CAS-09_PIONEER PASS - RYLAND HOMES FILE 1 OF 2
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CAS-09_PIONEER PASS - RYLAND HOMES FILE 1 OF 2Item Description, Non -Scannable Item -Cb -Folder Number I- hlOf2im a000 Folder Name �` .fob Number 2-3� � 2 Box Number b to-v5 Chanhassen City Council Meeting —December 12, 2011 Mayor Furlong: Or 3. Councilwoman Ernst: Either one. Mayor Furlong: 3.1. Councilwoman Ernst: Sure. Mayor Furlong: Okay. Any other items? With that is there a motion to adopt items 1(a) through (k)? Councilman McDonald: So moved. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Motion's been made and seconded. Councilman McDonald moved, Councilwoman Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated November 28, 2011 -City Council Verbatim and Summary Minutes dated November 28, 2011 Receive Commission Minutes: -Park and Recreation Commission Verbatim and Summary Minutes dated November 22, 2011 C. Resolution #2011-65: TH 101 Improvements, Lyman Boulevard to Pioneer Trail: Approve Resolution Accepting EA/EAW and Making a Negative Declaration on the Need for an EIS. d. Resolution #2011-66: 2012 Street Improvement Project: Accept Feasibility Study and Call for Public Hearing. e. Approval of 2012 Police Contract with the Carver County Sheriff's Office. f. Approval of Lease Extension for Old Village Hall, Seattle Sutton. g. Resolution #2011-67: Approval of Resolution Accepting Voluntary Donation for City Services in Lieu of Paying Taxes, Mount Olivet Rolling Acres. h. Pioneer Pass 2"d Addition: Table Final Plat, Plans and Specifications and Resolution Reapportioning Assessments. Approval of Requests for Temporary On -Sale Intoxicating Liquor License, Chanhassen Rotary Club: 1) February Festival, February 4, Lake Ann 2) Fourth of July Celebration, July 3 & 4, City Center Park j. Approval of Findings of Fact for Denial of the Concept Planned Unit Development, Walmart. *Councilwoman Ernst abstained on this item. SCANNED Chanhassen City Council Meeting —December 12, 2011 k. Repeal Chapter 10, Article VIII of Chanhassen City Code Concerning Rental Dwelling Licensing. All voted in favor and the motion carried unanimously with a vote of 5 to 0 except on item 1(j).* VISITOR PRESENTATIONS: Todd Gerhardt: Mayor, we do have one resident and commissioner that would like to talk about an upcoming event here in Chanhassen. Mayor Furlong: Well I guess we can slow it down. They must move slower at the county meetings than they do here. Commissioner Workman, good evening. Tom Workman: Good evening Mayor and City Council. Thank you. I was talking about surgeries out in the hall with a neighbor. Not mine. I am here on behalf of the Chanhassen Lions Club here in Chanhassen. A couple years ago I asked them if we couldn't sponsor an event in town that we don't presently have, and they said good if I did all the work and so I've been sort of at this in the details along with the City's parks department. Mostly Jerry Ruegemer. He says Ruegemer on his voicemail, I say Ruegemer. But it is a Polar Plunge and to be, Knutson has already signed up so. In fact I was in the lake today. I went out, there's about 5 to 6 inches on the beach where we'll be having it. I drilled a couple of holes. Got into my bare feet on the ice. Crawford was my photographer and so look for that so but it's now it's about getting jumpers and that's why I'm here tonight to tell the city and I don't know if that will pick it up. Can I put this on? Laurie Hokkanen: Sure. Todd Gerhardt: Right on the picture. Tom Workman: Wow, that looks perfect. There is a website that people can go to sign up and so let me tell what that is. That's very clear. Chanlionsplunge.com. Chanlionsplunge.com for the attorneys in the room. But as I said the details are all coming together. Thanks to the City of Chanhassen and Jerry to let us get set up down there. Don't know how it's all going to turn out. Sometimes it's a little bit weather related. if it's 14 below and a howling wind, even Laufenburger won't show up but I think you're signed up. Councilman Laufenburger: You can take that to the bank. Tom Workman: So but anyway it's going to be a lot of fun. I've been going for yeas up to Lake Minnetonka where they have a really good one and really successful one and I thought this is good. We can maybe do even do a little bit better but keep the money maybe even a little closer to home for the Lions and all of our charities. The Lions or the Lions. The fire department is going to be helping us. We'll probably have about 6 firemen down there. Fire people to help anybody who may have an issue. There will be an ambulance on site so now the Mayor's coming and so we're, I am counting on every one of you to be down there so, nothing else going on really on New Year's Day. I'm not a big New Year's Eve guy and so I always started doing this, started as kind of a tradition. Chanhassen Legion's going to be helping out with discounts on their buffet and some Bloody Mary's or whatever else you want over there, so it's going to be a great community event. I'll stop taking your time. If you have a question for Commissioner Workman, county business, our budget is due to be finalized tomorrow. We'll probably have less than you in our room. We've kept it like you, pretty tight and no real, no real issues on our budget. We are going to be talking a little bit about zebra mussels tomorrow. We had some Lotus Lake Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Fagan, MN SS121 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Dial: (651) 234-6222 E-mail Address: snelsonack-law.com November 9, 2011 Ms. Kim Meuwissen City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN— PIONEER PASS DEVELOPMENT ➢ Wetland Alteration Permit #10-09 ➢ Conditional Use Permit and Variance #10-09 ➢ Interim Use Permit #10-09 Dear Kim: RECEIVED NOV 1 0 2011 CITY OF CHANHASSEN Enclosed for the City's files please find photocopies of the above referenced permits which I recall scrambling to get recorded before the title company recorded the Pioneer Pass final plat and related documents back in fall of 2010. 1 have yet to receive the original recorded permits back from the County, and I don't recall seeing an email or anything from you as to whether they were returned directly to you — so to finalize/close this matter, I obtained and am sending you copies of same for your files. SRN:ms Enclosures Regards, CAMPBELL KNUTSON Professional Association BY:—Suian�R Nelson, gal ssistant SCANNED Document NO. OFFICE OF THE A 529108 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: S46.00 Receipt#: , Certified Recorded on 11/172010 at 11:23 �6.J AM ❑ P M 529108 M ty Cot�eumler CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: To fill and mitigate wetlands within the Pioneer Pass development. 2. Promerty. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: The Bast Half of the Northeast Quarter of Soction 27, Township 116 North, Range 23 West. Carver County, Minnesota, EXCEPT that pan taken for highway purposes described u Parcel 60 of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 rocoaded u Doc. No. 393960 3. Conditions. The Wetland Alteration Permit was approved subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland I must be shown on the plans (18-40). b. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. C. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. d. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 9420.0528. this should include, at a SCANNED minimum: 1) Two cross -sectional views and a plan view; 2) A detailed planting schedule; 3) A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); 4) A discussion of the soils as it pertains to their adequacy in wetland creation; and 5) A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. e. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. g. The wetland area should use BWSR seed mix WTI for any temporary seeding. h. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. Yellow tags shall be provided to the City after the area has been seeded. j. The planting schedule and vegetation management plan shall incorporate the buffer area as well. k. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. t Dated: July 12, 2010 SEAL CTFY OF CHANHASSEN By: ~ I L'� Q` Thomas A. Furlong, Un Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this A, 4ay of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci fChadassen. a Minnesota municipal corporation, on behalf of the corporation and pursuant to a thority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 g:lplan12010 planning cases\10-09 pioneer pawkwap.doc Document No. OFFICE OF THE A 52 910 9 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt& _ Certified Recorded on 111172010 at 11:23,1�y+M ❑ PM 09 III �i�u CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT AND VARIANCE #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit to permit development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone to grade and construct a stormwater pond and wetland mitigation in conjunction with the Pioneer Pass development. 2. Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: The But Half of the Northeast Quuw of Section 27. Township 1 t6 North. Range 23 wat. Cava County. Minnesota, FXCEPT that put taken for highway purposes described as pan cl 60 of MMESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 recorded as Dee. No. 393960 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland must be protected at all times from impact. b. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. c. Signage shall be posted at the property comers indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. SCANNED V I d. Bluff Creek shall be shown and identified on the plan set. e. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. f. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. g. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTm, Erosion Control Blanket P42Tm or similar shall be used in addition to rip - rap (18-62). h. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. i. Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. 1&_om if within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terns of this conditional use permit is a criminal misdemeanor. V Dated: July 12, 2010 CTTY OF CHANHASSEN By"7-11, AV4" Thomas A. Furlong, Ma} By: Z� A ijt-- ;((>dd Gerhardt rty Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this A3&kday of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci f Ch risen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 glplanU010 planning cases\10-09 pioneer pass\cup with variance.doc KAREN J. ENGELHARDT Conat�latlan� 5 Document No. OFFICE OF THE COUNTY RECORDER A 529110 CARVER COUNTY, MINNESOTA Fee. $46 00 Receipt!! Cenifed Recorded on 111172010 at CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNFSOTA INTERIM USE PERNIIT #i10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: Interim Use Permit to allow site grading prior to final plat approval based on the plans prepared for the Pioneer Pass development. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: The East Half of the Northeast Quarter of Satan 27. Township 116 North, Ruse 23 West, Carves Cowry. Minnesota, EXCEPT that pan Winn for highway Purposes described as Parcel 60 of MINNPSOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 eeoMW as Doc. No. 393960 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and the following conditions: a. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). b. The erosion control and grading plan must be amended per Preliminary Plat comments. c. The Wetland Alteration Permit conditions must be met. d. A phasing and sequence plan must be prepared and submitted. s, .i::, a1 e. The grading operations must follow the preliminary grading plan as approved by City Council. f. The applicant must submit a $36,500 erosion control security before grading can commence. g. The applicant must obtain percussion for any off -site grading. h. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. i. Permits from the appropriate regulatory agencies will be required, including the MPCA. NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. j. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. k. Erosion control measures must be installed and inspected prior to grading. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Upse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 12, 2010 CITY OF CHANHASSEN By: Thqq,as A. Furlong, Mayor By:✓� odd Gerhardt, City Manager STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this AlAday of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci f Ch hassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. Not blic DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 g.\plan\2010 planning uses\10.09 pioneer pus\iup.dx =PubVkMnn9eota Te5 Meuwissen, Kim From: Fauske, Alyson Sent: Monday, December 12, 2011 11:54 AM To: Meuwissen, Kim Subject: FW: Pioneer Pass 2nd Development Agreement Hi Kim, Kate asked me to forward this to you for filing. Thanks, Alyson From: Sonstegard, Mark fmailto:msonsteg@ryland.comj Sent: Thursday, December 08, 2011 2:29 PM To: Fauske, Alyson; Hageman, Drew Subject: Re: Pioneer Pass 2nd Development Agreement Alyson, We did a quick review of the agreement and two items jump out, 30 days to file the plat and the special assessment amount. Per our contract with Sever we were planning to close and file the plat in March. And I would like meet with your finance people to go over the allocation of the assessment. So please pull the plat from the CC meeting next week. I'm out for the next couple of days, but will touch base with you next week. Thanks Mark From: Fauske, Alyson[mailto:AFauskeCcbci.chanhassen.mn.usj Sent: Tuesday, December 06, 2011 10:50 AM To: Hageman, Drew Cc: Sonstegard, Mark Subject: RE: Pioneer Pass 2nd Development Agreement Hi Drew, Attached is a .pdf of the development contract. The council packet goes out this week. This is a consent agenda item so if something needs to be clarified we can pull it off consent. Please let me know once you are done with your review. Thanks, Alyson From: Hageman, Drew fmailto:dhageman()ryland.com] Sent: Tuesday, December 06, 2011 11:43 AM To: Fauske, Alyson Subject: Pioneer Pass 2nd Development Agreement Alyson, Mark and I were discussing where we are at with the 2nd addition and he mentioned that we have not seen a Development Agreement/Addendum to review. Ideally, we would like about a week to review this before City Council approval. Timing wise, we don't feel we need to rush this to council, so if needed to get the Development Agreement, we would be okay with pushing final plat out to January for City Council. Please let us know your thoughts. SCANNED Thanks, Drew Hageman Land Development Coordinator I Ryland Homes F: (952) 229-6046 1 F: (952) 229-6024 1 C. (612) 366-1984 dhageman(@rvland.com SCANNED 09 CITY OF CHA NSEN February 15, 2012 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Mr. Severin H. Peterson Phone: 952.227.1100 Chief Manager Fax:952.227.1110 Peterson -Jacques Farm Land Company, LLC 15900 Flying Cloud Drive Building Inspections Eden Prairie, MN 55347 Phone: 952.2271180 Fax: 952.227.1190 Re: Outlots A and B, Pioneer Pass — Planning Case 10-09 Engineering Phone:952.227.1160 Dear Mr. Peterson: Fax:952.227.1170 As part of the development of the Pioneer Pass project, Severin and Sharon Peterson Finance Phone:952.2271140 donated land to the City of Chanhassen. This letter is to confirm that there were no Fax:952.2271110 goods or services received in exchange for the gift of land from Severin and Sharon Peterson for the land described as Outlots A and B, Pioneer Pass, Carver County, Park 8 Recreation Minnesota. Phone:952.227,1120 Fax: 952.2271110 If you have any questions or need additional information, please contact Robert Generous, Senior Planner, at (952) 227-1131 or bgenerous(a)ci.chanhassen.mn.us. Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Sincerely, Fax: 952-227.1404 Planning Natural Resources Phone: 952.227.1130 Fax:952.227.1110 Todd Gerhardt City Manager Public Works 7901 Park Place TG:ktm Phone:952.227.1300 Fax: 952.227.1310 g\plan12010 planning cases\10-09 pioneer pass\land donation confirmation Undoc Senior Center Phone: 952.227.1125 Fax:952.2271110 Web Site www.ci.chanhassen mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED CHANHASSEN CITY COUNCIL REGULAR MEETING MARCH 12, 2012 Mayor Furlong called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilman McDonald, Councilwoman Ernst, and Councilman Laufenburger COUNCIL MEMBERS ABSENT: Councilwoman Tjornhom STAFF PRESENT: Todd Gerhardt, Laurie Hokkanen, Paul Oehme, Kate Aanenson and Greg Sticha PUBLIC PRESENT: Laurie Susla 7008 Dakota Avenue Mayor Furlong: Thank you, welcome. Good evening to those here in the council chambers as well as those watching at home. We're glad that you joined us this evening. At this time I would ask members of the council if there are any changes or modifications to the agenda. If not we'll proceed with the agenda as published without objection. PUBLIC ANNOUNCEMENTS: None CONSENT AGENDA: Mayor Furlong: If there's desire by members of the council or others present to have a discussion or question on any of the items 1(a) through (d). Excuse me, (f), I would ask that you let me know at this time. Councilman Laufenburger: Mr. Mayor? Mayor Furlong: Yes. Councilman Laufenburger: I'd like to have a discussion about item (f) please. Mayor Furlong: Okay. Thank you. Councilwoman Ernst: Mr. Mayor? Mayor Furlong: Yes. Councilwoman Ernst: I'd like to pull (e). Mayor Furlong: Alright. Anything else? Very good. Let's go, we'll bring both of those up under new business since we don't have much tonight unless there's objection to that. Let's, is there a motion to adopt items (a) through (d). Councilman Laufenburger: So moved. Chanhassen City Council — March 12, 2012 Councilwoman Ernst: Second. Mayor Furlong: Motion's been made and seconded. Councilman Laufenburger moved, Councilwoman Ernst seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: a. Approval of Minutes: -City Council Work Session Minutes dated February 27, 2012 -City Council Verbatim and Summary Minutes dated February 27, 2012 Review Commission Minutes: -Planning Commission Summary Work Session Minutes dated February 21, 2012 b. Approve Nominees for Park and Recreation Volunteer Service Awards. C. TH 101 Improvement Project 12-06 Between Lyman Boulevard and Pioneer Trail: Approve Final Design Contract with Kimley Horn & Associates. d. Pioneer Pass 2"d Addition: 1) Final Plat Approval 2) Approval of Development Contract and Plans and Specifications 3) Resolution #2012-13: Approval of Assessment Reapportionment All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: Laurie Susla: Hi. Mayor Furlong: Good evening. Laurie Susla: My name is Laurie Susla. I'm with the Lotus Lake Conservation Alliance and I'm here to speak about AIS prevention. I was not at the last council meeting. I was out of town but I understand that there was quite a bit of discussion about the prevention plans put forward by staff. We appreciate that the City Council is looking to do something for AIS prevention but, and we appreciate that something will be done. We're a little upset that the plans that were put forth are not going to prevent an AIS infestation of Chanhassen's lakes. It is certainly better than nothing but I'm just, I'm wondering if one of the criteria that was used is whether or not this will actually work. Will it be effective? Will it prevent an AIS infestation? And if the question was asked I would assume that the answer that was given was no. We've been talking about this for a full year now. We, all of you understand that the only way we can prevent an AIS infestation in Chanhassen lakes is to inspect the inbound boats. That's the only method we have that's locally available. Last week at the watershed meeting Mary Burns and I, both Chanhassen residents, attended that meeting and the watershed district is going to be coming forth with additional funding for both the City of Chanhassen and the City of Eden Prairie. We would like to ask that when you all sit down and talk with the watershed that you might reconsider your current plan and might you know put a little more effort and a little more funding. A little more robust plan together so we can actually protect the lakes. That's it, thank you. PI NERengineering LEER OF VD ° SKEn 1 TO: 2422 ENTERPRISE DRIVE MENDOTA HEIGHTS, MN 55120 PHONE: (651) 681-1914 FAX: (651) 691-9488 City of Chanhassen DATE: 11-14-11 1 JOB NO. 110211.200 ATTENTION: u" — '"'. RE: Reflections at Lake Riley 2°d Addition Chanhassen, Minnesota CORRESPONDENCE SENT VIA: ❑ MAIL ❑ FAX: ® OTHER Messenger ❑ PAGES INCLUDING TRANSMITTAL COPIES DATE NO. DESCRIPTION 2 Additional requested - Plans and Plat THESE ARE TRANSMITTED AS CHECKED BELOW ❑ FOR APPROVAL ® FOR YOUR USE ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT REMARKS: Sharmeen I passed on to Lennar the payment requirement. Let me know if you need anything else. COPY TO: / SIGNED: Nicholas Polta NPOLTA(a1PIONEERENG.COM IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE T A 1 n A IV 111 VI Vl- I11' ,Ir„r;T J IV 11 r, r_ T J1 ITL 1=�V 1 nl�` ^r-`��\IIV II -AT IVJ. Lj Ir, 1 \T fr NS PER o C. r- ,1E0 T...:: EPSE47.6459 t0�: T::7....::r I 1 n\ J IV A J Tln„1 T [�A511 IIA/.s I.1;� �I ✓ CU <( V J IN w. n�rL. jKiv. r J 1 v.. � ♦ v L' s L. -' PROPOSED DRAINAGE AND UTILITY L=`,;;; iii f EASEMENT TO BE VACATED 200 100 0 200 Scale in Feet PROPOSED LEGAL DESCRIPTION TO VACATE A DRAINAGE AND UTILITY EASEMENT PER DOCUMENT NUMBER 426459 All that part of the following described easement lying within Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plot thereof, Carver County, Minnesota. A 50 foot perpetual easement for drainage and utility purposes over, under and across the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota. The centerline of said 50 foot easement is described as follows: Commencing at the northwest corner of said Northwest Quarter of the Northeast Quarter; thence on on assumed bearing of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598.73 feet to the point of beginning of the centerline to be described; thence North 82 degrees '43 minutes 23 seconds East, o distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said 50 foot easement ore to be prolonged or shortened to terminate on said east and west lines of the Northwest Quarter of the Northeast Quarter. + THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 6TH DAY 0 CTOBER, 2011. SIGN : IONEER ENGINEE , P.A. Y: L B John C. Larson, Professional Land Surveyor Minnesota License No. 19828 Cad File: 110211004- VACATE DRAINAGE PIONEERengineering Description Sketch for. AND UTILITY EASEMENT Folder#: 7296 CNILUNOINEERS LLNaPLANNW LANeSURVGYORS LANaSCAP8ARCNr1 M LENNAR Drawn by: NJK (651)681-1914 Sheet 2422 Enterprise Drive Fax: 68 1 -9488 Mendota Heights, MN 53120 www.ploneereng.com • (\LIY 111 IJ N M1�"�\11♦1 \ TS Sr-nV1 ^Ir\ L. IlM lw lr-^ JT r` \LV r\1 II 'V\ N\ 1 al. rt: Wpl �' IT ill 1 UTPSTy DRPtN ENT qf_9 E VPCPtED.....rr.:�"::i.;:^ ;L \ 'i: :• PSE qgg ,,,....r..'^.^.;.;,;,_;ram;!;:.:•..••..•:,.% E A26 r• ..:...... , .v.t ✓ f� r` V V I I L. V V T r\ I V n 1 T 1\ J r 1 f- J � J nl � 1° f. 1 v c �r r- ^\ F.'X 7::•:^':71 PROPOSED DRAINAGE AND UTILITY :,:;:': EASEMENT TO BE VACATED 200 100 0 200 Scale in Feet PROPOSED LEGAL DESCRIPTION TO VACATE A DRAINAGE AND UTILITY EASEMENT PER DOCUMENT NUMBER 426459 All that part of the following described easement lying within Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plot thereof, Carver County, Minnesota. A 50 foot perpetual easement for drainage and utility purposes over, under and across the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota. The centerline of said 50 foot easement is described as follows: .0 F_ Commencing at the northwest corner of said Northwest Quarter of the Northeast Quarter; thence on on assumed bearing of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598.73 feet to the point of beginning of the centerline to be described; thence North 82 degrees '43 minutes 23 seconds East, a distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said 50 foot easement are to be prolonged or shortened to terminate on said east and west lines of the Northwest Quarter of the Northeast Quarter. • THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND, WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 6TH DAY 0 CTOBER, 2011, SIGN IONEER ENGINES P.A. c BY: John C. Larson, Professional Lond Surveyor Minnesota License No. 19828 C� G_ Cad File: 110211004- VACATE DRAINAGE PI a8NEER AND UTILITY engineering Description Sketch for. EASEMENT Folder #: 7296 I IVILCNCIHCCR9 LANA PNNNCRF LANC SIIRVCYOR3 651)681-1914 LCi3 LENNAR Drawn by: N7K (63: 68-9488 2422 Enterprise Drive Fox: 681-9488 Mendota Hcigkx,MN 55120 www.pioncereng.com Sheet )"._NW CORNER OF THE NW y� 1/4 OF THE NE 1/4 n, ON to 23" "'s43E� IT. •nlY L,\vl �' 1-111 _ L- 374.79 N82 nC"r, �\ Qi r,r{7 nnY �v�' I n `l• �� I'\ O' AI n\ 1 \Ar r\ 1 A IN 1r-� nN 1NEr r\r IV111-\ I 1 tgrsr i rT Y ORpINpGE SEO -(cop EMENt 0qO RC n Rl \ G J 1 V \� —I 1'::�rr ':7:�' :'- PROPOSED TEMPORARY DRAINAGE AND UTILITY EASEMENT 200 100 0 200 Scale in Feet PROPOSED TEMPORARY DRAINAGE AND UTILITY EASEMENT A 50.00 foot wide temporary easement for drainage and utility purposes lying over, under and across Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plot thereof, Carver County, Minnesota.. The centerline of said 50.00 foot wide temporary easement is described as follows: Commencing at the northwest corner of the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, said Carver County; thence on an assumed bearing of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598,73 feet to the point of beginning of the centerline to be described; thence North 82 degrees 43 minutes 23 seconds East, a distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said easement shall be prolonged or shortened to terminate on said east line of the Northwest Quarter of the Northeast Quarter. . THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 6TH DAY F OCTOBER, 2011. SIG PIONEER ENGINES , P.A. BY; John C. Larson, Professional Land Surveyor Minnesota License No. 19828 Cad File: 110211005- TAND EMP DRAINAGE PI SNEER engineering Description Sketch for. UTILITY EASEMENT Folder#: 7296 CIVILaNOINaaR3 LANae.ANNOIR LANaRURMOR9 1ANWCAPRARCHnUC13 LENNAR Drawn by:NJK (651)681-1914 2422 Enterprise Drive Fan: 681-9488 Mendota Heights, MN 55120 www.ploneerengxonn Sheet I"�NW CORNER OF THE NW a� 1/4 OF THE NE 1/4 iV d-T V) 1'1'E 2'°47 23 �1 n�IT IVII^r' 374.79 n 0 I0I ✓` L. T 1 I ^ \ o1 Yl Sri 1 T 'y 1 (' (� J 1 " (� 1 VR vvlL.vt v T nT1\J,V 1 LI h 1 V ++ Y OR p1N IGE OSOp Eo tEWpSEMENt — - pNO _ .: ....:::.:.... �\ J 1 J \V / T 1 C_ ^ J 1 V� :. ': 1'��.:177.,71PROPOSED TEMPORARY DRAINAGE :;:, '.;. AND UTILITY EASEMENT 200 100 0 200 Scale in Feet T n \ i` PROPOSED TEMPORARY DRAINAGE AND UTILITY EASEMENT A 50.00 foot wide temporary easement for drainage and utility purposes lying over, under and across Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, according to the recorded plat thereof, Carver County, Minnesota.. The centerline of said 50.00 foot wide temporary easement is described as follows: Commencing at the northwest corner of the Northwest Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, said Carver County; thence on on assumed beoring of South 00 degrees 12 minutes 46 seconds East, along the west line of said Northwest Quarter of the Northeast Quarter, a distance of 598.73 feet to the point of beginning of the centerline to be described; thence North 82 degrees 43 minutes 23 seconds East, a distance of 374.79 feet; thence South 10 degrees 20 minutes 30 seconds East, a distance of 588.54 feet; thence North 74 degrees 04 minutes 09 seconds East, a distance of 457.53 feet; thence North 79 degrees 45 minutes 57 seconds East, a distance of 409.99 feet to the east line of said Northwest Quarter of the Northeast Quarter, said centerline there terminating. The side lines of said easement shall be prolonged or shortened to terminate on said east line of the Northwest Quarter of the Northeast Quarter. . THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO LENNAR THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 6TH DAY F OCTOBER, 2011. SI PIONEER ENGINEE P.A. BY: John C. Lorson, Professionol Lond Surveyor M inneotLicense No. 19628 Cad File: 110211005- TEMP CE PISNEER engineering Description Sketch for° TILITYDRATN AND UTILITY EASEMENT Folder#: 7296 MILMINCER9 LMLIPLANNCRa LANn5URVOYORR LANMCAMARCHRYCI3 T EI�TAT A l] Drawn by: NX 2422 Enterprise Drive Mendota Heights, MN 55120 (651)681-1914 Fax: 681-9488 wwwPoneereng.com LE V�ll`�1AR Sheet Generous, Bob From: Littfin, Mark Sent: Tuesday, December 06, 2011 1:59 PM To: Generous, Bob Subject: RE: Pioneer Pass Street Names Jerry and I agree on Marigold Court, and Cottongrass Court. Mark From: Generous, Bob Sent: Tuesday, December 06, 2011 10:43 AM To: Littfin, Mark; Mohn, Jerry Subject: FW: Pioneer Pass Street Names From: Hageman, Drew fmailto:dhagemanCabryland.coml Sent: Tuesday, December 06, 2011 10:19 AM To: Generous, Bob Cc: msonstegCalryland com; jgc000er(cbirhinc.com Subject: Pioneer Pass Street Names :.. I was asked to send you the street names we have for Pioneer Pass 2nd Addition. Attached are site maps with the street names that were reviewed last year, including those in the 2nd Addition. Drew Hageman Land Development Coordinator I Ryland Homes P: (952) 229-6046 1 F: (952) 229-6024 1 C: (612) 366-1984 dhageman(@rvland.com � J � e e:. 1 r CITY OF MEMORANDUM CHONSENTO: Bob Generous, Senior Planner 7700 Market Boulevard PBox FROM: Alyson Fauske, Assistant City Engineer Chanhassen, MNN 55317 DATE: March 12, 2012 Administration Phone:952.227.1100 SUBJECT: Final Plat Review of Pioneer Pass 2Id Addition Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Upon review of the plans prepared by James R. Hill, Inc., received November 8, Fax:952.227.1190 2011, I have the following comments and recommendations: Engineering GRADING Phone:952.227.1160 Fax:952.227.1170 The grading and retaining wall construction for this phase is being completed under Finance Addendum A to the Pioneer Pass development contract, approved by the City Council Phone:952.227.1140 on September 26, 2011. The grading done under Addendum A is covered by the Fax:952.227.1110 security posted with the 1 st addition. Park & Recreation Material from the 2nd Addition final plat area was placed in the City park on the west Phone:952.227.1120 Fax:952.2271110 side of Bluff Creek Boulevard. The park property was not graded according to the approved plan due to placement of additional fill. Staff is working with the developer Recreation Center and the developer's engineer to resolve this issue. 2310 Coulter Boulevard Phone:952.227.1400 UTILITIES Fax:952.227,1404 Trunk sanitary sewer and watermain to serve the proposed development were Planning & Natural Resources constructed with the 2005 MUSA Expansion Improvements, City Project 04-05. Phone:952.227.1130 Lateral sanitary sewer within the development will extend from the existing trunk Fax:952.227.1110 facilities within Bluff Creek Boulevard. Due to the grade variation within the site, some segments of the sanitary sewer will exceed 16 feet in depth. Sanitary sewer that Public works is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 7901 Park Place 18 Phone: 952.227.1300 Fax:952.227.1310 In order to minimize the depth of the pipe, lateral sanitary sewer will extend from Senior Center Bluff Creek Boulevard, through Outlot B of the 1 st addition, through the back of Lots Phone: 952.227.1125 3-5, Block 1, and through the sideyards of Lots 5 and 6, Block 1 to Hemlock Way. Fax:952.227.1110 The pipe between Lots 5 and 6 is between 20.6' and 28.7' deep. If the pipe needed to be repaired in the future, traditional open cut method would not be possible due to the Web Site proximity of the homes, therefore this sewer segment must be installed within a steel www.ci.chanhassen.mn.us casing pipe. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Bob Generous Pioneer Pass 2"a Addition Final Plat Review March 12, 2012 Page 2 of 5 Lateral watermain will extend from the existing eight inch stub off of the trunk watenmain within Bluff Creek Boulevard and the existing lateral within the first phase. The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $632/unit = $33,496.00 Partial Payment of Watermain Hookup: 53 units x $1,715/unit = $90,895.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges do not apply. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. STREETS The developer proposes to extend Hemlock Way from the existing terminus in the first phase to Bluff Creek Boulevard, and construct two cul-de-sacs. The developer must provide street names for the two cul-de-sacs and revise the plat and plans accordingly. All public streets shall be 31 feet wide within a 60-foot wide right of way. The Arterial Collector Roadway Fee will be waived since the developer constructed Bluff Creek Drive (a collector road) with the first phase improvements. ASSESSMENTS On September 13, 2010, the City Council approved the reapportionment of three assessments on the parent parcel of the Pioneer Pass development. The deferred assessments (with interest calculated to December 12, 2011) applicable to this phase are summarized as follows: 1. 2005 MUSA Area Expansion: $185,974.48 2. Bluff Creek Boulevard Improvements: $624,065.46 3. Highways 10land 212/Lyman Boulevard improvements: $116,547.12 The $926,587.06 in assessments and interest will be apportioned to the lots and blocks within the Pioneer Pass 2nd final plat. Staff proposes to reapportion this assessment as follows: $926,587.06 _ 53 units = $17,482.78/unit gleng\projeccts\p-s\pion=r pm 2nd (&a pcterson property)\03-12-20I2 final pludoc Bob Generous Pioneer Pass 2°d Addition Final Plat Review March 12, 2012 Page 3 of 5 These assessments are for 7 years at 6% interest. Reapportionment of the assessment requires a City Council resolution. The letter of credit will include $926,587.06 for the assessments within the Pioneer Pass 2nd plat. The Engineering Department recommends approval of the Pioneer Pass 2nd Addition final plat subject to the following conditions: 1. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. This condition no longer applies. 2. The developer must obtain approval to complete the off -site grading required to construct a collector road - Bluff Creek Drive - to Pioneer Trail. This condition has been met. 3. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. This condition no longer applies. 4. The developer must continue to work with staff to resolve the grading issue in the city park. 5. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. This condition has been met. 6. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots I 1 through 14, Block 2. This condition has been met. A drain tile service stub must be provided for any lot that drains from the back to the front. This condition does not apply to this addition. 8. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they area minimum of three feet above the high water level of the adjacent pond. This condition has been met. 9. Verify the first floor elevation of Lots 1 through 3, Block 1. This condition no longer applies. 10. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. This condition still applies. 11. Retaining walls constructed with the development will be the responsibility of the homeowners association. This condition still applies. 12. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. This condition still applies. g:\eng\projects\p-s\pioneer pws 2nd (tka peterson property)\03-12-2012 final platdoc Bob Generous Pioneer Pass 2°d Addition Final Plat Review March 12, 2012 Page 4 of 5 13. