNDARY LINE - - - - - - - - - - - DENOTES DRAINAGE/ UTILITY EASEMENT -- mm••=w «--e �= DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES FUTURE STORM SEWER <' DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES FUTURE WATERMAIN - •--- --- - - - DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES FUTURE BUILDING DENOTES PROPOSED BUILDING DENOTES PROPOSED RAINGARDEN DENOTES EXVSTING FES 4 40 DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB 0 DENOTES EXISTING SANITARY MANHOLE -6- DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT H DENOTES PROPOSED GATE VALVE WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. BENCHMARK 1. MNDOT control monument JON MNDT along west side of HWY. 41. Elevation = 1027.44 feet (NGVD-1929). 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). M )TC'" F 0 30 60 90 SCALE IN FEET STMH 1 CONSTRUCT ON TOP OF EXISTING 33" STUB. CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION RIM=960.46 INV=953.25(SE) INV=952.50(SW,E) CONNECT TO EXISTING 8" WATER STUB •MN• C OUT I COIN CTPtO EXISTING WATER STUB \ J i o \; 4,„ HYDRANT 6" VALVE - - - - 1 DRAINAGE & UTILITY EASEMENT PER THE PLAT OF CHANHASSEN WEST BUSINESS PARK 63'-15" RCP CL5 ® 0.50% 6 "-45' BENDS GCB 4 V RIM=957.55 V INV=954.48(E) INV=954.28(S) 0 0 0 a V 00 I 62'-15'1 RCP CL5 ® 0.50% CBMH 3 RIM=957.55 INV=954.1 1(E) INV=953.51(NIS) 1 6"-22.5' 0 u� BEND o 15" PLUG END 5' FROM BUILDING INV=954.80 E.E.E.=963 15" PLUG END 5' FROM BUILDING INV=954.42 U 0 �V N I o CBMH 2 RIM-957.55 INV=953.76(E) 15" PLUG INV=952.76(N,W) END 5' FROM BUILDING �6"-22.5' BEND INV=954.07 HDPE ® <<% << 106-30 62'-15" RCP CL5 44 CONNECT TO EXISTING 6" ®0.50% SANITARY STUB INV=950.01 ' < 170'-6" PVC SDR26 p 1.07 6" PLUG < INV=951.71 o. 8"-22.5 END 5' FROM BUILDING 1 BEND ry8„x6„ - 1 Q TEES � I I ® PIV o HYDRANT 8" PLUG 0 END PIPE 5' 6" 22. ' 6" VALVE BED FROM BUILDING �- . I I V I 6"-45' BEND < 18 8" Hg CBMH 5 < 0. 09; RIM=961.20 INV=953.9 I<------� I e HYDRANT 6" VP 5"-45' BENDS 0 t CB 9 RIM=960. INV=958.1 I I I ti I I 1 g I•� UO UI HYDRANT ® 6ALVE --- o x I TEE N10 I - I I o I V V 1 CU B CUT l I - I HY RA "FI-F71 6" AL E I I I -CBMH 6 RIM=959.80 PE 0,60% << INV=954.89 I I r1 Iti r' 15"L ..' RAINGARDEN I I a n ; C ® CBMH 8 I IM=960.50 I ;1 - O I�1V=956.57 Zo , I I II I I 6"-90' BENDS I 1 I I li CBMH 7 I RIM=961.25 I INV=955.95 1 I 1 'I I� 1 9I%�) ARCHITECT 0 0 U W M A N an ARCHITICTb AN AFFWIAIK ACTION, EQUAL OPPORTUNITY EMILOYER 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL infD0ouwrnan.com Schnell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 Plymouth, Minresota 55447 Elk River, Minnesota 55330 T 763-746-1600 T 763-241-0108 F 763-746-1699 F 761 www. schodimadsan.com 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 Reviewed By: Jerry Backman Date: -- Developer. I EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 E (952) 361-0722 h FAX (952) 361-0723 1 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: 4 WAYTEK INC. QUALMY ELECTRICAL WIRING SUPPLIES _,..., PRELIMINARY UTILITY PLAN REMSTON DATE JOB# DATE 6-16-06 DRAWN JJ CHECKED JB C3 SMI Project Number: 62641-050 SEDIMENT TRAP AS MANUFACTURED BY 3' 0" 24"x36" slab opening for Neenah WIMCO,LLC.SHAKOPEE, MN., �'� NOTE: 3067-V or equal 6'ma L._A•spoeing ESS BROS.,LERETO, MN. OR SIMILAR f s�� mountable curb @Gutter to be tronskloned - V Grate Shown 2- R Grate Shown shall ® �t into a 8618 type at catchbosln. . used at all low points. r 11 r-Steel T Posts 24" in ground Zip Ties cP IFl eTONc AND cTAuppRDc DESIGN LOADS Calchbasln Frame & Grate Neenah R-3067-V or equal j 11 0 I f NOTE: 1- L Grate shown 2- R Grates shall be used at all low Nate: Also uxxw��SiMU nON. M D)mON. A DWABIS AXIS WIDOW LOAD „/" with L Grate R,/ O points. / Silt fence per MNDOT specifications, source 2000, "" '+( _ Awl M ,eTYw WELD'"` ODE a sTFD . D,.I-9W. WattER FONDR n/e 29 CM 19'18 -OSHA SAFETY AND HEALTH SFAXDAROW WATER RPW MTE (THPOIKH ME FF FILTER) o.To7 an a s• heed gate' � �rl'"' �- Face of Curb N I / / Pp Op machine sliced woven M1ne, MNOMUTA OVERROw PATE 5.9p ate O 15 head �i A / Direction of Flow Neenah Requal. casting and monofilament, 36"wide fastened to grate or equal. 1"-2"WASHED ROCK steel T-Posts with 3(501b) tensile +'`�� 4ad+� Nag catchbosln to be depressed f' In Minimum of 2 maximum of 5 strength plastic zip ties per MODEL#CG23 "� g $`r. below design gutter line grade. PLAN 3" Radius Pi� _� concrete adjustment rings with full T-Post. (Machine sliced) 6' Min. Depth of sift A Neenah R3067-R shall be used at all low points. 6" Conc. collar beds of mortar. 7S fence embedment. Catchbosin casting � concrete or HDPE adjusting rings. 0' i J CONTROLS and grate NeenahPrecast 'co FENCE- TYPE 1 DEFECTOR %ATE sarmoantable concrete R3067-V or equal 3" box. Grate to be 2" below ° 6" precast reinforced concrete slab. ( N FN anaiRwo 1 - CENTER of nuT s ASSEMBLY Curb &Gutter 2 Long No ca e radius curb gutter grade. 5' transition each Vari s a 12" 16" Top of barrel section below top slab �TFIe o o OMERn z - TOP OF CUB Box 0O - x4-6o' Rebars Each way side of catchbasin. to have flat top edge sealed with S Tjy Precast 2 Ramnek ,o' nLTER wssBMeLr concrete or beads of or equal. 6"MIN.DEPTH FOR ROCK HDPE adjusting rings. To of Curb P Varies All joints in manhole to have 10"MIN.DEPTH FOR WOODCHIPS (yO.Q 00 �O o 0 o Note: Varies � � 4'-0" Typ. "0" ring rubber gaskets. O C Cyr r Type 2 sift fence is the some as type I with hay bales installed as per detail aam Minimum of 2-2", 6 1/2" Varies � Precast concrete section AS, N \0-(N Type 2 to be used to protect all wetlands. .,, maximum dj 5-2" concrete adjus ent 24" x 36" z s" Manhole steps, Neenah R1981J or t� rings allowed with 1/4" Precast 3' minimum L5=" To equal, 16" o.c., Aluminum steps approved. 18" MINIMUM CUT OFF BERM M\\J 30 Steel T Posts 24" in ground -. 0 5' Min. Transition 5' Min. Transition o to 1/2' bed of mortar TO MINIMIZE RUNOFF FROM SITE . A.• 'y c 'm c 0Q. between each and a 6" thick concrete collar 3" Grout Doghouses shall be grouted on both FILTER FABRIC a Top w Curb of 2,• w on the outside. �6" the outside and inside. 6' CG-]31K1 m NOTE: -- --- --- '- Hay or Straw Bales Doghouses shall be Q ° a0 No block structures are allowed. - - - ... .. W "-�, --- - ' ::--'' �.' �• • -. + _ Teo Woof stake drexn tlsalgh this 15' to 2.0- nh. tl,e grouted on both the Inside and outside. SEC'nON Zip Ties - .'"+ - Bde9 m x recesses 6' eeMe qme Bales are to be bell win a non-Degrodawe uauwi°'. Fes"" NOTE: Design gutter line grade J 2 - #4-60" LONG Rebars Each way NOTES: o I s Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for depth than 14', NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROOK _ Clean filter media after each rain event and replace if filter is clogged with Frame &Casting 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. i7--�-I6" each 4' of greater TO STOP MUD MIGRATION THROUGH ROCK. EMON OONTROL FENCE sediment. Remove debris sediment from receptacle after each rain event. / P ��++�C • SECTION A -A No Scale 2. Casting to be totally encased 3. No block structures are allowed. 4. No wood shims are permitted in concrete curb section. in the adjusting rings. I A - and reinforce with 6%6" 10/10 mesh SEMI1��/ryy�� 1 N No drain holes CITY OF ROCK CONSTRUCTION CITY OF SILT CITY OF CATCH BASIN SEDIMENT TRAP CITY OF CHANHASSEN CURB CONSTRUCTION CITY OF CHANHASSEN BABN ---CATCH DAM CITY OF CHANHASSEN CATCH BARN MANHOLE CHANHASSEN CHANHASSEN E CHANHASSEN AT CATCH BASH TM 8UW p�A� RG.S!-nl 1-06 :):,'.... '>'A... ...... R!t'.'SI".},1-04 W"n, ..•... ...._ REVISED: 1-06 DATE : �.4 PLATE NO.: 5302A wnlSF'.):1-06 ...... 'o:A... ...... RP:".S!ED: 1-06 ,..... 'T:A... ...... RO.I..SF. YN� ... rr sI3935301 RZE,A3935300 FIE NAME: u.v" ' .n.•.,; .....c. .: •...N... Se3_3104 6" Distance to variable w Y WATER DROP LID Tyler No. 6860 7.5' Minimum cover required over to of water main. P B 4 See City Plate No. 3107 for riprop placement. 1/2"r w F 0 Ow ud Mueller NO. H-10361 1 3"r 1/2"r Tap Bituminous Material r- w vJ w m g, Bibby -Ste -Croix No. B-5160 V82600W PROVIDE VALVE STEM RISERS o w H Sigma No. TO WITHIN 6' OF THE SURFACE �- tO sloe P 3 4" per ft Ln to w < w z i IF THE DISTANCE FROM RIPRAP N OOf 2 = THE TOP NUT OF THE VALVE TO „) n NT �18 w r 0 THE SURFACE IS GREATER THAN 8'. \ Concrete Curb and Gutter J U 3 $ Grade A 0 A Anchor Clip 10 > ar W_ >- O .-• J x 00 '.;:-_ o o a 0 a 00 z r. TOP � Adjust top to 3/4" below N .