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. This condition still applies. 14. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. This condition has been met. 15. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. This condition has been met. 16. A pressure reducing valve is required within the homes with a low floor elevation of 935 feet or lower. This condition still applies. 17. The developer shall install a pressure reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. This condition has been met. 18. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: For 2010, the portion collected with the development contract is $1,418/unit of the sanitary sewer hookup fee and $3,775/unit of the water hookup fee. Revised as follows: The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $632/unit = $33,496.00 Partial Payment of Watermain Hookup: 53 units x $1,715/unit = $90,895.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. This condition still applies. 20. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. This condition still applies. 21. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right of way. This condition has been met. g:kng\projects\p-s\pion=r pass 2nd (Oka petmon property)\03.12-2012 final plat.doc Bob Generous Pioneer Pass 2nd Addition Final Plat Review March 12, 2012 Page 5 of 5 22. The grade of the public streets must be adjusted so that they do not exceed 8%. This condition has been met. 23. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. This condition still applies. 24. The assessments shall be reapportioned according to the City Council resolution. Each lot within the Pioneer Pass final plat will be subject to a $16,313.55assessment over 7 years at 6% interest for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. Revised as follows: The letter of credit shall include $926,587.06 for the assessments plus interest accrued until March 12, 2012. 25.Outlot C will be subject to a $864,617.90 assessment for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. This condition no longer applies. 27. The developer must include sump storm sewer manholes and SAFL baffles at Manholes 102, 107 and 114. 28. The developer must work with the City on redesign of the pond outlet. g:\eng\projects\p-s\pioneer pass 2nd (Oka peterson property)\03-12-2012 final plat.doc 0 CITY OF CHANHA3SEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax 952.2271110 Building Inspections Phone:952.227,1180 Fax:952.227.1190 Engineering Phone:952.227.1160 Fax:952.227.1170 Finance Phone:952,227.1140 Fax:952.227.1110 Park & Recreation Phone:952.227.1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952,227.1404 Planning & Natural Resources Phone:952.227.1130 Fax:952.227.1110 Public Works 7901 Park Place Phone:952.227.1300 Fax:952.227.1310 Senior Center Phone:952.227.1125 Fax:952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: December 12, 2011 SUBJ: Final Plat for Pioneer Pass 2"d Addition, Planning Case #10-09 PROPOSED MOTION "The Chanhassen City Council approves the final plat for Pioneer Pass 2"d Addition creating 53 lots and right-of-way for public streets, plans prepared by James R. Hill, Inc., dated November 2, 2011, subject to the conditions of the staff report." City Council approval requires a majority vote of City Council present. PROPOSAL/SUMMARY The applicant is requesting final plat approval for the second phase of Pioneer Pass, which includes 53 single-family lots and right-of-way for public streets including the extension of Hemlock Way from its current termination point to Bluff Creek Boulevard. The entire development includes 94 single-family lots (see preliminary plat below). Staff is recommending approval of the final plat for Pioneer Pass 2"d Addition subject to the conditions of the staff report. BACKGROUND On September 26, 2011, the Chanhassen City Council approved Addendum A to the Development Contract; and approved Plans & Specifications for mass grading for Pioneer Pass Phase II. On September 13, 2010, the Chanhassen City Council approved the final plat for Pioneer Pass creating 41 single-family lots, a neighborhood park, right-of-way for public streets including the extension of Bluff Creek Drive from Bluff Creek Boulevard to Pioneer Trail, an outlot for access to the property to the east (Outlot A), and oudots for future development (Outlot C), a public park (Outlot E), stormwater ponds (Outlot D) and the Bluff Creek primary corridor (Outlot B). SC"ED Chanhassen is a Community for Life . Providing for Today and Planning for Tomorrow Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 2 of 20 On July 12, 2010, the Chanhassen City Council approved the Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets; a Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone for the construction of a stormwater pond; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on site. On September 25, 2006, the Chanhassen City Council approved the Final Plat for Pioneer Pass (Planning Case #06-09). However, the plat was never recorded nor was the development contract executed. The project was, therefore, voided. On April 24, 2006, the Chanhassen City Council approved the following: Comprehensive plan Land Use Amendment from Residential — Medium Density and Office/Industrial to Residential - Low Density of the land within the Plat of Pioneer Pass except for Outlets within the Bluff Creek primary zone contingent on Metropolitan Council review. (The Metropolitan Council subsequently reviewed the amendment and found it in conformance with the metropolitan system plans, consistent with the Regional Development Framework and that it has no impacts on the plans of other units of government.) Rezoning of the land within the Plat for Pioneer Pass except for Outlots A, B, C, D and G, Pioneer Pass, from Agricultural Estate District, A2, to Residential Low and Medium Density District, RLM. (Ordinance #425) SUBDIVISION REVIEW The developer is requesting final plat approval, Pioneer Pass 2"d Addition, to create 53 single-family lots as part of the 94-lot Pioneer Pass development. In this phase, the city park will be final graded and the development will have city streets, sewer and water constructed for the north half of the project. The property is zoned Residential Low and Medium Density District, RLM, and is guided for residential low - density development. The proposed development is consistent with the zoning and land use for the property. It should be noted on the Pioneer Pass 2"d Addition construction plans Title sheet that the required minimum side setback (house) is 10 feet, not 5 feet. Street setbacks are 25 feet with no exception for side (street) setback. In such instances, the lot has two front and two side setbacks. The minimum separation between houses is 15 feet. Todd Gerhardt Pioneer Pass 2nd Addition Final Plat December 12, 2012 Page 3 of 20 GRADING The grading and retaining wall construction for this phase is being completed under Addendum A to the Pioneer Pass development contract, approved by the City Council on September 26, 2011. The grading done under Addendum A is covered by the security posted with the first addition. Material from the 2"d Addition final plat area was placed in the city park on the west side of Bluff Creek Boulevard. The park property was not graded according to the approved plan due to placement of additional fill. Staff is working with the developer and the developer's engineer to resolve this issue. UTILITIES Trunk sanitary sewer and watermain to serve the proposed development were constructed with the 2005 MUSA Expansion Improvements, City Project 04-05. Lateral sanitary sewer within the development will extend from the existing trunk facilities within Bluff Creek Boulevard. Due to the grade variation within the site, some segments of the sanitary sewer will exceed 16 feet in depth. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. In order to minimize the depth of the pipe, lateral sanitary sewer will extend from Bluff Creek Boulevard, through Outlot B of the first addition, through the back of Lots 3-5, Block 1, and through the side yard of Lots 5 and 6, Block 1 to Hemlock Way. The pipe between Lots 5 and 6 is between 20.6' and 28.7' deep. If the pipe needed to be repaired in the future, traditional open cut method would pl } i7:.. iie N �n 4 � 7 not be possible due to the proximity of the homes; therefore, this sewer segment must be installed within a steel casing pipe. Lateral watermain will extend from the existing eight -inch stub off of the trunk watermain within Bluff Creek Boulevard and the existing lateral within the first phase. The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $608/unit = $32,224.00 Partial Payment of Watermain Hookup: 53 units x $1,618/unit = $85,754.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. Todd Gerhardt Pioneer Pass 2nd Addition Final Plat December 12, 2012 Page 4 of 20 The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges do not apply. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. STREETS The developer proposes to extend Hemlock Way from the existing terminus in the first phase to Bluff Creek Boulevard, and construct two cul-de-sacs. The developer must provide street names for the two cul-de-sacs and revise the plat and plans accordingly. All public streets shall be 31 feet wide within a 60-foot wide right-of-way. The Arterial Collector Roadway Fee will be waived since the developer constructed Bluff Creek Drive (a collector road) with the first phase improvements. ASSESSMENTS On September 13, 2010, the City Council approved the reapportionment of three assessments on the parent parcel of the Pioneer Pass development. The deferred assessments (with interest calculated to December 12, 2011) applicable to this phase are summarized as follows: 1. 2005 MUSA Area Expansion: $183,408.03 2. Bluff Creek Boulevard Improvements: $615,451.48 3. Highways 10land 212/Lyman Boulevard improvements: $114,938.97 The $913,798.48 in assessments and interest will be apportioned to the lots and blocks within the Pioneer Pass 2"d final plat. Staff proposes to reapportion this assessment as follows: $913,798.48 _ 53 units = $17,241.81/unit These assessments are for 7 years at 6% interest. Reapportionment of the assessment requires a City Council resolution. The letter of credit will include $913,798.48 for the assessments within the Pioneer Pass 2"d Addition plat. COMPLIANCE TABLE Areas . ft. Width(ft.) Depth ft. Notes Code (RLM District) 9,000 50 110 Setbacks: Front-25% side-5' (garage side),10' (house side); rear-25', Bluff Creek Prima -40' ; Covera e: 35% L I B 1 18,504 90 206 Comer lot, Bluff Creek Primary Zone L2 BI 13,460 80 185 Bluff Creek Primary Zone L3 Bl 12,242 71 166 Bluff Creek Primary Zone L4 B1 11,710 70 155 Bluff Creek Primary Zone Todd Gerhardt Pioneer Pass 2nd Addition Final Plat December 12, 2012 Page 5 of 20 Areas . ft. Width ft. Depth ft. Notes Code (RLM District) 9,000 50 110 Setbacks: Front-25'; side-5' (garage side),10' (house side); rear-25', Bluff Creek Prima -40' ; Coverage: 35% L5 BI 13,355 71 158 Bluff Creek Primary Zone L6 BI 16,619 68 178 Bluff Creek Primary Zone L7 BI 20,252 68 210 Bluff Creek Primary Zone L8 BI 18,753 68 197 Bluff Creek Primary Zone L9 BI 12,167 71 163 Bluff Creek Primary Zone LIOB1 11,605 86 158 Bluff Creek Primary Zone Lll B1 11,359 85 156 Bluff Creek Primary Zone L12 BI 11,326 86 153 Bluff Creek Primary Zone L13131 11,501 86 160 Bluff Creek Primary Zone L14BI 13,791 70 181 Bluff Creek Primary Zone L15 Bl 16,668 67 191 Bluff Creek Primary Zone L16 BI 13,728 67 173 Bluff Creek Primary Zone L17 Bl 12,517 67 159 Bluff Creek Primary Zone L18 B1 12,976 67 164 Bluff Creek Primary Zone L19 BI 13,297 67 162 Bluff Creek Primary Zone L20 Bl 11,685 67 150 Bluff Creek Primary Zone L 1 B2 13,449 90 149 Comer lot L2 B2 11,018 69 145 L3 132 10,613 80 144 L4 132 10,670 79 142 L5 132 16,950 201 116 L6 132 10,773 83 120 L7 132 10,178 97 128 L8 B2 10,225 77 139 L9 B2 10,946 93 136 LIO B2 11,714 53 139 L11 B2 17,483 46 142 MR 13,391 46 146 L13 B2 18,974 46 166 L14 B2 19,240 46 161 L15 92 11,493 102 145 L16 B2 9,912 71 135 L17 B2 9,426 68 125 L18 B2 9,275 68 123 L19 B2 13,223 80 138 Corner lot L20 B2 12,877 122 102 # Comer lot L21 B2 10,652 90 142 L22 92 10,570 74 146 L23 B2 10,109 79 138 L24 B2 13,665 50 146 L25 B2 20,740 46 @ 152 Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 6 of 20 Areas . ft Width ft Depth ft. Notes Code (RLM District) 9,000 50 110 Setbacks: Front-25'; side-5' (garage side),10' (house side); rear-25', Bluff Creek Prima -40' ; Coverage: 35% L26 B2 14,233 46 @ 149 L27 B2 13,246 46 @ 142 L28 B2 9,840 72 134 L29 B2 10,723 73 147 L30 B2 10,614 72 146 L31 B2 9,906 72 137 L32 B2 10,617 64 131 L33 B2 13,200 77 145 Corner Lot Right -of- Wa 135,540 3.116 acres TOTAL 823,000 53 Lots and public streets on 18.89 acres @ Meets the minimum 50 width at the building setback line. # Westerly lot line must be adjusted to create the lot front on the cul-de-sac street. By definition on a corner lot, the lot line that is shortest (121.69' vs. 121.95') is classified as the front. (Note: This revision may slightly alter the lot areas for lots 20 and 21.) REVIEW CONDITIONS OF APPROVAL The preliminary plat for Pioneer Pass creating 94 lots, 4 outlots and right-of-way for public streets, plans prepared by James R. Hill dated June 4, 2010, was approved subject to the following conditions: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. *This condition shall be modified as follows: Submit street names (streets A and B) to Fire Marshal and Building Official for review and approval. Currently not shown on revised plans received 11-9-11. The developer must provide street names for the two cul- de-sacs and revise the plat and plans accordingly. b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. *This condition still applies. c. Demolition permits must be obtained before demolishing any existing structures. *This condition does not apply. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 7 of 20 d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. *This condition still applies. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. *This condition still applies. f. Each lot must be provided with separate sewer and water services. *This condition still applies. g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. *This condition still applies. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. *This condition no longer applies. b. The developer must obtain approval to complete the off -site grading required to construct a collector road - Bluff Creek Drive - to Pioneer Trail. *This condition has been met. c. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. *This condition shall be modified as follows: The developer must continue to work with staff to resolve the grading issue in the city park. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. *This condition has been met. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. *This condition has been met. Todd Gerhardt Pioneer Pass 2Id Addition Final Plat December 12, 2012 Page 8 of 20 f. A drain tile service stub must be provided for any lot that drains from the back to the front. *This condition does not apply to this addition. g. The low floor elevations of Lots 33 to 35, Block I must be adjusted so that they are a minimum of three feet above the high water level of the adjacent pond. *This condition has been met. h. Verify the first floor elevation of Lots I through 3, Block 1. *This condition no longer applies. i. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. *This condition still applies. j. Retaining walls constructed with the development will be the responsibility of the homeowners association. *This condition still applies. k. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. *This condition still applies. 1. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. *This condition still applies. in. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. *This condition has been met. n. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. *This condition has been met. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 9 of 20 o. A pressure reducing valve is required within the homes with a low floor elevation of 935 feet or lower. *This condition still applies. p. The developer shall install a pressure reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. *This condition has been met. q. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: For 2010, the portion collected with the development contract is $1,418/unit of the sanitary sewer hookup fee and $3,775/unit of the water hookup fee. *The condition shall be revised as follows: The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $608/unit = $32,224.00 Partial Payment of Watermain Hookup: 53 units x $1,618/unit = $85,754.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. r. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. *This condition still applies. s. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. *This condition still applies. t. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right of way. *This condition has been met. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 10 of 20 u. The grade of the public streets must be adjusted so that they do not exceed 8%. *This condition has been met. v. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. *This condition still applies. w. The assessments shall be reapportioned according to the City Council resolution. Each lot within the Pioneer Pass final plat will be subject to a $16,313.55assessment over 7 years at 6% interest for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. *This condition shall be revised as follows: The letter of credit shall include $913,798.48 for the assessments plus interest accrued until December 12, 2011. x. Oudot C will be subject to a $864,617.90 assessment for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. *This condition no longer applies. Based on review of the construction plans for the second phase of the development, staff is recommending that the following conditions be added: The developer must include sump storm sewer manholes and SAFL baffles at Manholes 102, 107 and 114. The developer must work with the City on redesign of the pond outlet. 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. *This condition shall be modified as follows: The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the yard. b. The applicant shall install the total required bufferyard along Bluff Creek Boulevard and Outlot C. *This condition has been met. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by Todd Gerhardt Pioneer Pass 2°d Addition Final Plat December 12, 2012 Page I I of 20 the City before installation. *This condition shall be modified as follows: The applicant shall be responsible for native plant restoration within the Bluff Creek Overlay District as per the approved landscape plan. Native seed mix shall be used on all disturbed areas within Outlots A and B. The applicant shall fully establish and maintain the restoration area until accepted by the city. d. Lots 13, 14, 25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. *This condition has been met. e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 10 trees of a species may be grouped together. *This condition has been met. f. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. *This condition has been met. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. *This condition has been met. Based on review of the plans, staff is recommending that the following condition be added: The applicant shall establish a native seed mix in the area below the retaining wall on lots 8-17, Block 1. Native seed mix is not required above the retaining wall on lots in Block 1. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. *This condition shall be modified as follows: Add/relocate fire hydrants. Additional fire hydrants are required in the following locations: Between Lots 4 and 5 on Hemlock Way. At the northeast quadrant of the intersection of Bluff Creek Blvd. and Hemlock Way. Remove the hydrant between Lots 2 and 3 on Hemlock Way. Todd Gerhardt Pioneer Pass 2nd Addition Final Plat December 12, 2012 Page 12 of 20 b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). *This condition still applies. c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). *This condition still applies. d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). *This condition still applies. e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). *This condition still applies. 5. Park Director: a. Successful transfer of Outlot C (8.7+ acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. *This condition has been met. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. *This condition has been met. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. *This condition has been met. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. *This condition shall be modified as follows: The westerly lot line of Lot 20, Block 2, shall be adjusted to create the lot front on the cul-de-sac street (Street B). Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 13 of 20 b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the TH 212/Pioneer Trail right- of-way. *This condition still applies. c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. *This condition shall be modified as follows since 43.6 percent (41 lots/94 lots) of the project were developed with the first phase and the proportionate amount of fee paid ($10,315.00) and the balance of the project is included in this phase: The developer shall pay $13,334.00 as their portion of the 2005 AUAR for this phase of the project. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Outlot A, and conservation easement, trail easement and a drainage and utility easement over Outlot B. *This condition has been met. Based on review of the construction plans, staff is recommending the following condition be added: Revise the construction plan title sheet Minimum City Setbacks notes as follows: Side (House) 10 feet, delete Side (Street) 20 Feet, add Minimum House Separation 15 Feet. 7. Water Resources Coordinator: a. The HydroCAD model shall be revised to accurately reflect the post -development soil conditions or evidence shall be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. *This condition has been met. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). *This condition still applies. c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. *This condition has been met. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 14 of 20 *This condition still applies. e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). *This condition has been met. f. Wetland buffers must be planted with native vegetation per Section 20-412. *This condition still applies. g. Make the Soil Boring report available to the City (18-40). *This condition has been met. h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). *This condition shall be modified as follows: SWMP fees of $67,102.62 shall be paid for this phase of the development prior to the recording of the final plat. i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. *This condition still applies. j. As stated in Section 18-40(4)2v, Drain tile service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain tile shall be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain tile is also encouraged in front of lots 1, 2, 3, 41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). *This condition has been met. k. The swale between Street Band Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). *This condition has been met. 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). *This condition still applies. Todd Gerhardt Pioneer Pass 2Id Addition Final Plat December 12, 2012 Page 15 of 20 in. Applicant must demonstrate how the City can access Pond 2 for future maintenance. *This condition still applies. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTm, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). *This condition shall be modified as follows: Energy dissipation and soil stabilization best management practices such as ScourStopTm, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). *This condition shall be modified as follows: A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). 1) The SWPPP must incorporate the requirements of Part III (Stormwater Discharge Design Requirements), Part IV (Construction Activity Requirements) and Appendix A for the project. A narrative describing the timing for installation of all erosion prevention and sediment control BMPs required in Part 111, Part W and Appendix A must also be included in the SWPPP. p. Areas where proposed and existing grades are to be matched shall be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). *This condition has been met. q. Type 3, weed -free mulch shall be used in outlot B. *This condition is still applicable. r. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). *This condition still applies. s. A note shall be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on all backyard CB until final stabilization is achieved. *This condition has been met. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 16 of 20 t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). *This condition still applies. u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). *This condition has been met. v. A detailed turf establishment plan shall be provided (19-145). *This condition still applies. w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). *This condition still applies. x. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. *This condition shall be amended as follows: Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone before final Letter Of Credit reduction. RECOMMENDATION Staff recommends that the City Council approve the final plat for Pioneer Pass 2"d Addition, plans prepared by James R. Hill, Inc., dated 11/2/11, subject to the following conditions: 1. Building Official: a. Submit street names (streets A and B) to Fire Marshal and Building Official for review and approval. Currently not shown on revised plans received 11.9.11. The developer must provide street names for the two cul-de-sacs and revise the plat and plans accordingly. b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 17 of 20 d. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. e. Each lot must be provided with separate sewer and water services. f. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must continue to work with staff to resolve the grading issue in the city park. b. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. c. Retaining walls constructed with the development will be the responsibility of the homeowners association. d. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. e. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. f. A pressure reducing valve is required within the homes with a low floor elevation of 935 feet or lower. g. The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $608/unit = $32,224.00 Partial Payment of Watcrmain Hookup: 53 units x $1,618/unit = $85,754.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. h. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. j. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 18 of 20 k. The letter of credit shall include $913,798.48 for the assessments plus interest accrued until December 12, 2011. The developer must include sump storm sewer manholes and SAFL baffles at Manholes 102, 107 and 114. m. The developer must work with the City on redesign of the pond outlet. 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the yard. b. The applicant shall be responsible for native plant restoration within the Bluff Creek Overlay District as per the approved landscape plan. Native seed mix shall be used on all disturbed areas within Outlots A and B. The applicant shall fully establish and maintain the restoration area until accepted by the city. c. The applicant shall establish a native seed mix in the area below the retaining wall on lots 8-17, Blockk 1. Native seed mix is not required above the retaining wall on lots in Block 1. 4. Fire Marshal: a. Add/relocate fire hydrants. Additional fire hydrants required in the following locations. ■ Between Lots 4 and 5 on Hemlock Way. • At the northeast quadrant of the intersection of Bluff Creek Blvd. and Hemlock Way. ■ Remove the hydrant between Lots 2 and 3 on Hemlock Way. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). Todd Gerhardt Pioneer Pass 2Id Addition Final Plat December 12, 2012 Page 19 of 20 5. Planner: a. The westerly lot line of Lot 20, Block 2, shall be adjusted to create the lot front on the cul-de-sac street (Street B). b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the TH 212/Pioneer Trail right- of-way. c. The developer shall pay $13,334.00 as their portion of the 2005 AUAR for this phase of the project. d. Revise the construction plan title sheet Minimum City Setbacks notes as follows: Side (House) 10 feet, delete Side (Street) 20 Feet, add Minimum House Separation 15 Feet. 6. Water Resources Coordinator: a. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). b. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). c. Wetland buffers must be planted with native vegetation per Section 20-412. d. SWMP fees of $67,102.62 shall be paid for this phase of the development prior to the recording of the final plat. e. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. f. The outlet for Pond 2 is to be moved as far west as is practical (19-144). g. Applicant must demonstrate how the City can access Pond 2 for future maintenance. h. Energy dissipation and soil stabilization best management practices such as ScourStopTrm, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). i. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). 1) The SWPPP must incorporate the requirements of Part III (Stormwater Discharge Design Requirements), Part IV (Construction Activity Requirements) and Appendix A for the project. A narrative describing the timing for installation of all erosion prevention and sediment control BMPs required in Part III, Part IV and Appendix A must also be included in the SWPPP. Todd Gerhardt Pioneer Pass 2"d Addition Final Plat December 12, 2012 Page 20 of 20 j. Type 3, weed -free mulch shall be used in oudot B. k. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). 1. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). m. A detailed turf establishment plan shall be provided (19-145). n. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). o. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone before final Letter Of Credit reduction. ATTACHMENTS 1. Development Review Application. 2. Reduced Copy Pioneer Pass 2"d Addition Plat. 3. Reduced Copy Pioneer Pass 2"d Addition Final Sanitary Sewer, Watermain, Storm Sewer, Street Construction & Erosion & Sediment Control Plan (14 pages). gAplan\2010 planning cases\10-09 pioneer pass\pioneer pass 2nd addition\final plat 2nd add staff report.doc November 4, 2011 Bob Generous Community Development Department City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass 2nd Addition -Final Plat Application Dear Bob: RYLAND HOMES® TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax ve v v.ryland.com CITY OF CHANHASSEN RECEIVED NOV 0 8 2011 CHANHASSEN PLALNIIv'G DEPT Ryland Homes is pleased to submit to the City of Chanhassen a final plat application for Pioneer Pass 2nd Addition. This second phase of the Pioneer Pass development includes Fifty -Three (53) single-family lots. Enclosed with this letter please find the Final Plat Application Form, along with all of the necessary plans and items required for final plat consideration. If you have any questions with this application, please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Twin Cities SCANNED THE RYLAND GROUP, INC. RYLAND HOMES TWIN CITIES CD 1157 City Of Chanhassen 11/1/2011 Misc. 35008600000.14018.17010 250.00 SCA-.tD Manual Check Log Pioneer Pass 2nd Addition Final Plat App 250.00 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 11/08/2011 3:21 PM Receipt No. 00172031 CLERK: bethanya PAYEE: The Ryland Group Inc. 7599 Anagram Drive Eden Prairie MN 55344- Pioneer Pass 2nd Add. Final Plat Planning Case 2010-09 ------------------------------------------------------- Final Plat 250.00 Total Cash Check 1157 Change 250.00 0.00 250.00 0.00 SCANNED CITY OF MEMORANDUM TO: Bob Generous, Senior Planner 7700 Market Boulevard PO Box 147 FROM: Alyson Fauske, Assistant City Engineer Chanhassen, MN 55317 DATE: December 12, 2011 Administration Phone:952.227.1100 SUBJECT: Final Plat Review of Pioneer Pass 2"d Addition Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Upon review of the plans prepared by James R. Hill, Inc. received November 8, 2011, Fax: 952.227.1190 I have the following comments and recommendations: Engineering GRADING Phone:952,227.1160 Fax:952.227.1170 The grading and retaining wall construction for this phase is being completed under Finance Addendum A to the Pioneer Pass development contract, approved by the City Council Phone: 952.227.1140 on September 26, 2011. The grading done under Addendum A is covered by the Fax: 952.227.1110 security posted with the 1st addition. Park & Recreation Material from the 2"d Addition final plat area was placed in the City park on the west Phone: 952.227.1120 side of Bluff Creek Boulevard. The park property was not graded according to the Fax: 952.227.1110 approved plan due to placement of additional fill. Staff is working with the developer Recreation Center and the developer's engineer to resolve this issue. 2310 Coulter Boulevard Phone:952.227.1400 UTILITIES Fax:952.227.1404 Trunk sanitary sewer and watermain to serve the proposed development were Planning & Natural Resources constructed with the 2005 MUSA Expansion Improvements, City Project 04-05. Phone: 952,227.1130 Lateral sanitary sewer within the development will extend from the existing trunk Fax: 952.227.1110 facilities within Bluff Creek Boulevard. Due to the grade variation within the site, some segments of the sanitary sewer will exceed 16 feet in depth. Sanitary sewer that Public Works is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 7901 Park Place 18 Phone:952.227.1300 Fax:952.227.1310 In order to minimize the depth of the pipe, lateral sanitary sewer will extend from Senior Center Bluff Creek Boulevard, through Outlot B of the first addition, through the back of Phone:952.227.1125 Lots 3-5, Block 1, and through the sideyard of Lots 5 and 6, Block 1 to Hemlock Fax: 952.227.1110 Way. The pipe between Lots 5 and 6 is between 20.6' and 28.7' deep. If the pipe needed to be repaired in the future, traditional open cut method would not be possible Web site due to the proximity of the homes, therefore this sewer segment must be installed www.ci.chanhassen.mn.us within a steel casing pipe. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Bob Generous Pioneer Pass 2°d Addition Final Plat Review December 12, 2011 Page 2 of 5 Lateral watermain will extend from the existing eight inch stub off of the trunk watermain within Bluff Creek Boulevard and the existing lateral within the first phase. The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units x $608/unit = $32,224.00 Partial Payment of Watermain Hookup: 53 units x $1,618/unit = $85,754.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. The developer will be responsible for extending lateral sewer and water service to the lots, therefore the sanitary sewer and water connection charges do not apply. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. STREETS The developer proposes to extend Hemlock Way from the existing terminus in the first phase to Bluff Creek Boulevard, and construct two cul-de-sacs. The developer must provide street names for the two cul-de-sacs and revise the plat and plans accordingly. All public streets shall be 31 feet wide within a 60-foot wide right of way. The Arterial Collector Roadway Fee will be waived since the developer constructed Bluff Creek Drive (a collector road) with the first phase improvements. ASSESSMENTS On September 13, 2010, the City Council approved the reapportionment of three assessments on the parent parcel of the Pioneer Pass development. The deferred assessments (with interest calculated to December 12, 2011) applicable to this phase are summarized as follows: 1. 2005 MUSA Area Expansion: $183,408.03 2. Bluff Creek Boulevard Improvements: $615,451.48 3. Highways 10land 212/Lyman Boulevard improvements: $114,938.97 The $913,798.48 in assessments and interest will be apportioned to the lots and blocks within the Pioneer Pass 2nd final plat. Staff proposes to reapportion this assessment as follows: $913,798.48 - 53 units = $17,241.81/unit g:\eng\projects\p-s\pioneer pass 2nd (flea petmon property)\12-12-2011 final plat. doc Bob Generous Pioneer Pass 2"d Addition Final Plat Review December 12, 2011 Page 3 of 5 These assessments are for 7 years at 6% interest. Reapportionment of the assessment requires a City Council resolution. The letter of credit will include $913,798.48 for the assessments within the Pioneer Pass 2nd plat. RECOMMENDATION The Engineering Department recommends approval of the Pioneer Pass 2nd Addition final plat subject to the following conditions: 1. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. This condition no longer applies. 2. The developer must obtain approval to complete the off -site grading required to construct a collector road - Bluff Creek Drive - to Pioneer Trail. This condition has been met. 3. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. This condition no longer applies. 4. The developer must continue to work with staff to resolve the grading issue in the city park. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. This condition has been met. 6. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. This condition has been met. 7. A drain tile service stub must be provided for any lot that drains from the back to the front. This condition does not apply to this addition. 8. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are a minimum of three feet above the high water level of the adjacent pond. This condition has been met. 9. Verify the first floor elevation of Lots 1 through 3, Block 1. This condition no longer applies. 10. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. This condition still applies. 11. Retaining walls constructed with the development will be the responsibility of the homeowners association. This condition still applies. 12. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. This condition still applies. g:\eng\projects\p-s\pioneer pass 2nd (Oka petenon property)\12-12-2011 final platdoc Bob Generous Pioneer Pass 2n' Addition Final Plat Review December 12, 2011 Page 4 of 5 13. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. This condition still applies. 14. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. This condition has been met. 15. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. This condition has been met. 16. A pressure reducing valve is required within the homes with a low floor elevation of 935 feet or lower. This condition still applies. 17. The developer shall install a pressure reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. This condition has been met. 18. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: For 2010, the portion collected with the development contract is $1,418/unit of the sanitary sewer hookup fee and $3,775/unit of the water hookup fee. Revised as follows: The property is subject to sanitary sewer and water hookup charges for all of the lots. A portion of these fees will be collected with the final plat and is calculated as follows: Partial Payment of Sanitary Sewer Hookup: 53 units a $608/unit = $32,224.00 Partial Payment of Watermain Hookup: 53 units a $1,618/unit = $85,754.00 The remainder of these hookup fees will be collected with the building permit at the rate in effect at that time. The Met Council SAC charge will also be collected with the building permit. 19. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. This condition still applies. 20. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. This condition still applies. 21. The developer must provide street names for the two cul-de-sacs and revise the plat and plans accordingly. g:\eng\projects\p-s\pioneer pass 2nd (Ika peterson property)\12-12-2011 final plaLdm Bob Generous Pioneer Pass 2"d Addition Final Plat Review December 12, 2011 Page 5 of 5 22. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right of way. This condition has been met. 23. The grade of the public streets must be adjusted so that they do not exceed 8%. This condition has been met. 24. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. This condition still applies. 25. The assessments shall be reapportioned according to the City Council resolution. Each lot within the Pioneer Pass final plat will be subject to a $16,313.55assessment over 7 years at 6% interest for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. Revised as follows: The letter of credit shall include $913,798.48 for the assessments plus interest accrued until December 12, 2011. 26. Outlot C will be subject to a $864,617.90 assessment for the 2005 MUSA improvements and Highways 101/212 and Lyman Boulevard improvements. This condition no longer applies. 27. The developer must include sump storm sewer manholes and SAFL baffles at Manholes 102, 107 and 114. 28. The developer must work with the City on redesign of the pond outlet. gAeng\prcjects\p-s\pioneer pass 2nd (fica petmon property)\12-12-2011 final plat.doc Generous, Bob From: Sinclair, Jill Sent: Tuesday, November 29, 2011 11:55 AM To: Generous, Bob Subject: Pioner Pass M. Comments for the 2' addition: Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a mk m„m of two overstory, deciduous trees planted in the fiei1=yard. Condition still applies. b. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the Gty before installation. Condition shall be modified to read: The applicant shall be responsible for native plant restoration within the Bluff Creek Overlay District as per the approved landscape plan. Native seed mix shall be used on all disturbed areas within Outlots A and B. The applicant shall fully establish and maintain the restoration area until accepted by the city. c. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. This condition has been met d. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. This condition has been met. Additional conditions: The applicant shall establish a native seed mix in the area below the retaining wall on lots 8-17, Blk 1. Native seed mix is not required above the retaining wall on lots in Block 1. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 Generous, Bob From: Littfin, Mark Sent: Thursday, November 10, 2011 1:28 PM To: Generous, Bob Subject: Follow up comments Pioneer Pass. Planning case #10.09 ( original comments 6.29.10 ) The following 2 items are still pending Submit street names ( street A and B) to Fire Marshal and Building Official for review and approval. Currently not shown on revised plans received 11.9.11. Item # 2 memo dated 6.29.10. Add/relocate fire hydrants. Additional fire hydrants required in the following locations. • Between Lots 4 and 5 on Hemlock Way. • At the northeast quadrant of the intersection of Bluff Creek Blvd. and Hemlock Way. • Remove the hydrant between Lots 2 and 3 on Hemlock Way. Mar%Littfin Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1190 PIONEER PASS 2ND ADDITION PLAT FILE NO. C.R. DOC. NO. Cfry RECEIVEDCHANHASSEN C> C� C� G C� lJ� �r. N88008'10"W 1325.36 N1/4 CORNER SEC. 27, T. 116, R. 23 (FOUND CAST IRON MONUMENT) LIJ Llj IJ— TI A_r �I I Ir-F- L_I\VL_ \E)r-r-I< �nlr\ A rl r\ITI/lnl vl\L_L_I\ �IVV !'\UUI I\JIV ^ FTL_ r-E1„r- n _- j I I I r-r- I I\L_.)L_I\VL_ /-\I L, L_VI I / _ 11VUI_I I\J ITV _NORTH LINE OF THE NE 1/4 OF THE / ---NORTH 1/4 OF SEC. 27, T. 116, R. 23 1325.36 S88008'10"E 013 CORNER SEC. 27, T. 116, R. 23 UND CUT STONE MONUMENT) G //Uj in w J INSET A , �� Z Q W W N co �1L;' 0 SEE SHEET 2 (�� — � � �' C-4 O W io LL U OF 2 SHEETS // Q a o C� won I�,_I N cam\' / M'h O z0 \ r V / J War S 0 \J �r zio I�rJ �O �,' !7 \ \-> / /I �O N wz W T- ~� t0 � -IN o J , 1°� Sri l i�� N(n :- "\wo h I I I o�1 G���n�\Fr,1�;�� I40 40 1 LJ_ _ / • 1 g'S •�� I L' J \\ 04 it S05019 ��� \ t.s s 51 6�' I �165.36 IJ�O �gO�^�'V` / 60 _SE CORNER OF THE NEI/4 OF i' NE1/4 OF SEC. 27, T. 116, R. 23 ° �L 3� m� EAST LINE OF THE SE /,fir rL- +� I 0 �\� -_1/4 OF THE NE 1/4 OF I- _ I / r �•\ f"/ � O M SEC. 27, T. 116, R. 23 OraLl r Y I f Y' c c °04 � p I �J D/ ��I� N n i (YJ� PND \(-J\ \� F59g96 A� \��ryhD�Pp,S O U � I Coo � I \\_ SOUTH LINE OF THE SE 1/2 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 KNOW ALL PERSONS BY THESE PRESENTS: That The Ryland Group, Inc., a Maryland corporation, and Peterson -Jacques Farm Land Company, a Minnesota limited liability company, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot C, PIONEER PASS, Carver County, Minnesota. Have caused the same to be surveyed and platted as PIONEER PASS 2ND ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created on this plat. In witness whereof, said The Ryland Group, Inc., a Maryland corporation, has caused these presents to be signed by its proper officer this day of 20_ The Ryland Group, Inc. Lo STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this its Maryland corporation, on behalf of the corporation. NOV 0 8 2011 CHANHASSEN PLAUNINO DEPT I, Harold C. Peterson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year, that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Harold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of its by Harold C. Peterson, Land Surveyor, License No. 12294. day of 20� by of The Ryland Group, Inc., a Notary Public, County, Minnesota My Commission Expires January 31, 20_ In witness whereof, said Peterson -Jacques Farm Land Company, has caused these presents to be signed by its proper officer this day of 20_ 0 STATE OF MINNESOTA COUNTY OF Peterson -Jacques Farm Land Company its The foregoing instrument was acknowledged before me this day of , 20_, by its of Peterson -Jacques Farm Land Company, a Minnesota limited liability company, on behalf of the company. Notary Public, County, Minnesota My Commission Expires January 31, 20 20� Notary Public, County, Minnesota My Commission Expires January 31, 20_ COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of .20 0 John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of PIONEER PASS 2ND ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of 20 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. Un CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. M Mayor Clerk COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 20_ By: Laurie Engelen, Carver County Auditor/Treasurer COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of PIONEER PASS 2ND ADDITION was filed this day of 20—, at o'clock _ M. as Document No. Lo BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88008'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294. SCALE IN FEET DENOTES 1/2 INCH IRON MONUMENT FOUND 0 200 400 600 iia 0 DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND 1 inch = 200 feet MARKED BY LICENSE NO. 12294. Mark Lundgren, Carver County Recorder JAMES R. HILL. INC. PIONEER PASS 2ND ADDITION PLAT FILE NO. C.R. DOC. NO. N 9203.66 S77°1 Q'49 „E o '-' N N87 58'15"E of_r_ ,\20 9 4 8g 173.38 S87°33'00"E- 112.55 -- _ S74*21 • „E (� + �28.15 36.40 N 81.18 0 85.80 47N13 0 65.42 0 gs 2 '`3 2 \ Vy4 1 :r-----�--- o s < ° 40 Iry a �0 90 NI 31 I Iz I Iz I I �_ J / r s'•a200\ F 10 ,I INI Ni 1 Zi im 2 -11 IN 3 JI lrn 4 0� ivN^ N 5 n / Ni !� o n 00. I I 01 1 N o I ^�/ P / 11 II I I �o �� I� / 6 ��/ /�"�� // II 20 cJT 7co 01 A=03°57'50"J 3° LA=°55' 10 J �' ` 11 10I L 0u-08'284JL71.270.46_ 15 J / O 756\ 090.00 53 0' 4O o Ul 0 OiiA 06°58'28"�0 175.00 A=10°01'37" to N89030'55"E 1 60. 86 -1- R=1000 .00120 O 0 100.00 7-R=5D0 .00 i A , ni io _73.61 78_52 _ 111 90.00 _58, 60 04 20' 53", r o=04°38' 17" I 'IF - - _ \ C ??S R 36 �v"JS bg°� // / 120 D� - - - - - ��C A-06°20'0� �'', A ° I '`, ', 4� lea OC °O ?s., IN N !` I ° ° II Ilz s� 36 ° 311 I �I Im ` 62 °1, 6 \ \ / ,oa 5 2 >° J 0 z , w J> °i° Os •.\ /� _ \ / / do 9 \ o p I NJ \ �� �� ;II IIp 3 I 4 OI 1M \\'!/�\ -; =°�'h k50N 8� ; \ ti°�'�� o. 1 I I� I� 5 03 �I of rnl 1� zl I ZI r o \ 9 / 0 �I ZI I� I I� I 1 /6 �06 �o , \ i / / 15a? \ do<11 I I I I I log'\p,56ka \I 6 i-\--�- L-N85°06-E - 't 10 N65°06'09"E '09E 71.61 64.49(0 0 6749 6967 2.91 8-0-J g4.5- -- ry � sA &o N- �\R 90.27 131.52 a\ l+ 76_4\ U' 4.20 7 IN W ry pl U; tOi� �I m \ \ 00/ak v``\ , JC7J�Op� n _ O NI I� M� 9 wl lu N u NI \¢ 5•/g2 ° 0 \\588.30 NE4.70 z o> 4 \\O�s\�p\ 06.12 6 Qv\rj\ 3302" ^/Co61 \ o> 52. 1 _J �gg90 I60�5` o \ sue. \°s° , /^ 13 O�/ / 14 -` N7 �1 ' 3527 0 / i /D.OI 1 \\ °s, e6\AJO /// aM//�"?� 59' ^ 0 4043 36 J S O / N/ o _ 45"py r/�'�� o° Ooi R 1°24 35" `0 0"W 6g S5/8 \ QJS\Sp J� Po \ / 2 /^ : �h/ /0 0 60. 00 579o-q 3� kg \\9J Jg \AO \� / a 0/ O / / 2 5q pG` \ \ y O •\ O _ / r o ! ^ n /o> / / \ N 2 i - 161. r Q� 4. ^ Dl rn w 0, 6a •g5 -3ae \ \ \�''� 19 JJ\ `.3�\ \��90¢ t .� / /^"�o !�_ -J �/ / A I a N) (• 0 0035" o p6o 48 \ \ N\ \10L \ \ AO 66\ �06, / / NO\` J / 15 ' / / \ n N a 1, p6 't k 49.48 �; �A- \ y a` \ s 36 , ' SO cl�1° D. ss s �,, �a 32.69 \ \ \ o\ \� / / / A/ /�, \ �S � '°>s O, O� .0 / 1 1� C`O I I N\ \ N. \ \ i O02 34 '\ \ �`db6 3 / / ?"'^/ 0�° \`LO 2° \ / A\ SF / I I ry� L^ IZ �\ \°�° \ / 6 N69 �� \ 49� 233• / / °O'I kg Ok! 0p - % \ II w I� \ \\ / d\?'?\6f Z i �/ ° '!4^ 1 6 45.66 ' `.. \S \ 0 p, y Ny9 / / /I /0° 43 Y � �I o ml I� \ \ N 9 8 0� \ 3\ \ 'AV// 6 6 #J��/ /5� 10\\ d0a h 16 I 0 3' �/ \\\2 20 >J>\s" - \ .ram r, col \ \ J6IN v°\ \ J6 o' \ �(0% 13 / i '\\yam 15 I I E�' ,2?e, \\\ 2 \\yam, 21 s9\\ J �ti Re I I N6'9�6ay0 �\ ��/ \ \\ 'a\ \ \\\ J D//1p dp�66 rn \\ \y2 2 ��\ \ � 14 \� y/'\ \ 33 NN o sue,, 24 \ \ �'J.\ \ / y1 ;, ��`y ;\�s2. � � o� � `dam 1 /`g`l'0/ / � \ �6�?>• \ \�; �`.� � 'r� \� � i 65 / � \ �° \ \AO, NN ry 6S8 1/_6a 6 y 32 9 p 4 i 43.3 ° 2 \a° \ \/ / v/p9 vp�a-41°2435 00/ \ c� \ \0 0.1 1 °-`-- 00 3658\ 25 Mho na 2 ;' p'kSy k5g2^ \ \ 31 '` 6 .^'► V� 3 30 0 6 \ \ o \ v 00 Z �\ Q\\ss"` N72p��. 9, �o� 2.7 �\ \� \ O Do 1 6;O 60. o0\\ , �J O S � 4 y'ho fN'\ \ ° -A6e b / �' \ / /a 43°36'101 ID ��\ \rn i26 \ \ \ a 2�. .01 28 - - - - - - 133.52 153.87 -' S88°03'27"W INSET A N SCALE IN FEET 0 60 120 180 1 inch = 50 feet DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: o I 0 5-1 II �5 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88008'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294. DENOTES 1/2 INCH IRON MONUMENT FOUND JAMES R. HILL, INC. REFLECTIONS AT LAKE RILEY 2ND ADDITION PLAT FILE NO. WV 1 4 201' KNOW ALL MEN BY THESE PRESENTS: That U.S. Hone Corporation. oww tio. a Oele Corporation, w fee oner, of the following described property situated a the County of Carver. State of Minnesota, to wit: Outlot D, REFLECTIONS AT LAKE RILEY 1ST ADOITON, according to the recwed plat thereof, Carver Count,, Minnesota. Has caused the some to be surveyed and plotted as REFLECTIONS AT LAKE RILEY 2ND ADDITON and does hereby donate and dedicate to the public for Public acre forever the Public ways and the easements as shown w this plat far drainage and utility purposes arty. In witness whereat said U.S. Home Corporation, a Detainees Carpofter. has caned these presents to be signed by its proper officer that _ day of 20� U.S Home Corporalbn STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledge! before me this _ day of 20, by _ as of MS Hone Corporation, a Oetaware Corporation, on behalf of said corporation. Notary Public. County. Minnesota My Commission Expires SURVEYOR'S CERTIFICATE I hereby certify Mat I have surveyed and platted the property described an this plat as REFLECTIONS AT LAKE RILEY 2ND AOOTON, that this plat is or ecl representation of the boundary su xey that all mathematical data and labels are ewrectly designated w the plot; Mat all mwumeels depicted an the plot hero been or will be correctly set within we year as indicated an the plat: that all water boundaries and wet lands as defined in MS 505,01. S lad, 3, existing as of the date of this certification we shown and labeled w the plat; and that all public ways are shown and labeled on the pat. Peter J. Hdw runcn. Registered Land Surveyor Minnesota License No. 42M STATE OF MINNESOTA COUNTY OF The foregoing Surrosor's Certificate by Peter J. Hoeknsw. Nnnesoto License No. 42299. was acknowledged before me this _ day or 20 Notary Public, My Commission Expires County, Minnesota C.R. DOC. NO. CHANHASSEN. MINNESOTA This plot of REFLECTIONS AT LAKE RILEY 2ND QoThON was approved and accepted by the City Council of the City of Chanhassen. Minnesota at a regular meeting thereof held this day of 20.and is in Compliance with the praNsiws of Minnesota Statutes, Section 505.03, Subdivislw 2. All monuments wit be set as day of 20.E specified by the Lily Council and as stated on this plot according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN. MINNESOTA Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395. Minnesota Laws of 1971. this plat has been approved this _ day of 8, John E. Fieemyer Carver County Surveyor 20_ COUNTY AUDITOR/TREASURER, Carver County. Minnesota I hereby certify that taxes papble in and prior years have been paid for land described on this plaL Dated this _ day Of 20_ Laurie Engelen, County Auditar/Treasurer COUNTY RECORDER, Carver County, Minnesota l hereby certify that this plat of REFLECTIONS AT LAKE RILEY NO ADDITION was filed this _ day of 20_ bt _ oCaek _U. as Document No. Yak Lundgren. County Recorder By. PI SNEERengineering REFLECTIONS AT LAKE RILEY 2ND ADDITION r 9� 49 37 5�9°Jy c� 11 ^ol . �] C w Fi •` ^ `1 T�'Nfi� a',__1 j ��_ i'/iO^, j 37 RI tt 'M I \\ 4n+wu O L] '^ _ \vgi 'r \ eo 36 1 FA Sp`o I Y <_ Of 24 0 Ps 3,wg' wg't wR I ai /< \ \ \ 1 1 I Y J`�^ �`1T3a�'a '—_',>•9.b'I °� r �� ,.ss 8J ��d�� �i/ �\coo � \\ \o`%i�49, ��xiao 2334 25 q,>~' ��'" s19•AyzTL 1 r ,w;' 8:/ � h�,,F9" ro/ \ ]4 y's N° 9 Ne q '• - „ gM1n Ex4.NSNT_ i> u v°'<b.'