-' O >, u- w w ] F ¢ o 'NW ,L w N i0 W < <\ wm MINIMUM 6" OF COMPACTED SAND 1 PROPOSED SEWER Tyler Mueller Bibby -Ste -Croix No. 6860 No. H-10361 No. VB502 26" 26" 27" grade. Box to be set to provide 12" of adjustment. ->r. 6" Distance to rL wriable t/2"r 3•r 1 /2"r To Bituminous Material P 3 O > O `- a z i o rF0 ¢ m > In N cV N ¢ o m a rc o F zwJ w $ a Sigma No. V6630G $igm0 NO.V6630 Tyler No. 6860 1 o a ,-. x = w 0 o: < 3 18" MIN. Mueller No. H-10357 4 B slopeT p" k �72 < o rc < o a o ,. SEPARATION EXTENSION Bibb Ste B-5001 Tie lost 3 pipe joints. 3 pw w 0 a f 3 i¢ �;�+�;•:•.;.. .�'?hw;,;�:r.� :_.+ C 14" y -Croix 5D Use 2 tie bolt fasteners - ' '�•'- w Concrete Curb and Gutter NOTE: +� c m m rw N z o a ix y< < �_� awo ' .>r '• ._„;.of , ."� .^. �;,; Tyler yi No. 58 No. 59 18" 24" Gate valve box, screw type, W 3 piece, 5 1 4" shaft, size ,� RIPRAP REQUIREMENTS PIPE DIA. RIPRAP REQUIRED per joint. Install at P 60' from to or bottom P • f For Use Onlywith Private Driveways, y"'' C) _ °) N y" v1 N") `n �zx o �; :-r-i+!<='a..:� 3" STYROFOAM No. 60 14 G box, T-6 extended, 12" TO 24" B to 12 CY CL.3 p� �y T.,iE� �� fi" of pipe. 9' 12' Parking Lots, or Medians. >- E E w o w K z a m w O z w < 3 z 0 Z Q0 INSULATION Mueller No. 58 No. 59 20" # 6 round base 27" TO 33" 14 to 20 CY CL.3 GRANULAR FILTER REQUIRED a ¢ a z io o =1 ui Bibby -Ste -Croix 36" TO 48" 23 to 38 CY CL.3 UNDER RIP RAP AND 2 ¢ 'XVW ,S'L Tax = a V8520 No. 57 9" GATE VALVE ADAPTER: 1/4" 54" AND UP 62 CY and u CL.4 LAYERS OF 50OX MIRAR P Provide 3 anchor clips to fasten o 00 r 0 w <�a VB521 No. 58 14" STEEL WITH PROTECTIVE One cubic yard ( Ya is approximately 2,800 Its. FABRIC OR EQUAL PP Y ) Trash Guard to Flared End Section. 28"R "O - o = H m w o on>w<F TRANSDEPTHTION TO ONE PIPE LENGTH COATING, 1 2" RUBBER / Hot dip galvanize after fabrication. 12"R 16" Top Bituminous Material N my ... .. (TYP CAL)PECNSIFITALL VB 523 Na. 60 26" E 6 R `^� VERTICAL BENDS WITH MEGA LUGS Sigma No. V6630 TH ATE L AND FN Anchor both zmZW w <D �Zo A S REQUIRED BOTTOM GATEGVALVEAADAPTER.8" 2' RIPRAP Sides Q o o0 imT er No. 68EU 65"------- •,.. .• Concrete Curb and Gutter - -o P �O� 6- �' ..3zx - �'�°1 �wI ioWzz°:a Mueller T No. H-.0361 65" Mueller or American N ISOMETRIC TRASH GUARD SIZING o�Zou zoux "1•wa' Uwe woomw Bibby -Ste -Croix No. V6516 60" Flow Control ' Pipe Size Bars 'H' Bolts 17 1/2" 101/2 -� m W2,01 X - a=a I� o o � Oo: a �� a c � Do Sigma No. VB6302 60" Resilient Wedge Valve `' :•........ ...... :... 12"-18" 3 /4"m 4" 5/8" 28" m z zwwo w ¢¢ m.3 to w =icc.,U�o W'Dm:¢<,- and Boedtoebe Conforming to AWWA Granular Filter (MNDOT 3601.2B) 6 21"-42" 1 0 6" 3�4" :C 0 -o S m 0 310 o�c¢�D a~w Ow QUO Z. a O_ Q uaj w »a f No w l9 o Z a� N-l2z- OC WATERMAIN UNDER STORM SEWER Mastic wraalve section 2.03a P BASE wlth5105-Bain stainlessstandards nuts & bolts. Geotextile Filter Type III A -A YP 48"-72" 1 1 /4"0 12" 1' - mw�~ Z7 al''_Mo to 00�� - NU� o:s�zzoQ Quo_ <,= RIPRAP 4" 8" 11/8"r iappww OOU-c) 0J� m\pJ mm�,Df NOTES: -. mz,m F- in Wa- U�<a Gi<s<Q=« N 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. T `IOw �� 0ooy`' z�a(71-w t-m� W 'i 31 16 16 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe Bituminous o lengths back from apron. Surface Q Sh« f01M*d o: wcDOw Q�=)=mi-> �� •� -` ' Granular Filter (MNDOT 3601.2B) 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first Y Z D 0U� <T =cn�01-v1 pp ¢ Y 2 w 18"XlWX8" concrete block �/�y� p�p Geotextile Filter Type 111 a adjacent to the apron.w-a' PP J P l <a -a =0a p�,�s CITY OF TYPICAL CM CITY OF TYPICAL HYDRANT CITY OF WATER MAIN 8TONY sErreD CITY OF * OATS VALVE AID sox CITY OF CHANHASSEN IIMAP CITY OF CHANHASSEN PLARlD � CHANHASSEN AND ouTTeR CHANHASSEN CHANHASSEN CHANHASSEN DETAL GUARD. N8 TALLA TION C�itOSSNa N ITALLATION ,. . an$_U" 1-06 :)A? .,. .::a.: 1-98 . � .A-E ::0.: w>. 1 -06 : RACE. :ro: ON 111111 M."W NTow ` .: w,7S!'a: z-97 :ro.:o'."SEN2-97 . ..•..u---393 5203 ."."--. :.'1!3393 1004 !I .=!--393 204 a=,.:393 1006 393 3107 N".rr..r:.. 393 3108 PL NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1 2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINTS ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CHANHASSEN fDl 1-06 1 :)::E: t F L 3/4" per foot Right -of -Way B618 Curb & Gutters Contraction Joints Max. Spacing in Valley Gutter 0 8' 24' MAX. RESIDENTIAL MAX. INDUSTRIAL/COMMERCIAL A r- 6618 Curb & Gutter Bituminous i0 A Expansion Joint (typ) 01 CL PL 30' 30' 18, to Face 18' to Face I Wear Course Above Edge off Gutter I 111 1 3.0% 2.0% � 1.5 : 1 2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2E Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%a. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. the prepared sub rode shall be performed b the owner 7. A test roll of e P P 9 P Y in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. No J. UR NOTE: 1. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh. 2. Contraction Joints Shall be 1/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way is the Some as Street Paving Section. CITY OF in CHANHASSEN DRIYWAY AAMON i':::^: ::0.: :: '. 3935207 :7 V- 393 52 24"06" slab opening for Neenah R3067-V or equal I I Note: ' 1- L Grate shown I 1\ / 2- R Grates shall be used at all low points. Neenah R3067-V casting and grate or equal. Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or HDPE adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for QD ' each 4' of depth greater than 14', and reinforce with 6%6" 10/10 mesh. Grout bottom of manhole to 1 /2 SEMON diameter at pipe and slope grout 2" toward invert. E E 0 Varies 4'-Ow Typ. 5" a ' - 0 6" CITY OF TYPICAL CITY OF c CHANHASSEN s /T• CHANHASSEN :)/C!E: :>:I�.":i ::0.: PJ'.SI•: i-06 :)::'E: I.71( :r' 3933102 Shape of back of buttress may vary as long as pourer against firm undisturbed earth. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than *5'. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 8 = 45' Minimum. Place polyethylene between concrete & pipe. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 9 - See no BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 D1 B2 D2 B3 D3 6" V-5" 1 V-5" V-5" V-5" 2'-1" V-6" 8" V-5" V-5" 2'-l" 1'-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6- 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" S-6" 2'-8" 5'-6' S-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" C-10" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 1 6'-0" 17'-0 6'-0" PLAN �a Variable-1 3' I CONCRETE SHALL BE IN CONTACT WITH {c THIS QUADRANT OF PIPE l BEDDING �1101 A -A CATCH SASH CITY OF MANHOLE CHANHASSEN I: : J"y:• 393_1002 tt - !Lath Mile �p e - See F PLAN 22 i/'I ®OR FLARE TO MATCH w 5' min. A 50> 603: of BASE FDIAMETER WIDTH OF WALK 7/a"-1 7/16"�j eArx 6 4 Cir WRs \jy DOME SECTION 00000000 000000000 CO I ] -S S/Y I]/le-(TfJ FRONT FACE Ol' "B 6t_I (DJ 6 3 0°W Oath ~ 000000i I A-J I lie--2 sn- O O O O O O 00 0 PLAN VIEW OF DIGONAL RAMP eneOT.) smx s/era DOME SPACING CURB & GUTTER = 4 U" � o -T------.......................�:....... O ............... z .08 FT/FT. OR FLATTERO Q w O 1 SECTION A -A Y m 3 COB OF FLARED SIDE, STI G CONDITION M CONDITIONS DO NOT PERMIT, MAY F.UM 5' 4' 0. USE 0.10 R./FT.- 0.08 FT./FT.SLOPE ) 6' 5' 6' 3" 4' 0"min. 6' 3" 8' 7 ELEVATION OF RAMP 9 6 10' 9' 1 2 INCH PREFORMED JOINT FILLER MATERIAL AASHTO M 213. 2 WHEN A MEDIAN IS NOT WADE ENOUGH FOR TWO 8 PEDESTRIAN N RAMPS AND A 48" LANDING BETWEEN THROUGH THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 3O 6" TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. 4D ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' O" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0' WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A -WHITE- OR LIGHT GRAY CEMENT COLOR. © SURFACE APPUED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. © TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF CHANHASSEN cm mw :);%,n:: P:11 i:::0.: :;: E 393 5215 ARCHITECT: f 10UWMAN A R C H I T I C T AN M MAINS ACTION, EQUAL OPPORlUMTY EIPLOYER 1159 Pke Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E-MAIL infoahouwman.com IIIIIIIIIIIIIIINI Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 564 Third Street NW, Suile 100 Plymouth,Minnedin 447 Ek Riwr,Minneaota55330 T 763-746-1600 T 763-24"109 F 763-746-1699 F 763-241-Ml www.sdtoelllnadson.carn 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 Reviewed By: Jerry Backman Date: Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: MW WAY TEK INC. QUALITY ELECTRICAL WRING SUPPLIES DETAILS REN90N DATE JOB# DATE DRAWN CHECKED 6-16-06 JJ JB SMI Project Number: 62641-050 C4 L LEGEND )VERSTORY DECIDUOUS TREE )RNAMENTAL TREE CAPE NOTES EVERGREEN TREE r777] SOD —ALL DISTURBED AREAS NOT RECEIVING ROCK MULCH ROCK MULCH IN SHRUB BEDS— DRESSER TRAPP 00 (DO SHRUBS/ PERENNIALS ROCK #817, 1/2" MODIFIED, GREY/BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216 'E CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL ) PRIOR TO STAKING PLANT LOCATIONS. LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF —SITE. MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. 