°2 \4 6 1 yo. 1 r— z,. ^ 6^ ti.___--__ i.axs J/ : `�• Pt'S.gO I >s.9ty,.yv •. � o �y4 ?'��.r —____ �/ 33 «nl0:e�'`J a.• 3 � a s9•arsw_— 26/ae n °•,� 2 ,p _ 12 — _ 3g 32 ` xa5gm2—_tw-- ' 21 �� I . ^ % a°Oa 3 OUTLOT A r________ `—�� w w=armt� __rus_n sesur_ re_a / �/ 27 / �OSnyQ. r—____----- �______—___ -y r Y > On EASEYExT 5 - oa.101A o�1 °C 6 20 < �° _Zl �/��<'4p JI q Z Lxaehrm•L__ j.z2a J I i le ty 0.pe"+e°ice h .b / aa- I �xi' . ,a _______-- L}89Y---- Ia— �,• L SaetYle•E—_,35.69 J•. �� u.0 � I S89°1815'E 220.03 rJ 18 S <^. O 9 1 Of e Q'� �rus••ras-E__ �aa02J N, _______-- i o v 4 U, 1 n `v Owe--- _ 14�- w, - -a, I 3 18 � IS I8 'c I I L xe9•410L — Jaw J i 1_._—___—___- iO I I N a 2 18 , r a zI z LJ I so92 I O.W N8r46'21°E 60.W / �.y- 1\_ II 141.86 \t 'b II 9yrn' \t\\ \\ 4; �7 11.545 DETAIL mo, la _- ,II 1R. N.,e ��a i2� � m • N87°46'21'E 141.86 1 0b I 11 L W9!-Lair _!aVt L______---. 3 12 I 13 14 I S1NYTa5^X 15 1 ,Tg \ 1}59 `b W /A,•c � I 29 r I =ae� D �L xeala'a4 x � 30 I .I >7 o ueCss aP[ — Fw.es � 1r� I0 rCRNNA(i �9 7 m lunutt usrMEN I 31 r------- I vl I I el t6 1 I s y 1 y 139 L i yyyy 1bZ§L— �L�Si � 1 8 � / �2•��1.6.95 NR6'.1•E 8@ yy \ 2 4 27710 N80`32�01•E uTlutt LASLNNr °WA. aunar e ^ J 7 / 6 Cj A� r2 l ea u9� SCALE w FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: II s—I II o H a II BE NO 5 FEET IN NOTH. AND ADJOINING ME LOT LINES UNLESS OTHERNSE INDICATED. AND 10 FEET IN MOTH AND ADJOINING RIGHT W WAY UNES AND REAR LOT ONES UNLESS OTHERNSE INDICATED ON THIS PLAT. DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET O AND MARKED BY UCENSE NO. 19a2B MICH MILL BE SET MTHIN 1 YEAR OF RECORDING THIS PLAT. • DENOTES FOUND IRON MONUMENT. —A— DENOTES RESTRICTED RIGHT OF ACCESS ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, MIETHER SHOWN ON THIS PLAT OR NOT, MLL BE SET NTHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EWDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19WS FOR THE PURPOSES OF THIS PLAT, THE EAST UNE OF OUTLOT D, REFLECTIONS AT LAKE RILEY 1ST ADDITION, IS ASSUMED TO HAYS A BEARING OF MORTHTH OOtfi21' HEST. PI$NEERengi>ee7i11g Transmittal _ Mail _FedEx _Courier To: Paul Oehme City of Chanhassen From: Mark Sonstegard 16 Date: September 9, 2011 RYLAND HOMES Twin Cities Division X Other 7599 Anagram Drive — Eden Prairie, MN 55344 952.229.6000 Tel 952.229.6024 Fax Subject: Pioneer Pass -Phase 2 Grading Permit Paul, With this transmittal, please find the following: • Development Review Application • Pioneer Pass 2°d Addition Grading Plan (Phase 2) O (5) full size o (1)8.5x11 o (1) digital copy Our plan is to get this plan out to bid next week, with the bids we'll request retaining wall options. Once we have wall options with pricing we can narrow in on the final wall design. Also, in this plan set, the temp blister over Bluff Creek Drive has not yet been added, this is still our intention and will be added to the specs and next revision. Mark CITY OF CHANHASSEN RECEIVED SEP 0 9 2011 CHANHASSEN PLA44NING DEPT #CANNED CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Applicant Name and Address: �Qt�tJicvro yid>'t�S �s'9 A'.raGrzar, oaa �� EvrtN ree.ililrt� M� .�3344- Contact:__ zff4wZ L _5al 161't%7sA4 Phone:%ri --L" - co Fax:3nr-Z-=If-iW* Email: /1'lSVNsTLRyaiYia�_�O�r Planning Case No. 16 -Uc1 FPtov'vPe�6Ss -,Iry pF CHANHASSF REr.FIVFD SEP 0 9 2011 ,.cc-y wa**NG D= Address: Phone: Cwz •5j70. 4811 Fax: Email: Be &s*r NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development* Rezoning Sign Permits Sign Plan Review _ Site Plan Review (SPR)* Subdivision* (pl .5 Gq�D►i✓(i� Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign - $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost** - $50 CUP/SPRNACNAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. LEGAL DESCRIPTION AND PID: &"f 1-O4 Z— P/Oi✓4(&Q AAA6 sY/W46 ekt-a-O4' E #i "9r4 o PW.46 ���r 61&4 TOTAL ACREAGE: '20 d.rw2 WETLANDS PRESENT: ✓ YES NO PRESENTZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: Srfd 6oAOjI+'U POA,�,!'r FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature *Applicant Date Signature of Fee Owner Date 91Plan\fotms\deve1opment review application.cim sr A'4 N E 6 • • SuAW d9&;i<L DQ116 AWO j . i DESCRIPTION AND • . .. / i ' r 4ddo ' TOTAL ACREAGE: rr" WETLANDS PRESENT: ✓ YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: '5ld 60*&Nb FOR SITE PLAN REVIEW: Include number of existing employees: and new employees This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedure] 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 cartify 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. Dale 1 11 Date' e'\pinn\fcrt \dmclopm t mview nppltcmbatloc �LrE t i SITE MAP xe eeNA BFNCHap X iI 11 n. MAI 9Wm 1. Xa N,a ONEM N.A.11 I - I ... a9...q NAND p oA.w I O. ne] xi AVDPIry N,C . .= awA a rar ix IADN A. Ao .m AD NON �O LIKA AND ;°, o n "'c uOATO D, mT KAI. w MINWNY OW BBMAMB I— TOY a0[(rwa) a Rr nu (DAI a rm m.1 JNa11 m MET W ABLY PIONEER PASS 2ND ADDITION ,� CHANHASSEN, MINNESOTA PT SHEET yT INFIMMATON a = FINAL GRADING, DRAINAGE & EROSION �IMENTDETAILS CONTROL PLAN EO&NAL OUDIN M, III MET C RAN FOR LES EXAL LANDSCAPE RAN ANAL L PND CAP A.1-1.] J.1 9 RYLAND HOMES DET"Ls B' m, s 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 CITY OF CHANHASSENLLQm E E "— PHONE: (952) 229-60,00 FAX: (952) 229-6024 RECEIVED AxA..MAAT1wR,D. SEP 0 9 2011 '771 ";NAND�� oAD� CHANHASSEN n �rP1lwW A.A..[ --1, Ax[(xD-NA-NN (N AAAA LAND —(.I.-m-. (AI b - mApn mum,-onv wA�xnax ( I-]f1.nN1% (N�)-nr-11n (% An -,m A.I m:NN�w v.mrtawT. N a a,NNan i.N+ii-xN',.-�xni a�.m DI.NCA.. \ J O MA. Na Rama. DEAT .... - MA. INADIA ...1....� ...I.I. ewuR, a....,e w.M * k(3RgI : A. IAmNNN € r ..RNA ONA.x E N, Nnlx AA �(11 e..ANG N11NOLr ` � OB.A. rzAvxaNnoaTu nn.nn.nn... 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SPIKE SOUTH FACE OF 1ST POWER POLE WEST OF DRIVEWAY — N. SIDE OF PIONEER TRAIL — ELEV.= 910.34 NAVD 88 DATUM BM #2: TOP ALUM R/W MONUMENT ® SOUTH L PROPERTY LINE ON PROPOSED R/W LINE ELEV.= 913.67 NAVD 88 DATUM SITE AREA � 5 259 364.05 S.F. OR 120.74 ACRES PIONEER PASS CHANHASSEN, MINNESOTA PRELIMINARY PLAT EXHIBITS FOR RYLAND HOMES 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 PHONE: (952) 229-6000 FAX: (952) 229-6024 V n / \ I PID N0. /25.0260600 ' \ of 0 Lj \ \ � \ FOX PROPERTIES LP I \ \ _' PID NO. 25.0230300 I NO] MINNESOTA LLC \ PID N0. 25.0232300 / / j- I - -- - ------ // _-----� 71 I - 1�1 c --- --- -- M TLOT ----------------- - __---- ------------- & S J DEGLER _ _ "� ✓ - O. .D221400 _r AURORA INVESTMENTS LLC PID NO. 25.0221300 2C MINIMUM CITY SETBACKS mmew FRONT 25 FEET SIDE (HOUSE) 5 FEET SCALE IN FEET SIDE (GARAGE) 5 FEET 0 200 400 600 SIDE (STREET) 20 FEET ,,, REAR 25 FEET 1 inch = 200 feet ---- __ - 6 , L---------- 10 __ _-___ -_--4= 11 1 2 �_ //- - --- __-j __i - ----- ------1 ----- i i 1 I 12 20 i,--- 20 D ii 22 23 9 24 25 25 34 - "-35 33 36 32 \ 21 -- - 41 27 42 26 yr� �IMIIPA N)" !0 ,o „ 30 ; 14 -.3 (" Ilt 1 17 _ OUTLOT C Fr TS AU. .V2Tv. MEN300L PROJECT CONTACTS PROJECT ENGINEER JOEL G. COOPER, P.E. - JAMES R. HILL, INC DEVELOPER: MARK SONSTEGARD - LAND DEVELOPMENT MANAGER - RYLAND HOMES CITY: PAUL OEHME - PUBLIC WORKS DIRECTOR/CITY ENGINEER - CITY OF CHANHASSEN NPDES OFFICER: TEDDI SEIBRING-TROFIN - MPCA CONTRACTOR REPRESENTATIVE: TO BE DETERMINED CONTRACTOR SUPERINTENDENT: TO BE DETERMINED I I I I I I / TR: S°CR R W 0'/ IJOHN KLINC ID NO, 25. (952)-890-6044 (0) (612)-508-6480 (M) (952)-229-6007 (0) (952)-227-1169 (0) (651)-757-2719 (0) TO BE DETERMINED TO BE DETERMINED INDEX CITYOECHANHASSEN RECEIVED TITLE SHEET JUN 0 4 2010 1.1 CHANHASSEN PLftMNG DEPT EXISTING CONDITIONS 1.2 SITE INFORMATION 1.3-1.4 PRELIMINARY PLAT 2.1-2.2 EROSION & SEDIMENT CONTROL DETAILS 3.1 PRELIMINARY GRADING, DRAINAGE, & 3.2-3.4 EROSION CONTROL PLAN PRELIMINARY TREE PRESERVATION PLAN 4.1-4.2 PRELIMINARY UTILITY PLAN 5.1 PRELIMINARY LANDSCAPE PLAN 6.1 DETAILS 7.1 LEGEND EXISTING ASPHALT SURFACE _ EXISTING CONCRETE SURFACE o�c�oc� EXISTING GRAVEL SURFACE EXISTING DELINEATED WETLAND — --- --- WETLAND DELINEATION 0 EXISTING TREE LINE/TREES ------1 F-)00------ EXISTING CONTOUR II EXISTING WATERMAIN -- EXISTING SANITARY SEWER �� EXISTING STORM SEWER EXISTING OVERHEAD POWER _aiP LINE/POWER POLES ® EXISTING WELL o EXISTING TELEPHONE PEDESTAL ----- EXISTING CURB *— _ X * * EXISTING FENCE Q EXISTING SOIL BORING PROPOSED RETAINING WALL --w-1 000 PROPOSED CONTOUR —�—> PROPOSED STORM SEWER PROPOSED 4" HDPE NON —PERFORATED DRAINTILE PROPOSED RIPRAP +800.00 PROPOSED SPOT ELEVATION PROPOSED TOP OF RETAINING TW 900.0 WALL ELEVATION BW 900.0 PROPOSED BOTTOM OF RETAINING WALL ELEVATION 4 PROPOSED CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED CURB II PROPOSED WATERMAIN PROPOSED SANITARY SEWER 25' MITIGATION BUFFER 0 PROPOSED MITIGATION AREA PROPOSED HEAVY—DUTY SILT FENCE PROPOSED SILT FENCE PROPOSED HEAVY—DUTY SILT FENCE AFTER COMPLETION OFGRADING) PROPOSED SILT FENCE (TO BE _ INSTALLED AFTER COMPLETION OF GRADING) PROPOSED TREE PROTECTION -__- Ta P--- --r __ ___T-_—_ FENCE PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE /j PROPOSED TEMPORARY SEDIMENTATION BASIN PROPOSED 10' AQUATIC/SAFETY BENCH (10:1 MAX SLOPE) PROPOSED WETLAND FILL AREA PROPOSED SEED SI MnDOT CATEGORY 3 EROSION CONTROL BLANKET SCANNED (3 L0 O M Ed CY Z N Z � v) 4 J CT \ s In 00 � N CV � m • LIJ cc z o zCN �* ♦^ W o 00 00 L CN ELn W rn Q O :z J a. 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' -' ` '//I}- -iI1' h• 1 I_ I- r (' IS i _ �c i_ �- -I -ram y�T'p� I l / I' \ 1 i III /' I / / ! / / l r i /', j .',r r r / I I 1I / i �- /I -'I i -�` �\ \ _._____-Y ! .. iJ / - ___ --_ I �ti ttit i It I` -- 1'I _.yx_-_____- \, i \_ ��_\\I., r ' �- -a.,, o� 1 4 �,� / �LI 11 r ` ii1 J r / I ! / I / / l \ \`I J / / J I r // , `\ \ \\\\ \\ r �'I ,, '",//l l lj; i i I' - - 1 \ L_Jr- 1 R III ,` +x-'-' -' - I \ ! _ 1 � 1 ,`I ,"'` \ I II P. , / 11 'If / / / / / \ \ .1 f'` , F r �. I _ �.-- _ _ I _ _, it , , , I BENCHMARK =- i1 3M #1: R.R. SPIKE SOUTH FACE OF 15T POWER POLE WEST OF DRIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV.= 910.34 NAVD 88 DATUM SCALE IN FEET 0 100 200 300 EIM #2: TOP ALUM R/W MONUMENT ® SOUTH PROPERTY LINE ON PROPOSED R/W LINE. ELEV.= 913.67 NAVD 88 DATUM 1 inch = 100 feet . V) - 0 w I 0% �> � iiiiiiiiiiiiiiiiiim � Z N Iiiiiiiiiiiiiiiiiiiiiim 'a C,-) 4i I J O = S 00 N � N Co ■ w w O z Lai Z = � w o co O \ O N pq Ld t~ � z V � /� Z 3 ``' \ V ZO D0- C) (V a- n E m d C T O w v co p - ao,C 0 1i 3�,,y fr ? r : " �-o w a T p p 00 .0O L N O l C w O C)W O_ N O .� W C T UI c C_, U. ny O OU NJ O � v N Q tp p ` O .- � c N p, 0 .6 d .r: L 4 N O U m p N w - 0 a b p to o In '� zIn ��//) V O � z �1 ~ 1 4 , r ollit fy 1� z A z a z O xZW 0 ��i ZQ AWN LLJ wOfWQC < Of O O LOz � � 5`�za � < W 0) 1.0 N n DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20EXC PROJECT NO. 21996-20 e ff�J/ F.,.i�' -'''fir y • � J'R. � ': �, ,.. a . *.x.F .. �: r_,,... +wte. 11�.... dr�r a%""4 `^""r *1 -t.�, ..y. •-_�.�'....�,+M� __ ti i� ,� ._. . i .YM Mf Y.iNyyi Y wwv>.r _1 l P �f v t i • M I dY r -I `�a �1 IL f = atr f-.♦• ! ! � w �( � i f _ 'af y e tf - • ]A spa nai , L f • � a ! } f j PEMCE Cd � C � I 3 1 y s yQu } � y ..y�` �1�a,}'.:�.-'_ �t ,. Y �"`.''�'-1 f�a:\\� kS7'� z'`�l • Sw'"x �..:1 X n, t`��.a� • t E 6,41 o r. 4 .wy..>w}>... �. xi..,,:.a+s1Pon <... s,. a. s-. �} ♦-ar .s !r •. • .. ., r-.,§ a % AUDJBCIv R�- J > NOS:}Ci( 3 1 41 VIA f ,• V F'rl r t USGS MAP 1 inch = 1000 feet Z NNW BENCHMARK BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER POLE WEST OF DRIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV.= 910,34 NAVD 88 DATUM BM #2: TOP ALUM R/W MONUMENT @ SOUTH PROPERTY LINE ON PROPOSED R/W LINE. ELEV.= 913.67 NAVD 88 DATUM IN ■ X F`Y { ----\ "B/p>, SOIL I/ GROUP I I I I � A \ \ Ar >B,/D 1 I SOIL j GROUP / ? ��r�� ,I SOIL GROUP MAP Hydrologic Soil Group A B C D 1 inch = 200 feet = n MENEW Soil Textures Sand, loamy sand, or sandy loam Silt loam or loam Sandy clay loam Clay loam, silty clay loam, sandy clay, silty clay, or clay O M J O rn = S N CO / ) 2 N (7 m v W W O x z LL Z n cn � o CN 0 of W c� 0 Zv z Z 6) O CL Q E d v O W E a p C 0 o Z o n o m a 0 O L N Cri:5y00 w O E N N p`d C9 O �_ TN It M Pn Zz VL O Q E� L< aLLJ z 0a Z Frl F.I..) Z w Z O O L w�w�Aw W a Z > of Z Q � 0u i--i E'' a z F+� rn u') r- DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20SI PROJECT NO. 21996-20 1.3 7 t / / x \ / 3 ' I I x; r % `\ I 0011 12 `\"\`9 �F�k4i It ^-�.F 1 1 _ / � 1/ 1 i t sir �9i�r�r i i � -r"— \• � \ : > \`� r \\ 1 \,I �, T. `1 1 //: / I� �yi t-r. ✓'. \\ , \ t 1 iFr1, lr \;: - \9 ( 1 n Ire—'/,r ,41 t � // /r --1� �-._-.rr " / � / /t' / J / 1 ,. ,// 'l/' \ �~� I �• I II 1 1 I I ' ] I � - \ � \•\L``. 5- � :03 Aria "!'�26.7f ,p\ (w' t:-� / �I', /„,% i� � —_—�_— � "_-.r l� /l i' / ,.. /f �- i / ' \��\� � \\1\ , '.•, �\\ 1 ,., i < / /!,/ � J/ �1,,\\\.\\ 1\1\� /.. Ili r l //>•. �,-n I \ \ \,., q' I''4,,1i\J •:,\i`� r \'. , 1 , !:, /. f ,\,I\ 1 i' 'I _ - r, /,/ r�1 /;�1 ,1<r \\ \,� �I_::__._'.L' I -1 \ --_ � #' '.?..:� 1. -- i e ply. \dp,;v \\:1,�,\\ �.\� �'.; Sy. �_ =.t a�// / ' ', I11� 111 �1'� ��1 11. I _ -�. \ -_' /. ��. , . \ �\ ♦� /I ' i I � f/� �,�t__-___-_� � <�_ ; t :i/ 3�`�- a \ \ , \ \\ /, ( /' � / 1 '^,i. \\iS 1'7r! - V�\\'r, , I,,12�.oS-.Ae/u-/i —.,-,.\\..,9hSil1Na" t\.. \ l • .. �, �. �;^ � 1 I l I , _ —__..' .__ _- :-1TAZ _ I A 71711 fit r \ �✓ / r I :ail I1111 __ _ I� ,/ 11 �l/✓��..// "IiV /a-.TI. I k;H r,-.�-,F- +-a t'_--1� — {�.11,'T, ';fib}}�I I:, /--I''�'1 "''Ipinl'I' -F I�1,+ p`= h.� VII !I 1 - L 11 ��_:v il,N�____-_ �1- 'AI ,If��-h,,�./: I t� I -••-- I -71i I" A1.1 Tj�-�yc�� 1 1`� l/ \ e Y_,1�, ._�___�, / J\�,k-�,.✓!'_.r•�'1' I :I II`tt =-ill !d�f-- i.r'� �U—I \I I it _ i r. '/: 'II',. ��.,<, ':ar :\. �,... EXISTING DRAINAGE meow BENCHMARK BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER POLE WEST OF DRIVEWAY — N. SIDE OF PIONEER TRAIL — ELEV.= 910.34 NAVD 88 DATUM BM #2: TOP ALUM R/W MONUMENT ® SOUTH PROPERTY LINE ON PROPOSED R/W LINE. ELEV.= 913.67 NAVD 88 DATUM I \ \ f \ f \ 1 I \ \ AV l 1 `v / a ` I , S � i 1 � f \ I I I / / 1 i PROPOSED DRAINAGE / V cn � o W LC) ■ N t .i J J O 0� \ s00 N N X N m ■ W W O x ¢- Z z = cn � O '/) "IfIf � EN W V n O) z Z 3 w cc Z J O O 0- N 11 d M z V 1 O L— rCO W Of a z O d CAD FILE 21996-20SI PROJECT NO. 21996-20 rl lr- F)Dr^rLP Ir- AT I 1 Ir-f- r1 L_ I I\L_v`LI\V I L_ F\I Li L_UI I / /`Dr'rli r)k IM Ar\rN 1r1nkI �IVV nL/L/II Ivly `r-C, J '0 1 1 TI Ir��L)f-�`r-L)\ IF_ A_r �jI I Ir-r- /\L)r-r-I< 9 ^T A r-\r\I_FI NI -1 L_I\V L_ /\I L.L.UI 1 v1\L_L_I\ I.:I r\UUI II\l1V 1325.36 S88008'10"E --�- - 1s1 48 <� 0 0 ry w� < n L,� 40 I L J w- 1' s>> , 24 ° s "E 4M-- \ "E N8112.5 112.5LI_56 (YJ r\(\ L A L A n A 11 Alr A I T11 ..vlvnvlvl v rr Ln�_ 1 fl I 1 Irl � CS 1 2 3 4 5 _D C (Y-) u■ n■ oLI I lr-r-r- /, -)rrl! Z L.Vi 1 I ao 11In L1 �.vv 07 OUTLOT B 2 \ 10 J\ 6 10 9 8 7 e 11 11 9 v 12 \ '` 18 i/ 17 12 ts'-, 13 9 15 14 13 \ ' ! 15 16 20 << ° 2 21 J\!/ 24 23 22 G rol.w..A1.1ko 27 33 35 34 36 37 _ 250.00 OUTLOT A I 18 19 20 39 38 \ v C 9 22 40 �, m42 41 °S�E�� \ 8 23 W LO N O O N N 00 LO 24 L 6 Li- V W \J ' -D Of U 2 3 4\ 5 10 25 (Y` 11 53 L ouTLor c m \ 14 �j 12 Zs \�� N52°5 33"E c r` 17 ,16 15 I\(P 28 27 - -' 171.84 n 30 29 S0805348»w LIJ \ 31 ( � rYJ \\ V\ / A35 34 33 32 Qr6� GJ�J2+� \P S��p 0 1 1 Es0 P I\ OUTLOTD + 'NoPNEPQR(P��O\ �\ 1wr J`C \\\`)'/,- An A n ci 0 00 \ \ v \ �.10 F- S (:) n- n �� ,� s�99� I TOTAL 9 OF LOTS 94 DENSITY 1.5 LOTS/ACRE SQUARE FEET ACRES OVERALL GROSS 2,761,224 63.389 1,158, o23 LOTS 26.585 -BLOCK 1 462,280 507,880 187,863 419,742 10.613 _- 11.659 4.313 9.636 -13LOCK-2 - -BLOCK 3 -- - RIGHTOFWAY -EXISTING BLUFF CREEK BLVD PROPSOED BLUFF _ 70,116 1.610 CREEK BLVD -PROPOSED SUBDIVISION ROADS OUTLOTS 94,618 255 008 1,183,459 2.172 5.854 27.168 -OUTLOTA -OUTLOT B _ -OUTLOTC --- - -OUlLOT D 38,344 747,538 0.880 17.161 8.709 - 0.418 __ 379,345 18,232 SITE DATA MINIMUN LOT AREA 9,000 S.F. MINIMUN LOT WIDTH AT SETBACK 72FEET MINIMUN LOT WIDTH AT SETBACK FOR CORNER LOT 87 FEET AVERAGE LOT AREA IZ319 S.F. MIMUMENTSETBACKS FRONT 25FEET SIDE (HOUSE AND GARAGE) 5 FEET SIDE (STREET) 20 FEET REAR _ 25 FEET_--__ PROPERTY DESCRIPTION Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota my That part of the Southeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. LOT BLOCK AREA (IN S.F.) LOT BLOCK AREA (IN S.F) LOT BLOCK AREA (IN S.F.) 1 2 3 4 5 6 _7 8 9 10 11 12 13 14 15 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18,504 13,466 12,242 11,710 13,355 16,619 20,252 18,753 12,167 11,605 11,359 11,326 11,501 13,791 16,668 13,728 12,517 12,976 13,297 11,739 13,702 14,285 14,901 15,523 11,799 12,497 15,288 12,173 10,310 9,972 9,972 10,081 10,439 10,628 13,141 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13,449 11,018 10,613 10,485 17,135 __10,773 10,178 10,225 10,946 11,714 17,483 1Y391 18,974 19,240 11,493 9,912 9,426 9,275 13,223 13,516 10,059 10,524 10,109 13,665 20,740 14,232 13,167 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 12,965 9,727 9,802 9,470 9,324 10,080 10,797 11,687 15,730 17,959 9,825 9,360 9,360 10,243 10,072 9,318 12144 16 3._ 3 17 17 18 19 20 - --- 21 22 23 24 25 26 27 28 29 - e - I I 26 27 28 29 30 31 32 33 34 35 36 ITT 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9'em 10,749 30 1 __10,626 9,906 .__10,414 31 1 32 1 33 1 13,404 34 1 15152 10,988 9,968 - - 10,009 10,339 9,645 9,144 - 9,681 13,036 35 - 1 _ - 37 38 39 40 41 42 - DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: o 5� 0 1 I---5 11 o SCALE IN FEET NOT TO SCALE 0 150 300 450 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING 1 inch = 150 feet SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. SCANNED Lo Il i Ln Q-/ Z N JD ■ N L O N N LC') co cy) Iw O X <: z C5 z w o N CO d m N cr_ C4 Lv C-) m z z 3 w Q CD zo J N d It v r' 7 _ r tjo v' z boaLj a(10 w >-I C) Q Ofz 0- z Of z o z w Z op L� W Q t�-I z > � z p= z z U � < a (>� /V 1�1 C5 < a < < rn DRAWN BY PLM DATE 6/04/10 REVISIONS CAD FILE 21996-20PP PROJECT NO. 21996-20 2.1 SCALE IN FEET 0 100 200 1 inch = 100 feet 300 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: r-- I 0 5--{ 0 I�5 I I I I NOT TO SCALE BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. 