3ED LANDSCAPED AREAS, NOT INDICATED TO HAVE ROCK MULCH TO BE SODDED, UNLESS NOTED OTHERWISE. CH AREAS: ROCK MULCH TO BE IN SHRUB BED LOCATIONS, OR AS INDICATED ON DRAWINGS. MULCH SHALL BE DRESSER TRAPP ROCK #817, W, /BLACK IN COLOR BY DRESSER TRAP ROCK INC., DRESSER, WISCONSIN. 715.483.3216. ROCK MULCH SHALL BE A MINIMUM OF 3" DEPTH OVER FILTER F ALL DELTERIOUS MATERIAL. OWNER TO APPROVE ROCK MULCH, PRIOR TO CONSTRUCTION. EAS: SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON 'ENTIAL EROSION AREAS, OR AS REQUIRED. MATCH SOD EDGE FLUSH WITH EXISTING FINISH GRADE. ROLL SOD TO PROVIDE SMOOTH GRADE. STAKE ALL i 4:1 OR GRATER. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. 2 TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT IMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSEYMAN. ADD FERTILIZER, PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. JG BEDS TO BE EDGED WITH COMMERCIAL GRADE VINYL EDGING, "EDG—KINi"' BY OLY—OLA, OR APPROVED EQUAL, ANCHORED 4' O.C. WITH METAL HARDWOOD MULCH SHALL BE AT A MINIMUM 4" DEPTH, FREE OF ALL DELETERIOUS MATERIAL, OWNER TO APPROVE OF MULCH, PRIOR TO EE PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A METER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. )R TO MAINTAIN AND WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT DR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. )R TO WARRANTY NEW SOD FOR 60 DAYS UPON SUBSTANTIAL PROJECT COMPLETION. R SHALL WARRANTY NEW PLANT MATERIAL FOR TWO YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ALL REPLACEMENTS TO BE �E CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. MATERIALS SHALL BE INSPECTED ON SITE PRIOR TO PLANTING BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. -REES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR ARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS PROJECT IMPROVEMENTS. SHALL HAVE AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL. BE WINTERIZED(BLOWN—OUT) AFTER THE FIRST OPERATIONAL SEASON AND SHALL PROVIDE STARTUP THE FOLLOWING SPRING. IRRIGATION SHALL HAVE RANTY ON PARTS AND LABOR FOLLOWING INSTALLATION APPROVAL BY OWNER. PROVIDE BACKFLOW DEVICE, WATER METER, BOOSTER PUMP, BLOW—OUT )LLER, RAIN SENSOR, WIRES, VALVE BOXES, SLEEVING, VALVES, ROTORS, SPRAYS, AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. T SCHEDULE- LOT 1 COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS ORNLESS HONEYLOCUST VAR. INERMUS GLIDITSIA TRIACANTHOS 'SKYCOLE' 2.5"CAL. B&B FULL, SWAMP WHITE OAK QUERCUS BICOLOR 2.5"CAL. B&B STIR. NORTHERN RED OAK QUERCUS RUBRA 2.5"CAL. B&B LEADER, NO 'V' BERGESON GREEN ASH FRAZINUS PENNSYLVANICA 'BERGESON' 2.5"CAL. B&B CROTCH THORNLESS COCKSPUR HAWTHORN CRATEGUS CRUS—GALLI VAR. INEFMIS 2"CAL. B&B SPRING SNOW CRAB MALUS 'SPRING SNOW' 2"CAL. B&B BLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6 HT. B&B AUSTRIAN PINE PINUS NIGRA 6' HT. B&B DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA 30 MIN. HT• #5 CONT. FULL FORM TO GRADE JIM DANDY WINTERBERRY ILEX VERTICILLATA 'JIM DANDY' ANTHONY WATERER SPIREA SPIREA BUMALDA 'ANOTHONY WATERER' GROW —LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO LOW' 18" WD. BUFFALO JUNIPER JUNIPERIOUS SABINA 'BUFFALO' )WN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. 0 VERIFY QUANTITIES SHOWN ON THE PLAN. T SCHEDULE- LOT 1 BUFFERYARD QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS THORNLESS HONEYLOCUST var. Inermus 2.5" B&B STRAIGH , LEADER 1 Gliditsia triacanthos 'Sk tole' CAL. AND FULL CROWN FALLGOLD ASH 2.5" STRAIGHT LEADER 23 Fraxinus ni ra 'Fall old' CAL. B&B AND FULL CROWN LITTLELEAF LINDEN 2.5" B&B STRAIGHT LEADER 0 Tilia cordata CAL. JAND FULL CROWN BLACK HILLS SPRUCE 6 B&B STRAIGHT LEADER 5 Picea glauca densato HT. AND FULL FORM WHITE PINE 6 STRAIGHT LEADER 10 Pinus strobus HT. B&B AND FULL FORM 15 AMUR MAPLE 1.5" B&B STRAIGHT LEADER Acer ginnala CAL. AND FULL CROWN SPRING SNOW CRAB 2.5" B&B STRAIGHT LEADER 5 Malus 'Spring Snow' I CAL. AND FULL CROWN FAIRY QUEEN SPIREA 5 POT 50 Spiraea trilobato 'Fairy Queen' GAL DWARF BUSH HONEYSUCKLE 5 POT 20 DIERVILLA LONICERA GAL i SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE - OR TO VERIFY QUANTITIES SHOWN ON THE PLAN. e ARCHITECT: 0 0 U W M A N A aE R" TAN fflumIT[ , EQUAL QIXKPMTY EMPLOYER 1159 Re Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E—MAIL info6houwmon.com Schoell Madson Planning Engineering Surveying 1505023rd Avenue North 554 Third Street NW, Suite 100 Plymouth, Minnesota 55447 Elk River, Minnewta 55330 T 763-746-1600 T 763-241-0108 F 763-74G1699 F 763-241-&351 v .wchmllmedson.oxn 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. xxxxxx Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: WAYTEK INC. QUALITY ELEC,T4t7CAi. WIRING SUPPLIES PRELIMINARY LANDSCAPE PLAN REM" DATE JOBI DATE DRAWN CHECKED 6-14-06 JJ JB 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. N 0 30 60 90 SCALE IN FEET SMI Project Number: 62641-050 L1 ARCHITECT BACKF S MULCH CY W Z F Qa zo O 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. I \ SHRUB CONT. PLANTING DETAIL SECTION N.T.S. 7' ROU_11) 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. PING 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 J I "L" V .. II I... BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT BALL. DRIVE PLUMB REGARDLESS OF GROUND SLOPE. REQUESTS TO SUBSTITUTE RUBBER HOSE AND WIRE GUYING SYSTEMS WILL NOT BE APPROVED. —� LIMITS OF PLANTING HOLE LIMITS OF MULCH / LIMITS OF ROOT SYSTEM \ GUYING SYSTEM POST PLAN VIEW 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. 12 � TREE PLANTING, STAKING/GUYING DETAIL SECTION VARIES, SEE GRADING AND LANDSCAPE PLANS FINISH GR E `f' 1 N.T.S. EXISTING GRADE ^"T AREA \NT ACCORDING TO \NTING 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. 4 `\ PLANTING DETAIL FOR STEEP SLOPES N.T.S. AVE. AMOUNT OF WATER PER PLANT TYPE APPLICATION (GAL.) MACHINE TRANSPLANTED 50-100 TREES (3" CALIPER+) BALLED & BURLAPPED 20t TREES MARE ROOT TREES 15t 10f BALLED & BURLAPPED SHRUBS BARE ROOT OR 7f CONTAINER SHRUBS WOODY SEEDLINGS 4i HERBACEOUS CROUNDCOVERS AND 3t %INES 1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH ADEQUATE BUT NOT EXCESSIVE OR PJOR 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. ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) ON SIDESLOPES OF 3H:1V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH FINISH GRADE THROUGHOUT. -... .. �"T„ .., ..,r,.,n r..0 ,uv i w^nun•^rrn ui N' , irT^ —70% SAND, (5% PASSING THE #200 SIEVE, AND A !ADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) —30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) NOTES: 1. PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SLOPED SUBGRADE SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH %= ENGINEER/LANDSCAPE ARCHITECT. 2. INFILTRATION RATE OF RAIN WATER GARDEN TO BE DRY WITHIN 24 HOUR 4- PVC CONTECH A2000 SLOTTED DRAINTILE, PERIOD, UNLESS DESIGNED OTHERWISE. SEE STORM SEWER PLAN FOR CONNECTION. 3. CONTRACTOR TO PROVIDE RAIN WATER GARDEN INFILTRATION TESTING AND COARSE FILTER AGGREGATE(MnDOT 3149.2H) OBTAIN APPROVAL BY ENGINEER/LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION OF PLANTS AND MULCH. GEOTEXTILE FABRIC —TYPE II(MnDOT 3733). 12" DIA. MIN. DRAINTILE/ OVERFLOW SECTION 4" DRAINTILE CONNECT TO STORM SEWER OR DAYLIGHT RAIN GARDEN- ENLARGEMENT N.T.J. OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. NEENAH R-2561 BEEHIVE CASTING & FRAME, VERIFY WITH STORM SEWER PLAN WATERING GUIDELINES H 0 U W M A N A R C H I T I C T S AN AFFWIAIIVE AC110N, EQUAL OPPORRMTY EIpLo11FR 1159 Pike Lake Drive New Brighton, MN 55112 (651) 631.0200 (fax) 639.9726 E—MAIL infoOhouwman.com Schoell Madson Planning Engineering Surveying 15050 23rd Avenue North 554 Third Street NW, Suite 100 Plymouth, Minnesota 55447 Elk River, Minnesota 55M T 763-740-1600 T763-241-0108 F 763-746-1699 F 763-241-Ml vmv.schoellmadsan.wrn 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. Developer: EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN 55317 (952) 361-0722 FAX (952) 361-0723 PROJECT LOCATION: GALPIN COURT GALPIN BLVD. & LYMAN BLVD. CHANHASSEN, MN Project Proposed to: Iffiff WAYTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES PRELIMINARY LANDSCAPE DETAILS REVISION DALE JOB# DATE 6-16-06 DRAWN JK CHECKED KIT SMI Project Number: 62641-050 L2 11Yl4lC e'w •_- < i I mw"..nLr I 3)g)yf � V' j'( , 10 tw I iVMND r �,./� _ ^ r•Y ` I,•••, \\ � /!. ICI —�''-i .. .. .�'� Sr....... mwna .moats v.mr. as .... ':.. r 111111 r "T4YW I �' �♦ 7 ill I�i � / � �.Y v J e � _ _ School] S Modson, Inc. ED COUNT �.® uw»ti rww .�... [DCX TACE CON/. a C •wu..wexx�.ae w ...u, CMXNNANFXYX IOJY! APPROVED F BY DE DATE: // -41f! BY: -T DEPT.. 2 Jf% DATE. I f-16- OS DATE: OR: rldle eeoek T9;/ tf dS- 02V 0 CERTIFICATE OF SURVEY K E VIA/ MO BE KC-7 B,Q,oG aii3/ a K 96i. L, 0 r• - � .. a .' ni �2.L7 � ego 96t s76e x9 � i9 0' 7 P r n; ° i7, E4�=nf 5 21.92-. i� v . n IN z&,7'. 7 I5 ------ N n op ti I� � c , .97'41-rr> 5'e rr 7S TY/d r EVD*oo>— eofthbl ror" ✓ .�CoYafh� owj% �rtorafoe�; o� • e's 1L�ej� tt� ffafi�(J io �FDD/T/off/ -X OCT 3 1 2005 trig .t/89-53'3 ®®®®®® �Cl o Denotes iron monument 'Prpppo d lo�s lolev. ,9�Z. 3.3 ❑ Denotes offset stake Pro os o ou t)op elev.= -70. 33 x 000.0 Denotes existing elev. ' BETJ- a ,pp (000.0) Denotes proposed elev. /� n - -i Denotes surface drainage 6-+_ Proposed garage flour elev= DEMARS - CABRIEL LAND SURVEYORS, INC. 3030 Harbor Lane No. Plymouth, MN 55447 Phone: (612) 559-0906 I hereby certify that this is a true and correct representation of a survey of the boundaries of the above described land and of the location of all buildings, it any, thereon, and all visible encroachments, if any, from or on said tend. As surveyed by me this / day of /"/4y 19 .117 w L Mimi. Reg. No. ZZ!iyf 96-1 4t-;L Book - Page J/%• Z] Scale �11:30 e10513 CERTIFICATE OF SURVEY For NEW CREATIONS AP ROVED �' DE I �'ee BY: I I A7�.�dC 1 DATE: {� ✓t t N1 to ivy 5-tta ...5 L o� Tint C DEPT: !j' f DATE:XIE 965.4 - PTA �,vo cuze) 96a2 DATE: 3 3p BENCH 966.7 i , TOP OF MA EK �96Sg) I� O ;964.6 J BENCH MARK ELEV. =965. 70 ETOP LEV. PIPE �S h 5 PlZOPO.SEO � � S N ELEV.=966.Qd �� 94-1 022-330' �� i /20 G r- t W 966.6 0 I 19606 NNDUSE h q �1 W I \j r to LOT ¢ DRAINAGE B UTILITY 5 5 / _ EASEMENT PER PLAT��_ / /09. DO /V 99° l(t5 fi I Y(7(� E-U7 3/cm Co n fry James R. Hill, Inc. Page 2 of 2 NiCwBIOCIIi--� DU AL r, DOCK STAIR PLAN n, LK3HT� DUAL 9ch I;Ic 51te Llahtlny Plan M ^CURB CUT DETAIL :mow taw7 xe p0K STAIR SECTION am@WALJJJL PACK LK3HT FIXTURE CITYR CEIVED HANHASSEN JUN 1 6 2006 CHANHASSEN PLANNING DEPT aauwMUN MIIYIOYn MYie.M wunewo.+r+.® MEN TRACE owwxw..ivwv a.w uurwuai w. wer�en Site Plan Submittal S-I606 wre —Mua— A I Y I Established in 1962 LOT SURVEYS COMPANY, INC. INVOICE No.--- 0. 35882 F. B. NO. 607-77 LAND SURVEYORS SCALE I" ` 0 Denotes Iron Monument REGISTERED UNDER LAWS OF STATE OF MINNESOTA n Denotes Wood Hub Set 7601 - 73rd Avenue North 560-3093 For Excavation Only Minneapolis, Minnesota 65428 x000.0 Denotes Existing Elevation OAKRIDGE BUILDERS a E Denotes Proposed Elevation f7ltipk�gi� �� E— Denotes Surface Drainage Property located in Section 947Z Proposed Top of Block 16, Township 116, Range 23, Carver County, Minnesota U,7 Proposed Geroge Floor `�S�•7- Proposed Lowest Floor /� Type of Building %ZG1✓ /r9 pwi°s _BRIDLE CREEK TRAIL, Top -lip r I 91-5,z4V11 I ` 9 m F Z i51 bt.3 oc (aravk{Eunjer Wil 0 � � L yes 9bs,s � OlGS•3 11'O° Proposed FiezidQncQ 0 3 /f Ol 011o U 2'1'0" h 962.4 6s�9 964,3 Z,P-tP 9 bs,d2- 1 yr- —"""16�J�B I 1• L M�" 1962,9 N �j (j It > TIO -�•• Zylali T F_vsSIN-_ C>WjYL{," rnSia.•e (�fov 'jp QY� 2xC4vni• 1 rn.. 4 mn.�...}o,h .H'1V 10V tS 4j itl v.Q?e-V*,t tQ 9 61SP I �, U�ili�tj D(Qinc�ciQ rr _ MF�I� _ 9tol•o �` 9�, 4 g6�o Lot 3, Block 1, TROTTERS RIDGE Proposed building Information must be checked with approved building plan before excavation and construction. The only easements shown we from plats of record or Information provided by Client. Via hereby certify that this Is a true and correct representation of a survey of the boundaries of the above described land and the location of all buildings and As - Ibis encroachments, If any, from or on said land. Surveyed by us this 17th da of November 19 93 {SD AS- b.,r�li'L W b S 1teS 1,10 �xCtltvo-tl�-... 1�. o�m»ao.gr E 11.k,tic(. Ca.ve�.,-is Inv=955.44 9Ser r 4 Wire fancy No Lk:h11+Y Car ne�h v�t•1 o<cep E L" bj City Signed Ray and A. Prasch Minn. ,Req.� o. 6743 567165 SURVEYOR'S CERTIFICATE MARK FISCHER Q'Pfivr t l' is instw/ 966-a ;r#&7 BR/DLE965.,C E2 EK O E04E OF R= /750. OO ° N 89" 44' 20" W d = 2" 31' 3¢" 9 9"9 - /i 96G.0 p / BENCH MARK 10 \` 5 9 U) TOP .-PIPE �! I ELEV9G7./5\ N TN HN n N /� m PROPOSED ry N /� T �' BENCH MARK OR/VEWRY IV TOP OF PIPE ELEV.. a-,9e-9.-57 /GO EX/9T m/ /N i I. a AP VED II ro GAR. (969.5� I0 ' O !L to01 h /4.0 965 4 h M� DE p i U 6 N i965.B / V 25.G71,r1x htn DATE;3 /O /{ m BY: O II M PR SE / iI , DEPT- 2 M / rousE Q DATE: -IV4 __ ¢�•o Nc' ;Z DEPT,?D 9"_ 96Z.7% I 96 " I x96 Z.0 DAT6 3 /S (96( zk 00 LOT 2 >DRAINAGE 9 UTILITY /O EASEMENT PER PLAT /O � I p 954.9x 95.00 N 89" 53' 3/" W NO G 41twl E .ft�..+ar � t�5 ND ,z.�covo-�%�.,n. � •: q�ro�n/ � ,� rl7%/�yY Y�vtz�eus NOTE: BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL a VERTICAL LOCATION OF STRUCTURE ONLY. SEE ARCHITECTUAL PLANS FOR BUILDING a FOUNDATION DIMENSIONS. N NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN COMPLETEi ON THIS LOT BY JAMES R. HILL, INC. THE SUITABILITY Of SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RFSPnNSIRII ITY OP JAMFC R HII I - INC �— UGVUI to HhUHUJtU JUHI-AUt UHAINALit O DENOTES IRON MONUMENT SET • DENOTES IRON MONUMENT FOUND X000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION A DENOTES SPIKE SET SCALE: 1 INCH = 30 FEET PROPOSED GARAGE FLOOR — 969.8 FEET PROPOSED LOWEST FLOOR y62-2 PROPOSED TOP OF BLOCK =FEET FEET GlaR = 4%70.2 FEET WE HEREBY CERTIFY TO MARK F-ISCHER THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: Lot 2, Block /, TROTTERS RIDGE ADDITION, according to the recorded plat thereof, Carver County, Minnesota. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THISZB74DAY OF,4P4"&wI, 19 94 SURVEY FOR: Damon Homes a!m -Wyzo & �ssoeiaEel, Ync i DESCRIPTION: Lot 1, Block 1, TROTTERS R GE, PROFESSIONAL LAND SURVEYORS City of Chanhassen, Carver AND LAND DEVELOPMENT CONSULTANTS County, Minnesota. (612)421-9126 20 13621 VINEWOOD LANE DAYTON. MN 55327 i o Denotes Iron Monuments PROPOSED TOP FOUNDATION ELEV. i �3• y x Denotes Spikes Set for Bldg. Control PROPOSED GARAGE FLOOR ELEV. 9 73•� xxx.x Denotes Existing Ground Elevations (xx.x) Denotes Proposed Final grades PROPOSED LOWER FLOOR ELEV. 9dbS. yf B.M. Top nut on hydrant across the street, NOTE: Verify all proposed grades and dimension Elev. 972.28, as marked by others. with actual plans. NOTE: This lot may require additional fill and blocks. � (r i 3 1`f fj9° 53311I N1 `q5h 4�11' Z / o a K —. V. `I 1Rg15 3 3 9�L'o f`?'•O r ID{► �ra �ay� ; c1�l�lly Ea s¢w.ne� J J a y J!_..__ __. 1 _. ------ �o C /,/,/� 111 N I e 1L w ;L a V � f •- 2 1- � t - v- '. W " J M h d w It X X r ["ob516��K94? I 3 s } H LU 1L P.O., � 1 V ,N 3s•+376 IJ al 'A p Ga ay 1 Z cQ \ 4 729 1o•el o ; \ \ M ic•a I 9 /3) 9b9' d Q1o,) d I ri,99yj)9 I 1 910• DEFTi✓,45' 08 45 •• V✓ I 4= i7Bc • o . 6 9, , 3 -. 9. ICI 3oL-----�__..—•--cam �:.,:�. Ik fL I hereby certify I � (r EE hC that this survey was prepared by me or M•µ R= 971 ¢L T RA 1 L under my direct supervision and that I am a duly 19r9•o/ - Registered Professional Land Surveyor under the laws of the State of Minnesota. Dated this 1st day of 1995. i By ta. License NO. 12267 j 531216 CANOPY / FA5GIA / GORNIGE: PREFINISHED METAL COLOR COLONIAL RED WINDOW / DOOR FRAMES: rp�GlNic,:.