40' BCOD BUILDING SETBACK LIMIT LINE- S64 °A0 00P0 4W .11 II BLUFF CREEK OVERLAY DISTRICT LINE (BCOD) 20' BCOD GRADING LIMIT LINE r� 1 Z��^< 09. .0 NSF \� S05019' 40"E -165.36 S00026'15"E 253.89 i �70� I S08053'481, 171.84 W PROPERTY DESCRIPTION Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota And That part of the Southeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. TOTAL OF LOTS DENSITY _'_ 94 1.5 LOTS/ACRE SQUARE FEET ACRES OVERALL GROSS 2,761,224 1,158, 023 1 63.389 - 26.585 LOTS -BLOCK 1 462,280 507,880 787 863 - 419,742 - 10.613 11.659- 4 313 9.636 -BLOCK 2 $LOCK 3 RIGHT OF WAY COSTING BLUFF 1.610 - - - - CREEK BLVD 70,116 _ -PROPSOED BLUFF CREEK BLVD PROPOSED 94,618 - 2.1.72 SUBDIVISION ROADS 255,008 5.854 OUTLOTS 1,183,459 27.168 -OUTLOTA 38,344 0.880 -OUTLOT B 747,538 17.161 -OUTLOT C 379,345 8.709 -OUTLOT D 18,232 0.418 SITE DATA MINIMUN LOT AREA 9,0 10 S.F. MINIMUN LOT WIDTH AT SETBACK 72 FEET MINIMUN LOT WIDTH AT SETBACK FOR CORNER LOT 87 FEET AVERAGE LOT AREA 12,319 S.F. MIMUMENT SETBACKS FRONT 25 FEET SIDE (HOUSE AND GARAGE) 5 FEET SIDE (STREET) 20 FEET REAR 25 FEET OT BLOCK AREA (IN S.F.) LOT BLOCK I AREA (IN S.F.) LOT BLOCK AREA (IN S.F.) 1 1 18,504 1 2 13,449 1 3 12,965 2 1 13,460 2 2 --- 9,727 11,018 2 3 3 1 12,242 3 2 10,613 3 3- 9,802 4 1 11,710 4 2 10,485 ._ ._ 4 3- 9,410 _- 5 1 13,355 16,619 - 5 6 2 2 17,135 10,773 5 6 _._ 3 3 9,324_ 10,080- _ 6 1 7.-- 20,252 18,753 12,167 11,605 7 8 9 10 2 2 2 2 10,178 10,225 10,946 11,714 7 8 9 10 3 3 3 3 10,797 11,687 15,730.._._.. 17,959 8 1 9 1 10 1 11 _- __ 1 --__-_ 11,359 11 2 17,483 T 11 3 9,825 12 1 11,326 12 2 � - 13,391 - 12 13 3 3 9,360 9,360 13 1 11,501 13 _ 2 18,974 14 1 13,791 _ -14 2 -^ 19,240 14 3 10,243 - 15 1 ---- - _ 16,668 15 2 11,493 15 3 10,072 16 1 _ 13,728 16 2___._.9,912 .._. _16 3 9,318 17 1 - 12,517 17 2 9,426 17 3 12,144 ' 18 1 12,976 18 2 9,275 --- 19 - __ 1 - - 13 297 19 2 __ 13,223 - 20 1 20 2 13,516 11,739 21 1 13,702 21 2 10,059 - --- 22 1 14,285 22 2 10_,5_24 23 __-_ 1 -_-.._. 14 901 23 2 _ 10,109 -- 24 - - 1 15,523 _ -24 2 _ 13,665 _ 25 1 _.1._ 11,799 25 2 - 20,740 _ 26 ___w. 12,497 -.__.__-__ 26 2 fCM_ - - -, 27 1 15,288 27 _2 � _ 13,167 __. 28 1 12,1 28 2 9 854 -- 29 1 16,310 29 2 10,749 30 31 1 1 9,972 9,972 30 31 _ 2 2 10,626 9,906 -- - 32 1 10,081 - 32 - -2 10,414 33 1 10,439 33 2 13,404 34 1 102628 f - 34 35 2 - .. 2 15,152 _ 35 1 13,141 ... 36 ... 2 90,009__.__._. 37 2 38 2 10,339 SCANNED V N � o w a. C I:- z tD ■ C/) Ms O J 00 cV Lf') m rn W W O x Z L< C� N W oO V♦ cn W RU-) Z 3 EL' V z CNN a_ It u) Ur) z � 0 W w aL z �-1 O Cr a z xz w w Lb w Q L� w1 z FI Oof Q = U � a Z z a a DRAWN BY PLM DATE 6/04/10 REVISIONS CAD FILE 21996-20pp PROJECT NO. 21996-20 2.2 I TEMPORARY EROSION & SEDIMENTATION CONTROL METHODS (THE FOLLOWING METHODS WILL. REQUIRE MULTIPLE SITE VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL TO CONSTRUCTION)). PART N.SUBMITTING ME APPLICATION NPDES REQUIREMENTS 1. TEMPORARY MULCH MnDOT TYPE I AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. PART IV, CONSTRUCTIW ACTIVITYREOUIRENENiS B. app , AiION ANTI 0 RATION OF CO RA 2. HYDROSPREAD MHDOT TYPE 8 HYDRAULIC SOIL STABILIZER. S.Cbonge on Coverage. for construction projects rnere the putt « epdalw cnrngea, (e.g„ an migind developer aNla part., of me A. sTORN WATER pOuunlw IwtEvcumx P Au D,0EW1rFRING Aden BARN aR<NNG a. HYDRAULIC SOIL STABILIZER : MFIDOT TYPE 8 AT A RATE OF 350 LBS/1000 ,,arty to various Mm•buiaern or »lb the mile Bite to °nor P.Itt"(.) must Impbmenl the SWYPP and the requiremenN of this part The BMPe identified In the SMPPP and in this permit must M GALLONS OF SLURRY. a. The original/wrcmt o chat «ovide a cagy of Me campkta notice of lerminolion/alms! moQflwtbn form (aa rwured in Part ILC 2.0) aheaded naldled, ontl moinrainhal n an approprbta and lundimal manor Mat la N accordance with rWwnl manukeounr apwi0caliena arW t.Durado w moan arabin irmM aka vets Ion n R 9 (e9., Wmped dMclwrgn, / dranoge) Mated to the cwalrvdim activity Mat may owe b. WATER 875 GALLONS/1000 GALLONS OF SLURRY. to Ma her owner. The Sri currant Meow ° SePpP to the now owner and operator that Maaciran aeerewes Me occasled en9insirq vradkw imbb eedmarl ledan wales moat be aie<Mrgea to ° temporary « pxmrn«It heed lotion Dear eq the wopm +tea menmr sty. tics f terse rmlorr9 construction wualr. Note: Me notice of termiwlian/permit modification farm rwlacer the an0iv'Nt rcgietrrrbn. Permit l Meda«w the w Ine rempmwy w permmml erdmedalbn D«In moat De :h to ensure to treatment is mtabea wahe 3. TEMPORARY SEED At MULCH (SEASONAL) hmam/medir forma and roue of mil B. FROSIW PRFVF]ITIW PRACTICES di h conditions (der Minn. R. bean mtl coal nuisance t terohn . If that w00 2) veil not nasal h M• ai+cnww. a Me watt cannot M s. SEED : MnDOT SEED MIX /150 AT A RATE OF 40 LRS/ACRE. prim a cm e. The nor emr or op«eter Ndh eamn a complete me Signed p.rmk moor Move portion (Permit medncolima include amaHbim LThe PNmillre(e) meal Plan for one knpkmml epwt eufm strips. Noph gwdn tl °" chit surface it discharged to a at advarral beer he to .n<rrt Ma some. water, a must M heated .Its Ma appr...I an a that wan mat ens unch doge not edweMY a the g asmr w tool enmrc that siSMorw wkatfi The Prmlack matrasm lanmsedi b. MULCH MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. c. FERTILIZER SO-10-20 AT A RATE OF 200 LBS/ACRE. rtiMhatbn « admit travitt) of Ine entice pf INmMatbn/pdmfl modfcorlm fomn to Ine MPCA pries Ip commerwka construction activity an site or In no case later than Sewn ] after talon wnenhi of the r t . The new Pwmitts a • responsible Ion r O tlm g P a m•r r d) w rhwm the I sionconstructionphonng, icel°tiau t I.wld ctahacUw o' Dfo Mat minimize toast, so that the Inspection ,nd akerence rowkemeer 01 Yarn Ithe ore with. The Me oa•gmmY on O H) Whoucte scour. is been erosit and Naur. The dlNhNgh must M airwaed eve natural rror apreP• »ed maw, w other of c«ngimce with all Ittme ana conditions Mk commit on resoled or Port 11.e. with not of ewe not m be d;aturted Maw! M dhen«tee (..q. with haw. emkw, aye, ails (Sew• rm.) m ma daMapment eke Mf«. work , opment ow', 4ed °oc•Plea m«qy diwiwrm maswr•s. ndqumh wdmmbl'wn <tl.d masrrw a» r.quhed for eLMrge veal« that wmoine w.pena.a t tin. 4. TEMPORARY SEED & MULCH (SPRING) a. SEED MnDOT SEED MIX 110 AT A RATE OF I00 IBS ACRE.Obligationsoperate / co Si e, n m earalor Or general contractor ion e o her an as IMh r W of M tr Me Jlin is a longer n ppwith the Whref of theco Propel, one Its ewe and w gawrd emlrwtm rebria to wmplbn« with lM tame ana ewadwn+ of ah cpermit basse.n basba 2.Ai egwaed soil areas must be stabg&ea as sow oeabla to limit Mai tosion but r w kter than 14 do, after Me eorulwcMn O8 v w "a LO sans Zan water from deasterilg or mail marina aelidlies must M aiaehorged in er Met does not ro nuisance conditions, Nowt n rtJain MmnNe aotlM in wnmds Bent ' to lM ath , the O have Ihls permit now Dem met, the opNal« « mad conlrmsor, May lronafN permit Sew to a now Operator a r a0e nd m the °+nor ealkii! r Ihal r portion of its site nor temporarily w Permanently wawtl. Temporary aoWOiln without sans( Mat ilh der « Organic w m r wliSe « munaation wsainr" ei" aaww wa11aW. a ape p ap q ana mood b. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS ACRE AND DISC ANCHORED, / wing rM neriae MI rerm[:Olbn/petit mOdificetian fOfrrl. A alylalun hen DOIn Its OxTd ontl aperot« k raati ed. f °wnpen+nte emote vocalism demolition cmorete +lwkpi+; dab vtwkpiw) and Me constructed Mw components of rwde, , den ° r (+9 99 EINSDECTNNS AND NANTEMLNY c. FERTILIZER 10-10-20 AT A RATE OF 200 LBS/ACRE. Nlnq bW one 6Ylpari su. era hot Mh r•auiremmt out moat Part rv.C. C. TERMINATION W CONflVACE 71 or plan 3.aihe rwrmd wilts PNimem of ty /amPwary or permanent aroinaw diM « Sede that emra Sett ham my P«him of the cmalrudit r throPlyw twishhat t 5. TEMPORARY SEED & MULCH (WINTER) b, ur dial• water around the ats, must M Stabilized! within 200 lined fast from Me property adit, or from the point of dl horg•'nto 1.The Pwmitivs(•) (either its owner a operator, meow is bmtilied r Nit SNPPP 1 rwl;na ) mud r inWst the entire cmehusum its at leas) a. SEED MnDOT SEED MIX 100 AT A RATE OF 100 IB$ ACRE. / iPRmilt«(a) Mitch le terminate coverageunder foie Permit met sLmit a Nona or T«mmpLw (NOT) t° the MPCA. Coen Nonw wits this ¢p any Surface water. SMekimL �Df the Iwl 200 Ir«I le�l must Deewnpklea riMF 24 hours after connecting to ° aufbca wol«. tce aver, Sewn ] ea duringmnw c and WMr 2♦ Mon OHer o Mnidl ewll greater than 0.5 Fa n ♦ Following r O Y• taNudbn 0 w' 2 hour. b. MULCH : MITOOT TYPE I AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. Permit b marred snN a NOT b wan¢l.a me Prmiueh(a) corc.pph tder Mih Dr,mu brminalw of midnight en ills pehlma.x de[a of slobiuotlm of lba remaining i tits of any I•m.1 the permanent al or awnW must M caudNh Wlhn 14 dew otlr connecting !e arms wen« ear cwalrvdbn 'n . of petit or Ma ana nos eenlp ditches « y Permmmty cwaed.Tenpwory w pwmmant ditches « must Da conducted within «»n (.t deys after he an inmedian wndM1 °corn n. 2a noun Mlles a at. awls t nu! riled in 2All Inapedbna me maintenance Cantluded during cmn[rvctian must be recorded in watkg and Ihe« ncwde tool M ralained with the C. FERTILIZER 10-10-20 AT A RATE OF 200 LBS ACRE. / Me NOT. tr t tM edU an tl'rw NOT is vobmihed to W MPCA 2 TsmlmIti of Sew age aemoriw: awlw that me being see m e »tliment containment mtenl (with g s properly d.e'asee reek filch dxcka, Dip red., at elves eeeJ eo not SILPPP it accordance with Part IILO. R r inspection and nanlmmce activity Nan intlude: Records o eats ion w y a. Tarmie of cpasrog• Me entire need Ir M .[milked. Thera New must b< atmiized within 24 haury °non no Itgd Deinq urea « r aedinmt contanmmt owlet, GOON ON line DI inapedbnF 8. HYOROSPREAD SEED, R E FERTILIZE & MnDOT TYPE 8 HYDRAULIC SOH. STABILIZER.eted t T within I. Alill Pemkl mad submit e NOT W nn he(v) 0 1 JO tlaw slier Final Srobiliwtbn (•« Part IV. C.) My ben oarmq.d. t all per[ienv al U• 4.1` P. allele must be Provided wkh temporary «permanent end Otti atbn wkhin a n k n i i qr D 2 out after stilt to a ear a« water. D.Name of non a w wntlu<tM 'n write: () v w a. SEEP MYDOT SEEP MIX y190 AT A RATE OF 10 GALLONS OF SLURRY. S11000GALLONS aks her mid ens Po.t .Vol ar one n adlnty nor Man cartust Me eaa rduaae vrrrnanal cfar C. ar0lu uP ryrwmN v�zrnrrs dGma ti of coons inn; rdudrg rawmmmO for arty c Map weber: actions often (including DM peaty maintenance odiNtiay. e.Cats AT A RATE OF 50 LB3/1000 GALLONS SLURRY 0 IF. FERTILZEHYDRAULIC : 1IL ce the ec nt &.1 nvawgrnml swims, the r.wiremmb for final dwnwr/mointmance moat M Derfarmed m required r Final Slanbkalion, M e llotPart is W atime. and h (0.5rq •.Data and amount all mob erasion Man red (0.5 thaw) r 24 nwN STABILIZER e. HYDRAULIC SOIL 9TABLZER : MnDOT TYPE 8 AT A RATE OF 350 LB3 1000 35 Narr Pert ita.2 met wbmk a NOT Mownthin Ja saw after an the wire site including infrastructure, It pmniti•e(is pr mq g verb rM for ewe itches. LaTempo control «Urn must mrknbh wtlinmt hot min' ga ewtmm and wear e :as I. required and es m SAPPIPpermanent as revered in Port m cn°nwe mode to C GALLONS OF SLURRY. Moose ON slormwooer and atbw permanent drainage ditches and aedkwnl Melva that we as.far t. part of a fhdmenl etlarnlent awlwn (h.g., dlenw nm pa etem ePartsfDocumentation 3.VFta port, of Ina Cttlrvacho site now permMont Maw, but woo renaire an have eenwi of Me ate with parts or lmi site. Intl d. WATER : 875 GALLONS 1000 GALLONS OF SLURRY. / Paing <owwo is Irawi«rah to °roux owner as .scorned in Pori II8.5, D. T<rminO[Im of cows e f w o inn DI Its mire project. g por1 Ida look c s no ride rwk check sane) rcquin wdimmo cwhd pn<tber fly pe tors«bee far eke condtita. p«mawnt caw ma be rMY«tl b w men ln. vent• <mar.YeYt five e- • .,one y <h D•r v .wowed Mai awe aW ne <aw t an 7. TEMPORARY SEDIMENTATION BASINS WITH STANDPIPE OUTLET & EMERGENCY SPILLWAY All permilo a must au0mil a NOT Whin oven ] de r tin «() ( °Mar etc Or Bing scw wholly her party slims Of lot Mle 1 noted art w q w Y D o a D ) 9 Y Sea envy d. ne Iwo« me ow., w owrobr. The peaim. of M• its own .de m teuer Pony must D• in compliance Senn Its Pwmk g If h b, l e sow weien! lralmhnl v Man k owlaMrd addlbnd u ed I en .•eknrnt cmbd radices or redmdenl BMPe most by r•loned 9 ys 09n p sd OWNS! matrueeion w!'WtY b wcumira mywhwa m the site, Its it. mwl M rwec[ed b a ponied of rrNw (12) mrnlM (Ma inapeal'wnn meth M ceawa dlrin h Me w11M month vl Mien renal condllbna F011rwl t an rmanano Sew one w cttlrcllan wuvi[ n adbna ma M q 9 ) rN p r. i ro r (SEE DETAIL). e.. all 1 uor a9bn rolwtbn one fedimm wind m ( q amp Y erosion D t c must be in once). The form oaf[ naives sgnolmes hen Von th N"miwb tna ownwdng, ,M lM SWPPP ..at De ammeed to idml;fy IMSe addf d Prwlicea as requ:ed M Part IILA.4, a. Mrwge C. ctNmdion it inflicted in Seance i/ na in Mayes pY the Nora work nor been aasmtled ails to known hem owner kwl Pemilla • ontl contact inn aft wig {) Man for the new owe al Ms vropvrly, of t cM weer to maintain mere new one mbMke rills and/or 9ullle; onarc Noll Ds w umrakm dope ImgM on grea[d liven ]S (erl for la noun Ind d ea ectio ule 24MPCA.hours around ambitbne IM1a nqulre com. fen• one mdnlmrnw aYwdula must Dear within N nwre after mwft wcun at Me Yte w «br la r.rlrmia CwWrvdbn, ehlaew cameo that. B. TEMPORARY SEDIMENTATION TRAP WITH SPILLWAY (SEE DETAIL). c. Termination of coverage atoned using p wrDdv Ion registration. 9 red h w own. Mopes WM o grade of 3:1 m steeper. a.ul wait Preventionoccao and eaeNml cwhd BMPe must M nww4 to enwn discover ana ewastiwm. Ann BMPe must be If it cewp a we ablpir,htl oar the uDdviim registration m, prom g g w wpchw, Pw 'llas(a) Sea reauired to wbmit a NOT Wlhn JO Mays aka m apdemmled Win BMPe wwra said discovery. « ation.i 01 man a<we unless Soon as Mists coign 9. ROCK CONSTRUCTION ENTRANCE SEE DETAIL. ( ) lit Part IV Eee « B.. q ( ) otbvr Flash St IA 2.$admml Cmrfd melKH tool M <aMdWea m all aom malMr Yn Id9 Mfore land D per. e m edm[ a d datmbi adhilks M In. Mesa 9 Y Sege rp p in h. Ptah mother time from Most mr mother lime Irpmr k Main" w. TA P a must nor' aU and riln Me fOlbNn r • i and m 'n e .ad N ed DMo • rmileeB() <arrrPl clan a tmaw• w W Y O 4 3.Parmi t a n n I an 1 that use er did Fi her the a•O Mat 5 eon on ferrbed In P«! IILGS we ronleil« an Man° wen vetrMa p rwtkha anal rewn law until Final t Yizatit n li In accordanceaccommwi. Part N.C. vu D o S m m Dhay wnenlc ee than Ill to hen terminatingtwthis ;l n i Fin i' al Sub perm u t d Slob :wlwn nos bean °Miswa t site ontl finer: 3.Thi timing of lM ietdldim pr wdmwll control racBcw may be ed' to oc be a owa g p Y Nstad cemmaapb Nwl-tartn adivitiw vets w dawinq w aNl Set Imcw moat De rwoired, ragaced a wppl«mmted Wen May Mwma nmHndional Or the aMimmt rwMw I/3 0l Me Mgnl of 10. HORIZONTAL SLOPE GRADING (SEE DETAIL). a. Me two won onto b Pill Iero nor Dean to the MPG and me MPCA nee a bed that mite Any edm mliuily most M completed as aukoy as pool ON Mel control «acuera moat « passage of ester Me I.C.. Thhu ravers ..at be mace within 24 hours of dreOwy, m w sow oa Chad conditions of. wcr. b dhieveitoring Per it tang ated treatment has teen octimd The Permit[« will De notified In writing Nihn JO days pith the mwllarng data Ms been wbmillatl. II has d. 11 beY Installed! the ty 1. be netted immediriNy afld tna wt{Aly in canpktad Hereon, sedrxnl antra «polity. mwl M ineblled Mkra the nml wasbkolbn "War 11. DITCH CHECKS TYPE 3-12" BIORDLL WITH NMDOT CATEGDRY 3 EROSION its Permitl« Me Mal heard hen the WCA within 30 W, otter rEmnling the neauired data, the PM. can wanit O NOT. D, The Permitter eon wbnk a NOT, awn it Me timalrome is le« Man Ion wan, in the MPCA delermMas that Von deemaliw melted is event awn it Ma activity is not comM.N. 4.A11 storm drain iMeb must pr protected 0 paring alry .IllVoc al asdcas with /or a ing to Its Mist gramovts oJoapermy and permanent Wineneatiw other. moat be droirxd aM Mee•dmeat rwnovetl when tM depth of �menl activated ;n the CONTROL BLANKET (SEE DETAIL). ET (S achieving Narked tr+mmmt. have Dam sal mkt far ar f a (strical may M ritten for o PvtkWm mhd If a weNac Maauty when. (sheet naed/tormahtp/lI nor Dean y g/fira Dwin rwchw 1/2 the Wes a saute. Drainone :rmevei ..at es cwnplN•e wWfn " hours N allowy, w w hen es nab °q °w the on Turing [N monitoring and ewlwfion of Ma dlwnaliw meNed. Me Prmitfw is not rrwwamla Ion Minx Dennil rhear«nenb that ten Dhen the P. identified a:atl Ins Permillav(a) non ncciwtl tillen corrhasmdenoa hem the yrieeic[imd authority (e.g. city/wanly/[°wsnp/YnDOT (.) have caMitbna °Ile cc. (aw Part IV.D.). 12. EROSION CONTROL BLANKET MnDOT CATEGORY 3 SEE DETAIL). ( trmsfmed as described in Peat n.B.3. a^gkxer) wlfying me reed ion removd. The clot arrawmdewe most be awumenled In Ms sxPpv or °wink within ]2 More upon e.Surbw verve; incurs train aitMw OM c°"w hems must De ted for evidence °I toaien mtl Mainframe red °g+ rawh aw rep« deposition. 