�G^ nr�-p1 i,nl .'gyp �,NAM�gN=� /-\C.C.CN I '-ALL t3LU(.r-,: L'SUr<NItDHCLV C.UN(.UKV Kr-L.,, I , 11V IlA Ir1C('7 Ckl� I.IIA11'1 /'H.1 =1 Invole--i]= l Ill/✓/'1ii ENTRY EXPOSED AGGREGATE PREGA5T GONGRETE PANELS / 5TAGKED E30ND 48" X 4b" IMPRINT �!? F3UFF PRECAST CONGR PANELS / r�Tjl(-r- S89i 5'58"E 442.84 f ') Schoell Madson Planning Engineering Surveying .'CJV , F _V� — - \—DRAINAGE & UTILITY EASEMENT PER THE i PLAT OF CHANHASSEN WEST BUSINESS PARK r- 00 fJl 0) M 100 1 I L1/ F �5,j yla LU'- _ _ -- 7 - �= DRAIN 5� &0 gFITVACATED ENTS m 1 PROPOSED v 1 1` r— LA N i z 0I L 0 N — S89'55'19"W 521.05 I O II PROPOSED DRAINAGE & UTILITY EASEMENT 11 v' i LA 1 r a r I ? PROPOSED �I j�� \ ;30PARCEL' B <ea \ Ao OJ nj I L- \ Q E r) NT PS PARK J �s 1 B SINES \ & PSSEN UTUWT "Es .. ME DRAINAGE AT 0 32%.6Z UTHEPST CORNER OF \ I � 50 r 1 —� 579�p6 Z5 _ \! R,1S2.4g Irk-� -�' J rJ r 1, ) ,,. ,ate, I I 0 I v _N O N O PROPOSED PARCEL A Cj y� �! e / tJr) 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 I madso n.com IF KLVIblul\IJ NO. DATE BY DESCRIPTION CK'D 2 3 4 5 6 DRAWN BY: MFH /TWVN This drawing has been checked and reviewed this day of 20 by JOB BOOK NUMBER: 148-24 FIELD BOOK: PAGE: 1 'N CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. TRAVIS W. VAN NESTE Date: License No. 44109 I] I" S E • - Denotes 1/2-inch found iron monument. o - Denotes 1/2-inch X 14 inch set iron pine marked by License 19839 - Denotes cast iron monument (Carver County) 60 0 30 60 120 (SCALE IN FEET ) LOCATION ILT_1:N:1I1W_1 Bearings shown are based on the West line of Lot 3, Block 1, CHANHASSEN WEST BUSINESS PARK having an assumed bearing of S 01'20'12" W. Lot 3 and that part of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plot thereof which lies northerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet tc the westerly line of said lot 2 and said line there terminating. PARCEL B Those parts of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof which lies southerly of the following described line: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the line to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said line there terminating. DRAINAGE AND UTILITY EASEMENT A 10 foot wide drainage anc utility easement over, under, and across Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof, the centerline of said easement being described as: commencing at the southeast corner of said Lot 1; thence North 10 degrees 53 minutes 35 seconds West on an assumed bearing a distance of 142.22 feet along the easterly line of said Lot 1 to the point of beginning of the centerline to be described; thence South 89 degrees 55 minutes 19 seconds West a distance of 521.05 feet to the westerly line of said lot 2 and said centerline there terminating. EASEMENTS PROPOSED TO BE VACATED That drainage and utility easement over, under, and across the southerly 5 feet of Lot 3, Block 1, Chanhassen West Business Pork, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying easterly of a line drawn 5 feet westerly of and parallel with the easterly line of said Lot 3 and also EXCEPTING THEREFROM that part of said easement lying westerly of n line drawn 5 feet easterly of and parallel with the westerly line of said Lot 3 AND That drainage and utility easement over, under, and across the northerly 5 feet of Lots 1 and 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying easterly of a line drawn 5 feet westerly of and parallel with the easterly line of said Lot 1 and also EXCEPTING THEREFROM that part of said easement lying westerly of a line drawn 5 feet easterly of and parallel with the westerly line of said Lot 2 AND That drainage and utility easement over, under, and across the westerly 5 feet of Lot 1, Block 1, Chanhassen West Businef. ', :arver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying southerly of a line drawn 5 feet northerly of and parallel with the southerly line of said Lot 1. AND That drainage and utility easement over, under, and across the easterly 5 feet of Lot 2, Block 1, Chanhassen West Business Park, Carver County, Minnesota, according to the recorded plat thereof EXCEPTING THEREFROM that part of said easement lying southerly of a line drawn 5 feet northerly of and parallel with the southerly line of said Lot 1. CHANHASSEN WEST BUSINESS PARK CLIENT EDEN TRACE 8156 MALLORY COURT CHANHASSEN, MN SHEET EMOEMENT E H I IT SHEET NO. 1 OF 1 S.M.I. PROJECT NO. 62641-050 proposed Office / Warehouse for; Wi4YTEK INC. QUALITY ELECTRICAL WIRING SUPPLIES SITE PLAN CORNER ENTRY PERSPECTIVE IIIMMAN Eden @.vIEYEEM_ INC. City colmcu S11b1111118i AU9.14,2006 m �N O}lY®91ENAM Al of 1 1. 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UN 55312 S bHu 3]LL W IE� (952) 361-OTR sYMw M A xx W FAY (952) MI-0723 .a �en.mc Ie• w. tl w ollaY Wooly NMON eon nMa.u'r oe.r YWp NMnM' ro. r M. w �NeQ �rMNOw'W wY Irn w oNrt rm el `••• aml NeuN rwmsw nKY amr M 1p..,eo IMS NA.N wN.N NNN4NY31N® �s aver ...N u.we e•Mm LLY.rf ML rmmu Iwwx cv.nol5 a xvlrw le' n fz IMW IE NYLLY IMkCWa 9YCLM YF ..Tm 9pIM N M NMIINO 9J011E .4 N1 ME QNNKIN(5 NN.FNnILE cwnucrW m voN. W.WIIlF3 sxlw w M nM. Sew N M NMK a0e[ NE M M WXIMCMS NMOn6 Ol11wCM A .ONY aWOn 9.11 w M NNL P CT EorwnOle carom mNr auaN mow. a EwM aw. aMxAs5P3r, xN P-od P, a t 'm TAWTEK RAC. PRELIMINARY LANDSCAPE PLAN moNni alY rtrMms aas "I o.rz �N-os ORANI L acam a Li Q LL1 aSchematic Site LI htin Plan "'°" d l•.00'O' 13' 6'PA 51 gyb �i-PNNi _ i MT /LLEYABLE ii N TO R VN1' A(/.l66101P. V6'vbE. Nt OT@6 MAY HMR 6O' MLE eFk Jrpi, fD RK TO �' K4F561&E L/YE. IDIKAR +lIEACE LLLL �U6LL 51BlB i0 eE�WR® b'GPY..lNiM9 v; kO n sr.u� wiN eR�lwem nETAL PJ5r 9,R1® p� MNIMM LP 9'O' yyS 1FF F H.C. 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MS.F. / 31; GWHiIFiE IURO S35ALE RLGB F AERIALT)- i2]pr0 SF. / 692 cPhFA9E PRCJJEGT SETBALKS YEEr PROPavr L. - b•To AEPIMLr xrnm PR(A'Bt,Y L11E - Iw• To alLrnxs F AEvnir sonx Pwrzoxrr urE - oro ASFNALT wT wGFeRr urE - w•a ra ASFvnLT PARKING REQUIREMENTS: TOTAL 5£. + M%59 SF. AA+NOxIHNEyY 49 C1F:cE ]/i IWANX 39.159 SP. GPFIGE / 10.V SF. %9 tilb6 STALLS M YIS S.F. IyEE, . STPLL FQ2 Et' ✓6 TE FIRST IOp� 5f. = 10 STPLI$ M'yI. v/ ](AYJ = ]G STAIJS. TOTAL 36 STALLS RRAL PAMIM Q-rb 1 ]06 ST/1L5 MiAL PMKIK9 PB')JIL® IX 9TALL5 - OF wIILX / S REQIIRED TO 2E XL. ACCESIBtE STALLS. / 6 ARE 9pM1 MLT4 6 PAWCIIK STN15 ��9'TALL PAIM O MATGX GOPIIK cIXpR /j SEF T'%FfOP LN:15 NEAR IST xri 6 . 41'-8 r0 COLIiMN Ga1xRK 9 L3'BLGB..1. schematic Site Plan 1RP/RN. . N:L '.4OTE gUWKY , N FGR 6RWIYB L YTII,RIH •. A Li SIEN FT31 GV:L PGIIF£ry:Nfi ORPwe15. vnb: l'+90'b' 2lRA5N i0 2 5E1 IIEOE OP BJILDIIK 5. ALL L SLl IO S RENEW®W OWT 3. PvT..93M VJNG. 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U.NILKa OP T1E STAIa II'MIL TffID 5'-O" W.IOR4L E%1 VN Rt iIIREO O Ca OIC Sim 6S IR - Q O A CpOCK STAIR PLAN All !L'48W Yd @Schematic S �e Lighting Plan bl rub. f ='b'4' W -SEi YV1L.PI LIG Fa'WE MMI-VP TVLIE TPA¢KitLS.VE/9 �J SRWFW,. G� RCpb W, L�, aLa. /, Ae K STAIR SECTION KVc Wtd ASRULT I,.M . DRIVEMY b CURB CUT DETAIL All MIfX! µ�YWa9 1 O o w m i m IAPHI TIPT-Q M NAPI.ThEACT'Al �.NLfINRR- Pl1Y@NOeHI 833I1WU 96ce15N' A'Ew &I�IItll, MN 5511] �BS1�B31-0206 NaV1T 6498i28 swtnu: nr�nw.l„�1.�661 11�Yf YTNT MSP-W.9Eal'AIYNa aLvrveon un mnT I Av n w.v I�Taa uloRe, vmllleulreallmsnreor b1.6pu aVC GtW NaIAIaY If6TM10Y.O. ZW ¢1R OdPILL/fIP: EDEN TRACE 8156 olAll.011Y CDURI' �wlmnssw,Iwv SS31] @52)M1Q 2 PAX(952)361A]]3 1110)9CT �DCAnav: cAtr¢a couxr GAIPW BIOD. &Croton BWD. auwu66Ptr. nor R*o Pmpo ro: M WWAITtl 0 0;. Site Plan Submittal 6-16-06 �re DAM DRAM6115i3-0UOp A BH m (}�fJ6'DD 611 q r NucHMG A 1 . 1 nFLOOR PLAN 9GN.E. N6' = 1'q' HUMAN ARCHITECTS New' an�im, wflvssl is IUD e3 (fab 9349726n6 anG18: hdoQhwrv�men.mm i immr ®nvr TMr nc wwx. sv®sn�m: ox �oxr w.�s maum ar ro on ua� w misr mren:� un wun.w n our �ma�imwn uoncrvaarauws wnB Wore or wa�orn n� e�un�mwwx mca�umnro. >� onre ce clops EDEN TRACE 815611WJARYfA1RT (iWU' WSSF]V. AW55317 (m2)3B1on2 FM (02) 361O 23 %tOJECI'LOfAININ: GALFW COURT GALPW BLM A LY KL CHAMIA4 m m pow Fmp1 n VtK WC. GwryiKFNMY WNFat1+e� Site Plan Submittal 6-16-06 PRg]1NmWaYlf B�'w.L Ml6 Nv�cO¢p 656 SCANNED JOB* W5130000 DATE 512-0 DMM BH (:11F-CI¢ BH FLOOR PLM' A2 /,EAST ELEVATION M gLAly l/Ib'. I'q• n50UTH ELEVATION M SGNRM6".I'q' nNORTH ELEVATION ®SCALE. I/Ib' . fC• EREIo - - - - - - ..�0 sm_— WEST ELEVATION EXTEMOR RNISH SCHEDULE ®i Par® colan5re nu P%.,EL wm egos® A55ReBATe - RIeBm wwsx P0.REo CLMLRRE YNLL PAEL NIT« bVP A68REBAl - SY'.01X 11. Sf�N BM0 M TC COR.!@iE WLL PNEL 1 !SLlY_✓D Y'4JM GFLGRgTNE CETAIL KITH A Ll6 FI%IIIfE IMFGRAL COLg2 GONLRETE BLCLK 51LL RLGK B %b % Ib PPFFO CQ�GREIF �fAININ9 H4L W:�M PAIHI£D 51Hi RFF 6YAFW/.IL % <YI� MtTAL iNMFT® pUVE IM O.x CQ. B % e. 011 COLK IXL'R WRN 9MF9[5 t OOLK LEV92R 9' X l' IN�ALAI® ST8 WUV �R-PAINI® .LYN VM ST0r8 FlWIr mMNES WT1 IN5LLI�Tm PLA55 ®r Aw>!'w+wNarn FRArES wm INSILAT® � vecoRAnve uav5o �rx BAro • enar ®B 5TN0ND IitGFlt[ fl@Plwy® IYTAL I.WIILS LLrLVILF CEIAIL - FffFINISrp M£fAi LPIIK © PAINI® SiHL STAIR NITX i-IR" m R� RAI1.1� ®y PAIXI® b' pA SLID. PIPC M1AP0 - GOR[ FILL WLONL. L OQ2 TGP YL4AEO LCML1$lE PHION w qU VfiN OH. LVOR A]NEO LCNG2IE $TCGP � MAH '.T'ARS � AWUIIIFLIIFK LiGI! pITTJFE D AFLIIIiIWAL B'.RNi511EJl�lE &ACK I I I I. i I O 1 P] So Elm 1111 111 f�-pi��L�� I .)TYPICAL ENTRY ELEVATION 119WMAN ARCHITECTS W35 5tr sw :VCNB�IRI, pPJ Ya11G I6511 fi3lblW (Fu163&BR6 SMALL: sfi@ham'nlen.can I I@®Y m11M TNr'11611AR.4®M1Attli IX mrrreu �xmbvlca� Rr vvm;r 8f0lY8Il A'OIINTIIYA fLLYI®A61 NYil1YT V®ITHIwM CPTIXArnttM Iwt�fA w)m &JW 16"MWY IB4tMi%Y�NJ. 9fY Mtt EDEN TRACE WWMAUARYCDU aWN1A550Vr MN 5 17 ICI mlm 2 FA%(952) W10713 PRQE3.T LBGINLY: fNAN GriIRT CALRN BLVD. SLYMANBWD. auwussw, nav Site Plan Submittal 6-16-06 .dlm�.Xowl jo" W5130 W DATE 512W ❑MNm' BH HB ffD BH EXTERIOR A3 TIRC7ER'S RIDGE S89'15'58e N N I ny A 1'A I'\ITI/lAI nV VI I Ivry 442.84 RCHANHASSEN WEST BUSINESS LAT of C _DAINAGE h UTILITY EASEMENT PER lHE PHANNASSEN WEST BUSINESS PARR � 100 I PARK SECOND ADDITION � I I � m N I I I it I (1'1 J I s z I� 60 D 30 80 120 1 w I (scA1a w eceT ) II i • - Denotes 1/2-Inch found Foe Monument o - Dnota 1/2-Inch % 14 Fch imt hen pipe marked by ❑cnee 121 I ` I IC W - Pintas cast Iron monument (Carver County) �i I No mnumni eymbd Mom n the plot Indked s Monuments ^ �) to be nt aaadFg to MFnewfv Sfahrtee end which Mall be In Nw filing of the I plan Athin one year of plat lid vn N _> I 1 -' L' N Na 11 I I r.l -T1 1 58915'58E — — 521-55 — — — — — — - - 1 12 \ I ki ro A k' PER 1•+E„w\ � !-T JnV� Ye I Y UTILN EST BEi NE55 PA0.H� ✓ \ (S \ I� DRAINAGANNA=SE1��v" \ `li� J\ I _ PLAT— '31 1g \ T 579� 25wW _ � 2. T _ 1 10 \ , � 1 Bearings Mown are based an the Went IFe of Lot 3. Eli 1. CWANWASSEN NEST BUSINESS PARK hating an aswmed beaF, of S 01 vir W. VICINITY MAP NO SCALE SEC. 15 & 16. T. 116 N. R. 23 `N. Drainage and O-'.Ity Easements are shown thus: 5—{ NO SCALE Being 10 feet in width and adjoining right-of-way I''-nes unless o[nerwise indicated, and be:-g 5 feet in width and adjoining lot Ines, as shown on the plat. SCHOELL & MADSON, INC. ENGINEERS • SURVEYORS * PLANNERS R.;la4W41LI �F_ 3IR / 5 f / rrr- / fFN 1 'A' N X 0 Y 7' E OF THE NORTHEAST OF B% 1EAST OUARTER N N 0 V V I L_ V 1 v 4 3 I 2 I 1 I I r\IV\J� �V VIIIVIV ---58'Em 44 2.84 — --------— DRAINAGE & UTILITY EASEMENT PER THE PLAT OF CHANHASSEN WEST BUSINESS PARK I I I a I I C3 F.F.E.a963 I a I I I 1 I a I I I I 1 Q ( s 1, i� li> 1 15' CR41le➢E ! UISIIY BmaEaRro 9E Aawoowa-N _ ______� _ _ (I ;ONE _ _____.--___ 1 11 1 — I U/ ,9' 9RNpYs I RJ 9'd. mN4a UnUY` + l, ^ ° EAYMwr ro a ABwmOpm 1 a71xo Inr uNE & 8 ',55 � 1+ 515 X � wr UK 1 \(r- --- —� ---------- 1 11 o FASEICNr ro azNINZAe vmnm 1 1, +,2 A- I 11 1 I � �HESm�sT BUSTIESSRP ARN I!!I �` — J I — — l T 44111.70. 5o h\1 LOT INFORMATION EXISTlN LOT 1, BLOCK 1: LOT 2, BLOCK 1: LOT 3, BLOCK 1: TOTAL PROPOSED LOT 1, BLOCK 1: LOT 2, BLOCK 1: TOTAL 97.735 S.F. / 2.24 AC 82,322 S.F. / 1.89 AC 257,800 S.F. / 5.92 AC 437,857 S.F. / 10.05 AC 322,447 S.F. / 7,40 AC 115,410 S.F. / 2.65 AC 437,857 S.F. / 10.05 AC CHIMER VOLK-MINGER PROPERTIES, LLC 8470 GALPIN BLVD CHANHASSEN, MN 55317 (952) 470-1753 TDEVELOPER rn EDDENN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 (952) 361-0722 ;.) ARCIM,ECP. NouwMAN ARCHITECTS . /Apl1FE Mql. mIK UPoIMIM1 H/109 11% P lake prhm N. &ly w, MN W12 (lax) 639.97Z E- MfoOlSuwn&I.aam Schoell Madson fnnxa Em we.00 a m I MMYwNNNe,tlYeplengpewntl e�..w.^ae�r al.Nwp..l.oe.-e EDEN TRACE 8156 MALLORY COURT CHANHAW, MM =7 (952) 361-0722 FAX (952) 361-0723 PRQECf L0C 104: GALMN COLAT GIIPIN BLED. & LYMAN BLVD. CHANHASSEN. MN Rajl Prapp to VWWAYTEK INC. PRELIMINARY PLAT SCANNED VAT 6-16-O6 MAM asols .'ae Cl GRADING NOTES: 1. CONIPICTOR SN4L CGMILT 'COMER STATE ONE r—' M HONES PRIOR TO DONATOR/ CgISVI UMON, FOR MUIY LOGTgM. TON CITES ME1R0 MFA: 551-RA-DD09 OR TOLL-FNFE: I -RI IRE. 2 COMPACTOR SINK-1- FIELD VERIFY ME LOCATIONS AND EUVATKK1S OF EMSRNG UTDFE5 NW TOPCUUPHIC FECTI PRIM TO STAIR M 511E ORA➢NG, THE CCNIRACTDB S.UU IMMmU,TFLY N01 ME PROJECT ENGINEER M . DIECREPANGES OR VMAMINS. J. SURABIE DANCING MATEHUL S. CONSIST OF I sqL ENCOUNTERED ON KC THE SM WITH CEPRON OF TOPSOIL DOM. OIIGNIC NATERNL MID OMEN W STABIE MI STOOMES TOPSOIL MID GRANUUR FlLL AT USOMIONS DIRECTED BY ENGINEER. <. SUB"UDE IXGVA70N S BE BICKFlLLED IYMEgAIELY AFTER IXGVARDN TO HEIR OFFSET MY SWNB PROBLEMS DUE TO WATER SEEPIGE OR STEEP SLOPM OMEN PUCING NEW SURFACE MAI M,MEM TO MIT 0 PAV M, THE CMGVATgN SIULL BE RUI PROMMY TO AWID UNDERMINING OF THE MS'BNG PAVEMENT. 5, COICWC7011 SWLL BE RESPONSIBIE FOR ALL IWRIEIXRAI AND VFRTIVL CONTROL B. COMPACTOR S IDEMOM DRMNALE TRENCHES TO MI PROPOSED STpiM SEREN ILCJIYENR, T. HL DOOR MATERIAL BINMINWS SURFICINO. CONCRETE ITEMS. ANY MMIDpFD MLRRY HELLS. AND OTHER UNSTIBIE WWWIL rERS SBECOME IY THE PERT OF THE CONTRACTOR MIDSHML BE DISPOSED OFF THE CONSTRUCTION SIM B. COMPIERON OF SITE GFUDMG WERAnONS SH MOLD IN A AREAS BEING GRADED M P4N SUBf:RADE ELLVAEKNII WOMB PAD AREAS SN BE DETERMINED BY REMAINING TO THE MCH11ECT- LL DRIMINGS. ME PMNING LOT MO DRNE«Ar ARM SIWL BE DETERMINED BY REFORM M TE SM PUH MD PAV NT SEDITION DETAILS FOR UO I NA UNITS OF &NMINOUs PAVEMENT SECTIONS. M. REFER M THE MCNMET-B SET PWI FOR YDST CV9R1lT XmiIZOMK DIMENSIONS AND STE UYWT. 10. REFER TO MINT PUN FOR YNTMY SOBER. STORM SEWEON ! WMIRNYN L ItlM 00 E AFONS. I, FRIEND GROUND MO SOD Et ATM AWACEM M 91EDING 4WL BE D' BEWM FLOOR E ATOP. SLOPE GROUND MAY FROLI BUILDING A MINIMUM OF D- IN 10 FEET. .. ID FEET REFER TO R. .. 12. NNTRUCTOR IS FORD SIGNS FOR GR&DNG AND SLOPING THE FINISHEDGROUND SURFACE M kWOE SMOOTH t UNIFORM SIDPES WHMH PROA E POSRNE DRYNME AWY FROM BULLING$ AND PREVENT FORCING IN LOWER AREAS CONTI ENGINEER IF FRO➢ AWUSTMQAS TO GRADING PLANS ME REQUIRED. 13. INSTALL A MINIMUM OF < INCHES ODES 5 AGGREGlE BASE UNDER CURB MD WTTER. 14. EROSION CONTROL BUHIET $1WL RE NETA ON Au SLOPES GRATER TINT CR OWN. TO 5:1. Olt OPENED SOIL ARVS SOUL. NAW MMPORMY EROSION O( MXlN3N OR PERMANENT COVER YEVR ROUND. ACCORDING TO TIE FOLLLONG SLOPES AND TIME FRAMES T ONTO (LWt) MR SI STONER TMM 5:1, 14 GAYS (UM) FOR SLOPES 10:1 TO S:l MO 21 DAYS (WI) FOR S DPE5 MTO TH.W 10:1, EROSION CONTROL NOTES COMPACTOR SNALL REFER TO AND MIRE BY OVERALL SWPPP FOR CI-VUN SEN WEST BUSINESS PMK. CONTACT CAFNFR COUNTY SOIL h WATER CONSERMATION DISTRICT AT B52-MA2-5101 FOR 1NIOUN R INFORMATION. I. .MIL FORGOER SILT FENCE MO M N CONSTRUCTION ENIPAVCES 4WL RE INMAIIID PNM TO CGATOH'TON. 2. THE CgRRI SI CONSTRUCT DRMNM E GSINS PRIOR M $RE GRAaNG. 5. M1MIN TND WEEKS OF SITE GRINDING. ALL DISTURBED AREAS SI RE SUBIL®ROTHRO SEED. SOD OR BOCK ELSE, REFER TO ANOSQNPE PVJS FOR WMAMLLS A. AOL ONSIW CONTROL MEASURES SOUL RE INSTA-OD MID MUMNNED IN ACCONNI WRN CRY MD WATERSHED DISTNR PERMITS 5. THE CONIRKTOR SNML AWMNN ALL EROSION CONT 0. MEASURES. INCLUDING THE REMN& CE ACCUMUUT:D SILT M FROM OF SILT FENCES WRING THE DURATION OF THE CONSTRUCTION, R. MY IXCESS SEDIMENT IN PROPOSED BASINS SIWL BE REMOVED BY THE CONTRMTCR. T. REMWE KL ERNOM CONTROL MEASURES AFTER VEGETATON IS ESTMUSNED. B. THE CONNCN M SOUL REMONE NL Sp15 MD MOMENT TRACKED ONTO CKSTNG SERVES AND PAVED MEAS, B. F BLOYMND DUST SEDUCE A NUISANCE, TIE CON7R CTOR SNNL MPLY WATER FROM A TANK TRUCK TO NL CONSTRUCTION MEAS ID. STREET CLEWING OF SM. TRACKED CIAO PUBLIC STREETS SH NCI -WE .1 STREET KGRNNNC MD STREET MORON: M NEEDED, 11. MR RM MUST BE IISMLLm AT µL CURB CUTS WMIW 24 HOURS OF PANNG. P DE 10 CY OF CUSS N RIP RM AT EACH CURB CUT TO BOTTOM OF IMUNN CODRDIRUM INSNIATKN WITH PARK GMDEN CONSTRUCTION. i1,2112V THE CONTRACTOR STUN GOMACT ALL PUBLIC UTLMES FOR LOGTONS OF .MIL UNDERGROUND ARMS. CMLES, CONDUITS. PIPES, NMHOLES VFLm. OR OTHER SUMED STRUCTURES BEFORE DUNNING. HE SW RFPMR ON REPUCE THE MD`E WEN GMIDEO DURING CONERRUCIYJN AT NO COST TO OWNER. BENCHMMK 1. -I THARnjx0w 1mT I, . IxcAff NOT. Mwa ..M as a xrn. AI ltrlRRe). ARDIIIECT. ry � 10MAN D GD 90 ARCHITECTS ® WINDOW GURU WMRNWFI/KKTOIBI SOME IN FEET 1159 Pke LOU, D" NOR W*lm, ON 55112 (f01) BSB.Oms E-MIL NfotlMuMm.00m Schoell Madson EESEW T h N ENO., M 9 DENOTES BOUNWD' TINE 1 E 1 DENOTES DRNIMCF/ MUry MOMENT Anwrwwnm. —G.— DENOTES MISTING COI 99e DEW. lE5 EMINIJ. DESIGN CONTOUR IAxAM"w1NNMr Nw AspWww O wswar•I MGwMArAYO'nb ON - DENOTES PROPOSED CONTOUR 1lrlwalbyROIw rbbYwtlbbAglNIRNMM 4wrY CQpT6 FUTURE CONTOUR BmE1 eE « DENOTES IXMTNE STORM SEWER Ow ROIY 1>mt r ppg1E5 PROPOSED STORM S. -I DENOTES PROPOSED WATIFWIN DENOTES PROPOSED TI CURB -C3EIO[O[3C1[ICIOOCif} OUNCES ME 1 EMBION COMPEL SILT FENCE Droilopor DENOTES TYPE II EROSION CONTROL ELT FENCE EDEN CESOTO INFORMED ROCK CONSTRUCTION ENTRANCETRACE �_1. DENOTES PERCENT OF GRADE B156 MALLGIY GWNT •.I. DmMES PROPOSED SPOT EIiVATM CHANUSSEN, MN 507 OQp16 FMWE SPOT ELEVATOR ODENOTES FUTURE BUILDING (952) 6072E FAX (852) 361-0723 DENOTED vRDvosm emmwc DEMOTES PROPOSED RNMGRDEN a — OECOES COSTING FES DENOTES PROPOSED FEU/TES WITH MRIM EOCATCN: ® o DENDTO EMTIUG STORM MANHOLE/CB G"N COURT ® ORDENOTES PROPOSED STORM MANIROEE/ce GAIPN BLW. LNM SLID. CHMHASSEN. MN O DEWTEs ENmxc sMITMr M.rNCIE b DENOTES OWING HYORMT — 1- DENOTES PROPOSED HYGwT II PIODoe O to: M DENOTES PROPOSED GM VKVE 'EW WAYTEK INC. PRELIMINARY GRADING PLAN IM , ONE SCANNED ataBR mm MI CNI= JB C2 Aw. w`•'I1C .N M M ,.N....�Hn a..1.1..a. a RMlen - iT1.4 M lN4W-1N91. CONSTRUCTION NOTES: 1. REFER TO ARCWIECTS SITE PLAN FOR BURDNG AND PANNING UMOIR DIMENSIONS AND LOCATORS. 1 PRIOR TO CCNMIRUCRON, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UYI_M LOCATIONS AND INY£RR, SHOWA OR NOT SHOWN. ANY DISCREPANCY SEPPEEN PLANS AND RED CONpIgNS SNI BE REPORTED TO THE OWNER MIMmKTUry 3. THE URIIY CONTRACTOR SHALL VERIF! THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSRRCDNG SERVICE CONNECTIONS. A. ALL UTILITY MORK SHALL BE PERFORMED IN ACCORDANCE MTN THE CM OF CIANHASSEi SPECIFIWTONS AND "IDINO POW REQUIREMENTS. 5. a- s a- IWISANNN SMALL BE c-BDO PAC CONRNMIW TO THE REOUWENENIS OF PNSI/AMWA CL51/A2131 AND cHOA/ARIA. RUNGS SHALL BE CZARS RW CONFORMING R THE REOUIREYENR OF AN51/AWMA C11O/A21.10 OR ANSI/AURA CISJ/ADL.zL MORANIS SHAD BE THE PACER a MANUFACTURED M M VWERCUS CO. OR PAI EOWL COMPLYING WITH THE ME CM OF CHNHASSEN. GTE VALVES SIWL b SINGLE OW TYPE MYTH MOMENT SEAT MEETING THE REWIflFMEXR OF AYIMA C50B. ALL PLUGS. TEES, BENDS AND OTHER THRUST FONTS SHALL BE PRWIDED WRH CONCRETE RFACTON BACKING OR MEGA LUG. ALL WATERMAN SHALL BE METALLED ANTI A MINIMUM OF TV COVER AND IN ACCORDANCE WITH AWWA OEM BEFORE BEING PLACED IN SERACE. THE COMPLETED WATETO.WN SHALL.BE MINFECR➢ AND FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF THE MwNESaTA DEPARTMENT OF HEATH. 6. SANTART SOREN SHALL BE 6' PVC-SI UNLESS NOTED DFFERENTLY. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION WTH CM ENGINEERING OEPMTMEM IUD COORDINATE ANY REWIRED GM INSPECTIONS NEEDED MR CM MCESITIACE, T. STORM SEWER SMALL BE DUAL WALL HOPE ARE, RCP, OR APPNOVID EQUAL CATCH SAGAS SHALL PE PRECAST RUMMAGES CONCRETE. CASTING SHOO. SE NEEIWH R-3E90-L WITH CURB BOX OR NEENVI R-IRE WRH TYPE 'C' DRAW IN PWFMEM AREAS OR APPROVED EQUAL MW0LL H6 SHABE FOUR FT. DWHETER PRECAST REINFORCED CONCRETE IN ACCORDANCE WTH ISTM G76. CASING SIWL BE NEENNH R-TESTS. MANHOLES &HAL IUVE A MINMUM OF 2 AND A MAXIMUM OF A AAIUSRFNT FINDS. 0. JTI TRENCHES SHVl SHE CWPAOFD TO 95X STANDARD PROCTOR MNTMUM ILO' DFNSM (ASTM O,BM.7a ON MSNIO'..) FROM THE PANE ACNE TO WRHN THREE MET OF THE GRWNO SURFACE AND IWM SOANMRD PROCTOR W THE UPPER THREE FEET. B. CONNECTOR TO THE EXISTING SANITARY ASEWER AND WATER REOUAES NSPEOTON M ME CM OF CHANNASSEN, 10. FIELD ADJUST ALL CASTINGS TO MATCH RN, GRADES, 11. CONTRACTOR S. CCM.MT 'GOPHER STATE ONE CALL' M1TRN TANG WORMING GVS PRIOR TO EXGVATCN/CONSTRUCTION FOR MLRY mCATONS. TNN DUES METRO AREA: 851-AN-CW2 OR LOLL -ERE£ 1-BOJ-252-I166. 11 CONTRACTOR SHAl. NOTIFY THE CM OF CHANHASSEN AB HOURS INADVANCE OF WORKING WTMIN THE RIGHT OF WAY. CRY 1RSPFLTORS MUST OSMI ALL UI CONNECTIONS TO Ex1. LINES. 13. CONTRATOR MILL aE RESPONSIBLE FOR OBFNNING THE IFPRONGTE SEWER. WAFER AND PLUMBING PERMIT FROM THE OARS BUILDM3 DEPARMEM. 14. GENERAL CONTRACTOR SMALL COORDINATE VERB( WITH ALL UIWIY COMPANIES. 15. INSTNIATON OF THE PRIVATE MUIIES FOR THE SITE WILL REWIRE PERMITS AND INSPECTORS THROUGH THE OIYS WLDIN3 DEPMMEM. LEGEND DENOTES BOUNDARY LINE - __________ DENOTE DNAMAGEv Unm MOMENT < MOTES EXISTNG STORM SEWER DENOTES PROPOSED Sfgb SOONER FUTURE STORM SEWER -1 DENOTES EXISTING 1W£PAWN -I- DENOI6 PROPOSED WAIEAMNN DENOTES FUTURE WATERM IN DENOTES EXISTING SITAR! SEWER -a DENOTES PROPOSED SWRARY Smpt DENOTES FUTURE BUILDING O DENOTES PROPOSED BUILDING DQGTES PROPOSED RUNGADEN COGTES COSTING F6 M a. DOGES PROPOSED MI ES ACTH RIPRAN o DEWES EXISTING FORM MAIHO£/ca E DERDTES PROPOSED STORM MANIGLE/CB O GOMTES EOmK SANTARY MANHOLE -I} DEumm BISTNG HYDRANT 4' DENOTES PROPOSED HYDRANT M DENOTES PROPOSED GTE VALN£ WARNING THE CONTRACTOR SHALL GONTALT AL PUIELt MUTES FOR LOCATIONS OF ALL UNDERGROUND ACRES, CABLES. DEMERITS. PANES. MANHOLES, VALVES, CO OTHER BURIED STRICTURES BEFORE DGGING, HE SMALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED GOING m CONsurnON AT NO COST M OWNER. B-MARK 1. MHAVni.w MiI lMeAN AND awe 1 MOOT MOT aw9 A^R NM M IRA. N Mw --M,,. LURW-IAS). M. ..:� $ : ., .L .. M DR.l . 970.w AR,(COW-I W1. I / 963.27 / WL 50 `THAN , WLWL / AM" / _6 / _7,-4 9 2970 976 7( IT C v+lE G 30 d 60 90 SGN£ IN FEE 964 966 I 968 962 AI axo' SAN 1 CONSTRUCT ON TOP OF 1- I 3S SRB. NRRAROR TO FIELD YO,F, INNER PRIOR TO CONSTRUCTOR IBI-9a0.Aa .5125(SE) .52.50(b.E) CONNECT TO BISTRO S' WATER SUB � C2 AMo � dlL 1 0 cou BIrnNG I' EB 5RB J d 1 ___ ____ DRAINAGE & UTILITY EASEMENT PER THE PLAT OF CHANHASSEN WEST BUSINESS PARK I e I I 0.3 B' NY O! 56 15' RUG O O,KX END 5FROM .LING a- VXM H 95 BE A a•. RINGS B♦ "» 8�:�(E F.F.E.=963 " - - wBBm.� IRN-gN.1a(S) INV-9b1 I ul I y - r I e I I W f I I 954 - I 62'-15 RCP CIS Q.. R CLV 5 PLUG ETD 5' FROM BUILDING MINX s Ixv-BSA.A2 - RM-ps7.ss _ I IXJ-BN.I1(E) ITN-955.51(NV) '6 0 el�V IIlMI11f g I i I Its R I .n I 1 I p57.55 MK.,NKN w) 15 P5ANG BUILDING BBB rv54 .07 1 RAINOSEDF0'XPE aO� / Gi ARQIIIECF R 0 0 W M A N ARCHITECTS AN EDAM OMRNRm. 1159 Nw,;w LAM 0H\e (51) 63 MN 55112 (RD631.0200 (fm) 639.9726 E-MAD Y0611Mu... Schoell Madson TWO FNWWV &rMMi MRAAN 11 4-oMHIRIMAMMPARR .." MInPMinsM NI_PM AAMF\MANIYI - r .ANIMMMMA0. PRI Bill IMwAMeY AMnBWnn pMM _ EDEN TRACE 815E MALLORY COURT OUNHASSEN, MN 55317 (952) 361-0722 FAX (952) 351-0723 PRO.ECT LOCATION: GAIPIN COURT CA(PIN BLVD. A LYMAN BLVD. CHANNASSEN, MN ft)Mt P,xpoME to: WAYTEK INC. NAuf AUG W ARNMAWnIY PRELIMINARY UTILITY PLAN aY-15' RT GO e AF I I � �'il �CONNECT N EXISTING 9' SANTARB Q ■ IMr=pSp.Ol 1 I I 170' PrE SDR2� 9 B--KIND IFN'WGN51.71 AND END 5' FROM BUILgNO IOBNM ?s SEES a I • SCANNED B R I M-pm.5o e vN _ -ab.s7 I o S HYDRANT B. PLIO a I ■ 6- u. 6' vN.vE END PALE 5' FROM BUILDING 1 � I - I B I I I 1 I�aa MERGE SEND MAH a 1 RINM vUBI __cBWH 5 eI 1rass 1 J - 1. J DATE 6-I6-DES DRAWN j I � I I CHECKED x C3 f'l SEc'a=,.._ -4A� AS MANUFAMRED BY -- WNCO _C-SHAKOPEE. MN. ESS BROS.,LERETO, AN. OR SMEAR Fill •uM eauWa .' Wk. 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Tw. v.xBl e.unwauwoea ,w a n em w .nR TR9: CITY OF TYN6AL OM CITY OF T DMRU" ff CITY OF WATnII YAM � CITY OF SATE VALVE AM BOX CT' OF n�llA� CITY OF �� M CHUHASSSN me surrm C8AN8A888N UA w ALUTan C811HHl�SSSH CBANBASSBN CBANBASSSN OCTAL CBAN8A888N OW�M uw uo� n:-e as a,. t a' �wT ►QL PL VIWA °ixo Xxa �11 xa R z - r111CtC a s,:°cn 1. SECTION A -A FIN .Xti Xwr ... • _, _rrc, , 7.. x., Po waex w..e uas -XxwT vw Nwx•S RC ,%!_V,TKT xm uwW3wa3a Iw ... ` ,,.F,.,n. Pouo.. .n...•aC.- M ePM1 _,CR �. z�x�obNm eeuaure a< cnora C..wa.,1 ,u.m,.m sue' s B1�/� • 11/I� b reE r, 1 °CNE Fill L •..Y:B.S _ 3'en Am omm- J PLAN NEW OF pfaWW.LL RAMP u. VCME SVACiNc 9 sE0 cncry A g ELEVATii OF RAMP p a. -IR � T 0 ' iurrw •WII Cil ,° •w s�",v:¢'imx,r iabi.7..9x'""r..aTw CER1A.C1 e°i.,T..T ,.Ttee. �a aa:aa a.u.,mx cuarua. nwnn sa m¢,u3 ur,c crtY of I „R, I cln of I "„ 00" I c r of I � I c ry of I CATCN .AtM I �, an of I a � I I �TMN C8AN8ASS8N �prAYC nAN8ASSSN OIIIvmIrAT Aran CBANBAS88N CBUBASS8N MANNma C8AN8ABS8N CBANHASSSN als ■Aif , A ,,,_. NMIM aoa >-„ ..--.,:'.m. � ._,e N,: ..:,:,n.: m ,.,.,..., ,.,, ,,,:n: Im AROX1ECf 10UWMAN ARCHITECTS mu u�ralMiBBrc eM'1°�£wln 1 B PNe WI OM11 NN fiN1) a WIN 55112 (kx) 639,0726 (1m) 639.9]SB E-MALL: FtBOLNvnm.caR Schoell Madson mIWNBB L 4NYNB/aw£NNze�/BWIBYBW^ P•P� aw•wnw BBBLw Wuaw NwaruV� utivNYewMbBYYMN•�'Y M1W Rill ]SIBS gvYwlp.. Jm BeMwn M1u: EDEN TRACE 8156 MALLORY COONT CHANHASSEN, MN 55317 (952) 311 FAX (952) 361-0723 PRO.ECT LOCA11W GAIPIN COURT GALPIN 9LND. 6: LYWAN BLVD. CHANHASSEN, MN Pr°fxi Pri tumd to: 'EWWAYTEK INC. jw DATE OBAr@1 al DETAILS my C4 WARNING TIE COMIRAMM SMALL CONTACT ALL PUBLIC UNTIES FOR LOCATIONS OF ALL UNDERGROUND WIRES. CABLES. CONDUIIS. PINES, NMN U S. VALVES. OR OTHER BURIED STMCTURES BEFORE DIGGING. ME SLAW. AMUR OR REDLVS TE ABO+E WHEN DVYOED WRING �((/PLLA`�jNT LEGEND y+{ 1 - F ORASl011Y MCIOIMUS TREE t E EVERGREEN TREE NO MUUM IN SD SOFAS NOT RESSER .PoCK VW'J 'Af 4%RLM 6 0 SHRUBS/ PERENNIALS MCK WWII IN BXflUB BEDS- DRESSER TUPP O O mO /61>. (' uWEED, LREr/G DK w COLOR B1 DRESSER TRM BOOK M.. MESSER. OBNWENFLL TREE WSCpbIN. 715.♦&5.3216 IIIII LANDSCAPE NOTES 1. UXDS' MNIRUNIMA TO Y91Vr ALL MOT' LOCATIONS ON PROI WIRI ME GENERAL COMPACTOR AND BY Gll)NG OMMEA STATE ONE CALLN 0 U W M A N (651-♦5♦-CN2) PRIOR TC WANING PIAM Loc noNS. 2. YERIFY ALL LANDSCAPE IMPND 1 15 WITH REMOIAIS AND SM WORN, WNIPACIpR M DISPOSE OF ALL REMNALS OFF -SERE ARCHITECT S 3. PROVISO A MINIMUM OF ♦' TOPSOIL M ITOPSOL AWM AREAS AND IV IN WROSO E SE05. ADO SOIL AMENDMENTS FOR OPTPURI NT G ♦. ALL LYS111RSED 4NOSCMED AREAS, NOT INDI TO IWK RCCN MULCH TO BE SCARED, UNLESS NOTED OT MWISE. ANNAMMAW RAM. 5. ROCK MI ARF 5: ROCK MULLX TO BE IN SWAB BED LCG ONS, OR AS INDICATED ON PWNINGS. MARCH SHRILL BE DRESSER TRAP ROCK A817. ti' ))jB PA. La16 DN1C ADORED, GREY/BV4K M COLOR BY DRESSER TRM ROCK WC.. DRESSER, WISDMSIN. 7154B3MI6. ROCK MULCH MAI BE A MINIMUM CP 3' OF➢111 P.ER FILTER NN EEO MIN 5611$ FABRIC. FREE OF ALL DELTERIOUS MIORNFA TO APPRWE ROCK MULCH, PRIOR TO WNSIRUMI M. (651) MI.= S. SODOM ANSI SOD IS M BE PMWRILY KENIUCKY BLUEGRASS. FREE OF LAWN GLASS W®S. MATCH AMC EDGNMG, AS MPMGR£. ANCHOR SOD ON (NA) 6399726 STARED OR POTENTIAL EROSION AREAS, OR AS REQUIRED MI SOD EDGE FLUSH WITH DIWNG RNIM GRME ROLL SW N PMM.E SMOOTH GRACE STAKE ALL SODDED SLOPES 4.1 OR WATER. PRGNOE EROSION CONTROL CMCES AS NECESS+RY UNTL SED IS ESTABLISHED. E-ARIL WOODOMMIN0 00a 7. CONTRACTOR TO VERIFY PLANTS REOUMED AS REFIECTED ON PLAN. NOTIFY LANI AROMIECf IF PLAN WO NMNUI£ W NOT LAI ALL PVNI — LMTERWL TO COMPLY WITH TIE GTFST EDMON OF ME AMERIGW STANDARD FOR NURSEM STOW. AMERICAN ASSOCIATION OF NURSEYMMN. ADD FIREDWER. HERBICIDE, AND PMClXZ AS NECESSARY FOR CPRMUM GROWTH. 6. ALL PLMTM SEDS M BE EDGED WTR LCMMERCML GRACE WM EGGING, 1EDt-KING' W OLY- OR ADRi0VE0 EOWL WHOSE) 4. O.C. ARM META Schoell Madson SPINES. FMI "ONNAI III B. SHREDDED MUMOO MULCH SMALL BE Al A MINIMUM A' DWTN. FREE O ALL DEflE NOUS IMTERML OWNER N AMROE OF MULCH. PRIOR M COHSTMUCRON. 10, 94GIB TREE PWIRNGS MALL HAVE A A' DEPTH SMRSNED HARDWOOD MULCH RING AROUND EACH BAY DECIDUOUS — MATERIAL SMMALL WALEIN A r �nrraI = MINNUM 3' OANEIER RING, EVERGREEN PLANT MATERIAL SHALL NAVE A RING TO THEMR WE 11. CONEACIOR TO MAINTAIN LAID WARP PUNT ER MATIAL GUAM IISTALATIGN AND FOR A 60 ESTABL5HUMN' PERIOD. V W OF WATER TO BE PER PLANT �IrA4aSi'mBurlawAVAAM R6MEAEM MR ESTABLISHMENT AND NORMAL GROWN. GMNPA IOR SMALL MM10E A WRIT MOMI T MR TIE OWNER ACCEPLWCE NSPEMM '^r•"VARb`wOb'mMNWI m�LLwwIPRWYbMOMMA 13. COHTPMTOR t0 WARFIMT NEW SN mP GO DAYS UPON$UBSMNILAL PELT NIi1k11O1. MINACUMmtlm Y,mdM1L\N MInn.Ie. 13. COMPACTOR SMALL WARRARV MEN %AM MATERAL FOR TWO YF/RS UPON PROTECT CC6PIEMN AND OWNER'S ACCEPTANCE, ALL RE 13JENR M BE PROAWD BY THE WNTRAMOR AT NO AONIONAL COST TO TIE OWNER. 11. ALL PLANT W30%A35 SMALL BE INGI ON SERE RNCR M P4.WING BY LANDSCAPE ARLX= OR OWNER'S REPRESEIfATNE I(Mn iepl� 15. EANI Tm6 AND SHRUBS, TIROUMOUF FI THE PROPIR, SMALL BE PRUNED TO .AWE DEAD OR UNDESIRABLEU1615 AND R SWJE PUNT ME DFA PAII.No >•� DESIRABLE APPEARANCE AM COMPLETED BY A 01 NDMDWL LOBRATOI M CLER AND GRUB EKSIING WGETATW AND DISPOSE CP ALL REMWNS OFF -SITE PER PROJECT IMPROVEMENTS. 16. PROI SMALL HAVE AUNkWIC UNDERGROUND IRRGArM M1EA. CONIFAMOR TO PRO X SHOP DM'MNGS FOR UNODCAPE ARCHITECT A➢PMNA DA FERWFnMGBAND WALL RNNEEO,`�MTEm'RTPMALL WWSYSTEM VBE WEUWW=�IGMNN A-Y OWNER. PBMM W OGOADSWATEREN. B BOOSTER PUMP. I EDEN ON 1MTXI-YGR wARWAND VALVES. LCMmL1ER. PAN SENSOR. W165. VALVE BONES. SLEEMNO. VA` ROTORS. SPRAYS. AND OTHER ACCESSORIES PON A cOMPIEIE SYSTEM. TRACE = PLANT SCHEDULE— LOT 1 GO, OIV. NMNAM NMIE BOTMBGL NAME RUDE ROOT REMARKS TH 9 TMORNIESS HOME G.UGY VAR MIAMI GLGISM TRAGMX05 'SIttCAIF 25Y BBB RILL SO 6 SWAMP WNNE OM( WEANS SOOLOR 23SBB B STAR. m ♦ NORTHERN RED GAS QUENCUS RUB" 2.5GL BAB LEADER. Y G 9 BERGES. GAEE! AM FR.ED1Ns NONNSLVANIG 'sENBE&ON, 25'GL BLB NO RO N ON 2 1mRNLE55 R HAWTHORN LRUS-PRANG VM. THERMAL 2T11. BBB 55 B SPRINGG MOW CRAB RING 2'T11. B BVLN Sl'INCE EMB NCEA CpISATA NC" AP S I— WSIRLW %HE SINUS %NUS HMG" B Rr. 70- New 34 OWA5F WSM NONEYSUCpE DIERAW LONICE" M' I3 COW. FULL T MAFORDE 31 JIM OILY W ILA NRRGUATA JIM DAN AMS IS MTMNY WATERER 5%RG SPAR" ELI .WOTMW WATERER GLS B GROW -Low FRAGRANT SUMAC RXVS AROMTG Cm LOW' IR' WTI. BRJ 5] BUFFALO JUNIPER JUW MANNA U FFNA WANTTES SIMMN N ME PLAJNING SCHEDULE ARE FW RE CONTRACTORS COPTMIENM CONTRACTOR TO VTRIFT W.WT1E5 SMOHN W TIE PLAN. IIIII PLANT SCHEDULE— LOT 1 BUFFERYARD CEDE OTY I CGWON MAME/LATN MALE am ROOT I REMNSNS THOM `ffi HCNEMMVST wr. Imm� 2 STRAIGHT IEAOER XL 1 old". 4McmNw '9, N' CA BARB AN FULL CROYM FA 2] FNIGAD ASN 2S Bm STRAIG T LEADER 'm'.A. n . Foo 6' CA AND. M. ETTDEAF UNDER 2S STRAIGHT LEADER LL 0 Tk viEOto BY A ROW BLACK RILLS SPPVLE BY SIRMGIT HEADER IS 5 Pk. louca CMFOIO MT. AND NLL FORM W 10 WIRE PINE BY sIRAG7 LEADER Plnus AtroEus MT. Am FULL FCRN 1Y 15 AMUR MARE Acor Fnd. 1.5' C B&BAM STRAIGHT LEADER FUEL W SPRING MOW CRAB 25' SIRNGNT LFMER 55 S MOW. rM SnOr' CAL. BY AND FULL. CROW FOS BO Mr POT SP.— 4tlo]oN Yalry GINAW GL DBX 2D W NW CK POi ERN1A LGNMRA OA QUANDNES WORN N ME %MNING WNSDUAS ARE FOR TE COMRNMARI NNWNENS LONIPA'fOR TO NRIFY OAKTYES SHOWN ON THE RAN. n d 0 0 90 SCALE FEE 3156 MALLptY COURT CHANIAS@A WN 55317 (952) 351-0722 FAX (952) 361-0723 PROJECT LOCA)WN GALPIN CWRT CALIPH BLVD. d LYMAN BLVD. CHANHASSEN. MN Project piopoww to 'UWWAYTEK INC. MM.N.MA.nA�.1 PRELIMINARY LANDSCAPE PLAN DATE DRAWN CHI L1 6-1hw JJ JS NI ARCHITECT: PKMLL 'A MWWCR WOFx mE 411LCM 41M191ED CONTAINER STOCK iSIXR SIM M1W BOTIN OF HOLE . BOCE, M .. CORM aGIMI.. AS D RQ,TED v INGS.M. S. HE.. . ER .WO BOOR E M NURE OURME OF Sp, NISS TOBERRa uRCINc RBR0115 NSA . IEr.¢vFY. SET PI CM lW6'NI®tD 41 EOL M TgRWOHUF Cp,PY.'I6 EYXFIL SOIL AT TIE SVE OEPIH OF PwfER) AS R WAS ORONI IX THE WRID(I. s. MPLY xAIER m SERVE IVN19 /NO Fu Wm. fMAIRUGI J" DEXH YMMBHE; SUBN. '. WATER TgROLCKY ITMX 1 XWRS. F. WIM NmRN M Nk0.S CI THE SM ONO xAMRNS LNI M YJL 1K51URE IS IXMBNE. n SHRUB CONT. PLANTING DETAIL V.i.S. T wYFD SIEEL ME, (Mn/WL JWJ) OR MPRGip WIML ,r LRIO PoL,PRMtWE pt IKKYET111£IS (M WL) , 1n - NE ERIPS. NXIM E . IA D BRIBE TREE ww'D FROST A NRll�N.SONIw w/ .waRam T M RNIO W/ BEPIN NUMH NANIIw mR --- — POLL WB IRE 1/J OF ROT PULLM'p IEYSh 41 UXOIE D SOIL OR CWPPCrm WNTLL ROAD III lµR TO BE xOILeEO OR DPoYEO TO RETAN tl RNIBURREEW. PIACE SECSIQN Kp.EBRB B weeX AND xISPEs ON1W �FS,,O5 MLL FIEF BC IPPRO.m. �� WR OF PVNIWG HOIF HOVE / SIMIINL/GN1MG IS NOT MIICU`UM i- \ 1 WIB Of YLICX \ m BE REOIIRm. INR IS ` Of UREO. An IF SIIpXo/MMHO 1 IRIIIB Of RCOf STSIEx BECOMES NECESS\M. AS MENINI BI THE FHOIFDI, ME \ ( ) 4UIRW SS1EM STN(IHO/MINE SXAL BE O}E N \ \� RUST P(AN VIEW FRFEIrR/WWXOE M ( ` )TREE PLANTING, STAKING/GUYING DETAIL N.T.S. NONE, RXrxMIDx NnD TRamLL ws m A wen DEMSLOPE EDUN ro aR Laww N flkvATW MW M wligl aF TE ME gFLTLv iliAm n¢ FLW! m INANE NE.V OF PpM F ROOR N IiMY AlY YlW W Y1 W!E eI REU➢ tl AWN4L N n PLANTING DETAIL FOR STEEP SLOPES N.T.I. AVE NI(YUM OF YM1ER PER PUN �rFE IFw1PJ.710N f!L WCHINE 1R419PW11m �_IRU T1EEs IT. MINve ) BRLIID & BURLNI mEs '11Y2 WE RMT ThEES 151 BLLIED k BURWRED —'ON' SHRUBS WE ROOT OR T; CC IIKA SHRUBS x000Y 9E£DINGS Ay XENRY:EDU9 GRWNDC%aIS M'D . XIxEs 1) THE WAVERING GUIDELINES A UYE A WIL CONDI BRIIII MEOWTE BUT NOT ERCESSNE OR PoOR D.WN. E. WAFERING IMWYAIS AND "UM OF PPPUGra MUST BE VWR➢ Cp50BAING FREVAIIMC BOIL MOISTURE MM WEpT CONDMOM FHMU ROUT FILE GRSNNG EEASON. ADEOWIE BIT NOT IXC6SNE SOL O.IN ME RCOT ZONE OF NEW PVNIINGS MUST BE NUNHOU ED AT NL TIMES TFOWHOUT THE BRONNO SEASON MR THE FIST NO YFAF5 FOLAWINC RW NG, WAVERING NAY BE REBURIED BE ILY DR INFREDUENRY. THIS DEIERNBNI gN EILNL BE NUDE SY T1E CONIRACNJR. Z) THE COMRI4Tgi IS NASE➢ MAT THE WATERING GUN.NFS ME NOT RE IJUEMENIS OF ME COMPACT ALTMUGH FAILURE m CMRELT WATER ERMI S W 9UWIDIEMK WAVERING OR FAILURE TO CORPEMAT: MR DISESSIYE WIL N067URE MD DRNNAGE PROAEY9 NAY RESULT IN UNMCfYTU PI L NG TO REWCED Mi NO PAYMENT. f (WATERING GUIDELINES A.`NSX/GEOIIIIE FRMIDN L. FANR`X.B p . h`E E) 'MNEEUFSEi CILUNG DN EIMEIGPFS_M JN.Iv OR ERG- MICHOR FA— MM sLO APILS W tl4 VINE AH(1 giOADE N WAXM. 1PENCX EMS Gf fRBRIC N FREI UXUMUF cWq WN r L H SHREDDED XNIRNOI MI MISH fRNDE TMRaIG avr. Al M1mx o emx- O`PaC1FT RNISX GRADE µ. SNXD, (ER PASAIG ME 1. AEYE, Wp A ax NV MUN DF BOX I.E. THE / S.) -JIn ORGWL (PEAT NoRs' ... DR 5%VINYY) 1, PR 1. PROrIpE EEDIYEM BASW AT NL INIFIS WIM RIP RN. vERIFv BIBIN \ AfIPro SV6IALE SUB S'-I CEFP MIN.) AND RIP PAP lWE PEN II.W. AND/ON W1M ZNONWILI/RNTE WJE OF RI N WNfA GPLfN TO E . WI 1. N HOUR SEESECTIOwE . SEpFA PI�W FOUR WXDECIpH. RI PEWOD. UN_ C6pNEp OTIWM6f I. 0.WIY,CIOR ro IROAE RW III OADEN NFIMMN h3TIN6 AND f,DNSE NL1ER KGREGIF(unWT J1w.M) %NTSYAXD ImRL' LENXIF.A/VNDNXE MLXIIFBI, RIRR m 16IMN*M DEOIFx111E FUYFJC-ME I(.. .). IT pA w. HOUWMAN ARCHITECTS /N NfEEMM Mpl ELL aMNIM1 B/IDI61 11% M. Ids W. M. WOW, YR 55112 (M) M.9726 E-MAI: MfollBou m.. mSchoell 1 on FIMadson l Mp yson I Mnb/ mNIE Tel Pe pan we pgwal ty Rr.ReW RxeB.XNT.I.No,...e Tx I xR eIviW PgbolpnYL.Ma{a PM4 .oMW aN.swa MineW EDEN TRACE 8156 NALLONY COURT CHANHASSEN. MN 55317 (952) 391-0722 FAX (952) 391-0723 PIN ECT LOOATCK, GAIPW COURT GAIPIN BLED. & LYMAN BLVD. CHANHASSEI, MN pMjRt PRfNEE (Q W WAYUK ZINC. ulAun MecluCq Wplp RrirelxA PRELIMINARY LANDSCAPE DETAILS ENLI ML OrfliflLW STORM 9EIIER WN110T£ OR GATCX WIN. NEIIMWR 4 fl-2531 BEEXXE NG F14MF, "Nu"NuEWF STORYEW SER P BPIABe JI j1 ScaNNLo DRAIMILE/ OVERFLOW SECTION N- DRUNRI CONNECT ro sruRx sE1NR ON w7wn \RAIN GARDEN- ENLARGEMENT nTs. tali 8-19-w DRAIN X CIEO® ET L2