13. PERIMETER SILT FENCE SEE DETAILS). PART IILSTORMWnTER 05CMARC£ DLS(gY REWIIfEMENT$ r«uwL Nbm «itml canhwmamw ion .at M obtained r a Final, mmner, the w«ilk Mist «ol•cNm cm M ram°wtl to dlev;tb Ma mmwiab wbty smut. Howew, altwta f0 ODlan »item CMKptdMN moat M awumentm r MB SNPPP and Owlk«e wllnM ]2 a(s) m deposited in wants wolves ;ndud. Me PwmitN must r«n°w oil tlilav and «dkr• it t g drainage ways, catch bur; and other tlwYww systems, and Me asap men xdmml ramowl results r expo»d eon, The rats. and must take awe D.RECORD RETENnW norm upon n' rem to remove inlet protMal'an bavatl on a apaslflc Mafaty cancem must alit M moaned from Ins ' Hedblwnah f Mabiize or rmit ke Shall within .hen (n sass el eb<ewy unless pnclutlel by legal, regulalwy, w phaaied actives constraints. Tha Permillw Nall uor all 14. INLET PROTECTION (SEE DETAILS). hit 30 , of aulMriry wider Jed Oaw OI r«nowl, 5.T.O.ly err ,tockpare must new at fence Or Other OH.Ove wtlimmt act d. Sea remand• °Bata to ml°in Sec«+. If produce, removal and! Smb:'rzclbn most take plan within Seven (]) colernaw Maw of marring cwba) inducing, e changes to It. and at pedity and maintenance ras«aa meet be kept to its ire The SWPPP (by q eltnwiw canvewncw at as wen and palter mists, « cmduil. ana dlMw unlwe Man camas M Placed r Surfacethe pure, me Permilt.an l+ rwvmaq• (w cmlpding of IOCd. rpimah, stole and ledepl auMorkiw bed rasJMno my Ipplbmle Prmka 15. FLOATING SILT CURTAIN (SEE DETAIL) the a ho construction er the , morenw rM nee w«atonal control of that p«ut on ins stem• SWPPP cm de kept r either Ma hob omw w In an am. w Jts .Nicla dsim a workr Mures g ham g ar. i ter. is i etas n of s Ion lM from 8.vmkN track' the co red of aramRrl hem lM construction Yin (or Mal° ebwlmWlM1in 1M its) Mawr D• m sensed by BMPe Sea w •lax pad; wire u. vend ft. va any work. a.Ctenent M stt vewha wit off -alto vedf too Dove moat be rapasted Ion ehome i.omply awmna Street awepxa set M urea if .on BMP{ era not adewale to «event eriknent ham tieing w teal asN oceek w aauiart t from f noba. . thim.s •edinenl moat M rennpwd hot all pave wrfww. itlln 24 own of ekcowy, or it wpl'waNh, within O Nwle lkne to comply wilt Part .11 rv.c.6. PERMANENT EROSION &SEDIMENTATION CONTROL METHODS a owe(.) must N«I Its does r suly kt rasoma N Its ion tor« (3) aeon °rem abmitlol p1 Mh NOT as wlline0 Part ILG fib d not include Ony redarm afltt emmklMl of tn< NOT. no, dog with its folchess after tr Bing bwketl tin Its •bet (ash Pert IV.E.4.d.). M ].nx Pertnliler, ..at Instil lemporay aedimmlalbn Daslne w reared in Part IILB. at Mb pmnlm. a.TM Pamlittee(s) we n mMbie far the wwatbn and maintenance of tmlpormy, ens permanent enter Widely mmagemml Was. on "I (THE FOLLOWING METHODS WILL REQUIRE MULTIPLE SITE fa a tpnr a[n« a«mite rersrea Ion the protect; as all eovim phu�lian mtl rtliment cmlyd BMPe, for Me duration of Me Instruction work at the •ale Tnh Psrmillea(s) ore VISITS DURING THE DIFFERENT STAGES OF CONSTRUCTION (INCIDENTAL m0 or m oMaMatbn and malntMdlCC candrcle0 outing con6hmliIm (eC Peet IIncl ling all 2AII TO CONSTRUCTION)). 3bin ferkellp"le anti mother Permkler We usawrled cthd Seca NOT ho Pant n.B.3 over all afore of Me its that now not Dam finally amekrtl soh her undergone Fnd Stabilization. ma a NOT nor a anted to the nal pade rig SON in modem operant and mantmtce agramenta that Mw bea imgemmled, Including all rant of err. contracts. cow Mats to other binding enrol. r.g manlenwor ens t an e- in I. If ..intent «<ww the acts nits, on-,nht most be renewed la b tearer Ore at p fror Sufficient L GENERAL SEED & MULCH (MIN. 6" TOPSOIL) rag ireal far i3O of 4.All rcqulred cdculaliane for xeNn of the temporary ma Pemwnml Starmword Manoganml Syskma. in is .. l be Soal to mar m;z oil -ate impala (e.q., mgilix WknNl in etreW °ode Dr raNed into scam »rasa Dy Its owl ran and/or pee a eehty a. SEED : MnDOT SEED MIX #260 AT A RATE OF 70 LBS ACRE. honors to user of public street.). S.NI rRkralion oreae ...i M inupected to aneun Mat no aedlmant ham mgdnq otetrvdbn activity I° r..OhS, the infillnUOn Sew and b. FERTILIZER : 22-5-10 80% W.I.N. DR CL AT A RATE OF 350 LBS.ACRE. RESPONSIBILITY REQUIREMENTS Inaw Seam «< Proreceed tom compactbn sue to construction egogment deMa arrow Me Mention map. c. MULCH : MnDOT TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHORED. THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED TEMPORARY SEDIMFNTAILON BASIN NTH STAND PIPE OUTLET 2. POND SEED At MULCH (MIN. 8" TOPSOIL). PERMANENT PONDS 5" PVC PERFORATED STANDPIPE W/FlLTER DUMP STRAP a. SEED : MnDOT SEED MIX #310 AT A RATE OF 82 IBS/ACRE. FABRIC EMERGENCY SPILLWAY CREST b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. CITY OF CHANHASSEN WILL HAVE RESPONSIBILITY FOR LONG (RIP RAP OR EROSION CONTROL BLANKET) 1" (25 mm) REBAR c. MULCH Mn➢OT TYPE 3 AT A RATE OF 2 TONS/ACRE &DISC ANCHORED. iW TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM A - -OUTLET ELEVATION FOR SAG REMOVAL WATER MANAGEMENT SYSTEM. 2 EACH FROM INLET 3. WETLAND SEED & MULCH (MIN 1' HYDRIC TOPSOIL) BppE DUMP STRAPS a. SEED : MnDOT SEED MIX #325 AT A RATE OF 84 LBS/ACRE. STORAGE (CONTRACTOR) WILL HAVE RESPONSIBILITY FOR b. FERTILIZER : 16-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. VOLUME 3 CY IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CON9TRUCTTON. AN TISEEPAGE COLLAR (TYP.) CL3 RIP RAP c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CHAIN OF SILTSACK 4. UPLAND BUFFER SEED &MULCH (MIN. 8' TOPSOIL). RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE a. SEED MnDOT SEED MIX p328 AT A RATE OF 88 LBS/ACRE. SWPPP WILL BE IMPLEMENTED AS FOLLOWS: DUMP STRAP h. FERTILIZER 18-1-8 NATURAL BASE AT A RATE OF 150 LBS/ACRE. STAND PIPE DETAIL I c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTRACTOR 5. TEMPORARY COVER CROP FOR UPLAND BUFFERS Se WETLAND MITIGATION BUSINESS NAPE a. SEED : MnDOT SEED MIX #110 (SPRING) OR g100 (WINTER) AT A RATE OF 100 LBS/ACRE. b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 150 LEIS/ACRE. c. MULCH : MnDOT TYPE 3 AT A RATE OF 2 TONS/ACRE ilm DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE ) 8. GENERAL NATIVE SEED &MULCH (MINIMUM 6" TOPSOIL) CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) a. SEED : MnDOT SEED MIX y350 AT A RATE OF 84.5 LBS/ACRE b. FERTILIZER : 18-1-8 NATURAL BASE AT A RATE OF 120 LBS/ACRE. c. MULCH : MrIDOT TYPE 3 AT A RATE OF 2 TONS/ACRE & DISC ANCHORED. CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) 7. SOD THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS SHOWN ON THIS SHEET. NARRATIVE & NOTES CONTRACTOR SHALL ADHERE TO ALL THE REQUIREMENTS OF THE MINNESOTA 1. DESCRIPTION OF CONSTRUCTION ACTIVITY, POLLUTION CONTROL N.P.D.E.S. PERMIT. PIONEER PASS IS A SINGLE-FAMILY RESIDENTIAL DEVELOPMENT ENCOMPASSING 120.7E ACRES. THE CONSTRUCTION WILL INCLUDE MASS GRADING, UTILITY AND STREET ALL BEST MANAGEMENT PRACTICES (HMP'S) SELECTED SHALL BE INSTALLATION, AND STABILIZATION OF THESE AREAS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS AND ESTIMATED DURATION OF USE. 2. PHASE CONSTRUCTION TO lCNIMIZE SOIL LOSS. 3. ALL EROSION &SEDIMENT CONTROL MEASURES CALLED FOR ON THESE PLANS A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER AND SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE, TEMPORARY SEDIMENTATION CONSTRUCTION IS IN PROGRESS. BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE THE FOLLOWING ORDER, AS REQUIRED. TRAINING EQ TIR a. ROCK CONSTRUCTION ENTRANCES. .MISIM b. SILT FENCE &TREE PROTECTION ON FENCE. P.E. CHRDESIGN ROF a EXISTING INLET PROTECTION. S CERTIFICATION (2007) S d. TEMPORARY CULVERTS. IT F MI TA UNIVERSITY OF UNIVERSITY e. TEMPORARY BASINS, TRAPS, AND OUTFALL FACILITIES. INSTRUCTORS LEO HOLM & DWAYNE STENLUND LEO HOLM POND CONSTRUCTION. [. STORM WATER POND CONSTRUCTION. g. COMMON EXCAVATION AND EIOTANIaJEN'T, UTILITY INSTALLATION AND STREET CONSTRUCTION. h. TEMPORARY SEED All MULCH. DF.VE OPMENT SUMMARY L. HORIZONTAL SLOPE GRADING. j. DITCH CHECK, SILT FENCE, Al EROSION CONTROL TOTAL PLATTED AREA 120.74 AC. BLANKET. Y 94 EA. NUMBER OF SINGLE FAMILY LOTS If. PERMANENT SEED AND MULCH AND/OR SOD. TOTAL DISTURBED AREA 4&46 AC. 4, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION At SEDIMENT EXISTING IMPERVIOUS AREA 4.46 M. CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS PROPOSED IMPERVIOUS AREA 13.06 AC. AND IMPLEMENT ANY ADDITIONAL EROSION It SEDDMNT CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 5. ALL EROSION & SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS. ANY TEMPORARY PROPOSED EROSION/SEDIMENT CONTROL QUANTITIES FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE SILT FENCE 5800 LF HEAVY-DUTYFENCE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE CONTRACTOR 2818 LF WHEN DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL THEN ROCK CONSTRUCTION ENTRANCE 1 EA ATED STANDPIPE W/FILTER TO OUTLET ELEVATION EMERGENCY SPILLWAY CAP SKIMMER(EG. 5 GALLON BUCKET) TO BE BOLTED TO THE PERFORATED RISER PIPI 3- 2-1/2- DIA. MEX BOLTS 1"-2' WASHED ROCK CONE / 3 W/LOCK NUT HEIGHT - 1/3 Z °L NOTE• TOP VIEW B" IPIPE MATERIAL 1111�,LHOUES SPACED SHOULD BE RIGID 8" TO 10" ON CENTER TEMPORARY SEDIMENTATION BASIN TYPICAL PROTECTION AROUND BACKYARD CB'S (INSTALL IMMEDIATELY AFTER CB INSTALLATION) HEAVY DUTY SILT FENCE -FASTEN TO STAKES POST EACH CORNER RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH CATEGORY 3 FIBER BLANKET 5.2 AC ` �- REAR YARD STORM SEWER THESE PLANS AND SPECIFICATIONS. MOMOT p250 SEED & MUL.CH(GENERAL) 35.5 AC STRUCTURE 6. THE CONTRACTOR SHALL PROVIDE OR CONSTRUCT TEMPORARY YnDOT g326 SEED & MULCH(WETLAND) 0.4 AC STORM WATER DRAINAGE FACILITIES AS MAY BE REQUIRED TO ALLOW REAR YARD CATCH BASIN INLET PROTECTION CO NTRACTOR ONTRACTOR TO CONDUCT CONSTRUCTION OPERATIONS WITHIN THE THE COG AREAS AS SHOWN ON THE PLAN AND AT THE SAME TIME MAINTAIN STORM WATER DRAINAGE THROUGH THE SERIES OF AFFECTED SUCH S ROY D'S SEDIMENT CONTROL BARRIERS STORM WATER PONDING AREAS. PROJECT COORDINATES SUCH AS ROYAL'S INFRASRN COVER OR EQUIVALENT ARE AN ACCEPTABLE ALTERNATIVE. 7. DO NOT DISTURB ANY AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION N 44' 48' 50" TO PROCEED. W 93° 33' 55" 8. WHEREVER POSS®LE, PRESERVE THE EXISTING TREES, GRASS, AND OTHER 6' STEEL FENCEPOSTS HEAVY DUTY SILT FENCE AT FLARED END SECTION VEGETATIVE COVER TO HELP FILTER RUNOFF. 6'-8' SPACING BETWEEN POSTS TOP OF SILT FENCE TO BE LOWER THAN 9. COVER OR STABILIZE ALL DISTURBED AREAS AS SOON A9 POSSIBLE LOWEST ADJACENT OVERFLOW (SEE TIMELINE PART IV 32). HEAVY DUN 10. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL SILT FENCE CLIMATE CHANCES OR WEATHER EVENTS. POLYETHYLENE SNOWFENCING °OHO 11. DEWY CONSTRUCTION OF INFILTRATION MEASURES UNTIL THE END OF -FLOW THE CONSTRUCTION PROJECT WHEN UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.1111111111, 12. DO NOT REMOVE TEMPORARY PERIMETER CONTROLS UNTIL AFTER ALL FLARED END SECTION UPSTREAM AREAS ARE FINALLY STABILIZED. PROFILE PLAN 13. IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR FLARED END SECTION INLET PROTECTION INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID CONSTRUCTION. COST FOR THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 14. ADEQUATE CONTROL OF DUST SHALL BE MAINTAINED BY THE CONTRACTOR; TREE PROTECTION FENCE 1' Spacing on upper end NO PAYMENT FOR DUST CONTROL WILL, BE MADE. 2""" DOD STAKE ��• •• 4" Overlap -x2x18MIN. W -2' MAXIMUM SPACING ,-12" BIOROLL i•! fl WATER l FLOW CROSS SECTION PROFILE VIEW MnDOT CATEGORY 3 EROSION CONTROL BLANKET -STAPLED & TRENCHED IN /-DITCH GRADE H 3' Minimum level 1' Spacing on Staples Anchor slot .MINIMUM ANCHORING SHOWN alternative Fold under 6"- EROSION CONTROL BLANKET -CATEGORY 3 (TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS) LI TEMPORARY EXPANSION RESTRAINT ON ROPE, 2� (51 /(mm) FLAT6 mrin) WASHERS] WASHERS] ADDITIONAL ALTERNATIVES: THE CONTRACTOR MAY REQUEST, FROM THE ENGINEER, APPROVAL OF ALTERNATIVE DEVICES. CATCH BASIN INLET PROTECTION -SEDIMENT FILTER SACK 1° M 2• wASHm 0.WA L 2W 6' ulx. PLAN VIEW fi I 0 GEOTDrNE FAIX•C NOTE 11 W. IF I C(do1ENT D . V M., b' YAC A -A se to' MIN„ N' 1WL MINIMUM SIZE - 1800 CU. FT. OF STORAGE VOLUME FOR EACH ACRE DRAINING TO THE TRAP TEMPORARY SEDIMENT TRAP UNDISTURBED VEGETATION {� DIVERSION .,.,. _ re nx mmx. A�iWee�.mA emrt Ion aaeN Ion. - Ne amrlu,n r,r n _ Dn.:-x. aTv Itaw a . I s cm TIN Seal red• v Iserr saws ewo von w • r r lash nor a¢(ywunq vrawer:r ✓r 1 rY Ie: Mena nglw w[ Iuw y 1 Iv- yi w �_ eon m Sew w.w 0 dW.wm wro oo Sew REAR YARD CATCH BASIN INLET PROTECTION DOZER TREADS CREATE GROOVES PERPENDICULAR TO �Y SLOPE DIRECTION HORIZONTAL GRADING WIMCO ROAD DRAIN PROJECT CONTACTS PROJECT ENGINEER DEvEl-b'ER: NPDES OFFICER: CONTRACTOR REPRESENTATIVE: CONTRACTOR SUPERINTENDENT: F. PWWLON PREVENTION MMAGEMENr Ths Permllle(e) Shall 'mgemmt the following pollution Prevention monagement meawrw on the Mte: I.SOlid waste: cat M +edictal. asphalt and omust c rosy, fical,viMPCA acerb, aspw, omens. robrb, pm+hwtbn ma damail;m debts ana Minor •«lee must M dbp,aaee of mopedy and must campy with MPCA airaeeal raryremmts. $.HaEordws Yatwbl5: ql, q<adinv, POkt and ony hormaWB abvtancw must be Wap«ly S1144, Fduchg «cmawy wnlaFmml, to prevent spills, leaks or °tot discharge. Restricted access to storage w must M w provided to prevent hams n. Storage and disposal of hazardous Monte must be in compliance with MPCA regulation "on SEatemd washn of tru cks uca arts mngi crosfncobn N alorr most be limited to ° deFlred urea of Me site. Runoff monl De contained and woncr to Sciy aiaw«e of. No engine said wasang Is gerwed ed site. b.conoram waanout Or i NI lived and said aaefw graroted r wnwely notwarrantne wwalbna must to commned in a lash-wwf mp rmmmt facility ° tin r impermeable « 4 epmpOclad cloy liner that doss not allow waNw! IipulOv to «W ground not« is canaiatm an kmpermrmle liner. The ra:ad and edm antes user not <mnmd the ground, and c ma mostorce not MI Af0 from the can it w•nou[ O anked ne l t n i I pe gild Ontl Male Vonler must bad see OI in kpo oraDN anal Conn Ibnce with NPCn r larim . A I moat Y a e¢r B Sir M Mldled adpcml fe ,mM weNwt rmlllty to Mform ctercta equipment were[ms to uMize Ine WOPR fodllnea. G Flue STANK zATON The PNmloler(a) ..at man Final Stratification of the file. Find StObNotlt features all of Parts IYGA-5 d Part W.G.S. I.Fral Stabilization raauires mat dl Coll daturl actima i Cl the Bite have Men COMM O and all Maas moat be sfmilzed by a uniform prmnid veoelanw Sew with a smoky Of 701i over the more peiv'wua amfa s pros. w oM« earireant memo nec.wary to avent Mail Failure under Noive eenNlbna. 2,Me Pmmillae(a) must Ithat the p«maneat Wwmwder baolmeat ,ystem meets .II re«iromenla In Part III, C. This Includes but b not limited to, a that class Out of temporary w p rmmerl «eknentalien Dery that or. to M used as p•Immant WIN quality management DwMe and naval construction or maintenance of in Rltratlm Mans. NI sedMenl must be r<moaed from conwYmte Syslema and ditch.. must be etmrEed with pNmtmt caw. 3.Prior to admission Of 1 N II M NOT. l, temporary fair which and Families wosbn prwenlbn ma aedlmmt weird BMPe n t on on krona) must at logs)removed On le pwtbcr of NO fills ion which the Perminae k responsible. RYPi Oerigned to daswnpo« t site (act Oa some cot .l logs) Mat be left in bon. w oq) Y p ♦.ON r«bmtwl opnparim bn ony, of has b bin ae etaland a we armin:ea n M. a id to the are Chinese & temporary he Pea vet.. ticn most aM det. the elk Peirreter contra Fee been V to ontl Ms rh«0enu hoe ben add to the homeowner. Atlaie', Mud, lba Pmdttav onus! eicfnbuta the kNCAb 'Novaowme Pwl 9hwP b W Mmhowrer m inform the Mnxownr of Nit need far, ever bre0ts of, permanent ea D.Son cbntrwtbn N e and used for ag ricultural ¢rkullunl purposes (e. ¢., plpelMer across crop or nrl¢e NM) Hrel Stshllketlpv Sony M a<wm y tee b nturrli the ra a prior katl 1p its ncofa all c e r p y u n rkwwni uor. n8 P V 9.b It I. d a Map krmineb Permit coverage rior b completion of eB rorelwa[ioa enlist Yell of Cho following wvtlilbon en Y P. ¢ P P Y ¢ mat iv suction b Pert IV. o throw n Pert IV. G.S eM nMn a tic V ¢ pP abk. Part I G.a or Part N.G. B. a. At Hex C 90% icy a ) o Oall m for el prop ¢0 day s w b. Al kwl 90R (by one) °( all eW¢iaally proposed wretrwYrn activity My been completed and pemarevt weer «IebMMd rn trio ernes. I. On a where oore4rebon ecllWly In not compkm, permanent war Now hero vebblkhe6 NOTES: 1. FILTER AGGREGATE TO BE 3/4" CLEAR ROCK. 2. 1/2" X 1/2" WIRE MESH. aX.q�.:iif<.n Y SEDIMENT ADDITIONAL ALTERNATIVE 6" ROCK LOG FILLED WITH 1 1/2" CLEAR ROCK CATCH BASIN INLET PROTECTION - FILTER AGGREGATE Y roe,_ ' r -1 ..N. A Al:•cy _ 4 T i:I V.cryl',r i=Ti(Ma' .r-rrr. rre,•,•-_�i:'CJ A-ten. n'-r z:•I k MI. wWa:. I.I ]Ex rl: AT_IFITL� nckr, hat c:,mr y2 _ La] V IY(Lh`k'. t ''If1 L(tittU`r'..[ \\\ 4 I •il e' Yy„M9T t \ RaYYL i { i Jd r- s on -I LCb£ !A zx rrr 3 5 r-r- x {_LI ion TryI1 •haw. J` I " wl.. nL.' I _,.C. 'V } VIL FLA..i 01 6-D i f.YIINi al- is J .ar «i a-qr rah C�IOF SILT -FTJCF xrae: I -I ?,;,r FFNNf DFPARMFNi mXO' S300 mG wcas r my-h-•. �crgr •i i-.- Kt: ar r xns YJhL: ', tlNla lC to w_Ira s r n rcx n. Wcul whin .+.:• «:- � iV: <•. nL-I n - W N v ldn Y) I I{ b A\glk l UT [ ]' i u T I-HIY (VY}hY Y Ida) t Rlb9== y r i ni ' QR� OFFROA- 'CATCHSASIN FILTER BARRIER w:at '-w ony EROPIE=WNO OH'AKIVEM� 'F's.T'pTl "'4*WJ' X aPw j am* IR' A•. M..v d.i N.IIE-1 IY.rly 1 - I i iMk-IVr n" K I 01 ACC k 14ee110.' offg ROCK N ON COFJJIMANCk NN wrpc,I.alav-Yacwd Et'IM:EFAG CD'NTIMLM ice' 5301 5••i3Xzr.%:AN SL56;lRs aesar ty:ry x V• iN`aY+ tMwr •:•:tc:, •x.ncr CL-M 10. M Y[A1 M ae Cti- Wn c%C". AV) RLGC P t _ L< B :. rx:.`Y_ :tdN1::rTvt. r+::v x_u•IAe__ a _. vca i:w tx+. Mf CA -CH BASIN QII� SEDIMENT TRAP D4014CMI14G DSAfiT11ENr m. 5302A JOEL G. COOPER, P.E. - JAMES R. HILL, INC. MARK SONSTEGARD - LAND DEVELOPMENT MANAGER - RYLAND HOMES PAUL OEHME - PUBLIC WORKS DIRECTOR/CITY ENGINEER - CITY OF CHANHASSEN TEDDI SEIBRING-TROFIN - MPCA TO BE DETERMINED TO BE DETERMINED (952)-890-6044 (0) (612)-508-6480 (M) (952)-229-6007 (0) (952)-227-1169 (0) (651)-757-2719 (0) TO BE DETERMINED TO BE DETERMINED SCANNED N O M LJJ In �\ a - M N ID N to I O 00 V J en CY) 1.. W O N X Q V Z fn•at O caW CV LD 4 7 I O CD) N o"14 CV W V In iT Z cc Z 3 W J � Z o 6 C4 Q_ E 0) O d Tro w a W �mE o w ao vCo a 0 3 C 1E V M m Z « .0 0- N o n.000 BOO K i N O C a 0 U >. a- g) O m O w o E va y a`a c 17, yc >. c S J a 0O n a u D 0 O oe J t0 U N 0 O M T N 0 v N 09•Cla yO d Lvas ao oW V) DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20ERD PROJECT NO. 21996-20 3.1 LLJ jce WETLAND TABULATION xTLOT B � - - I- TW 894.0 /— / BW882,0,wl" �qlw �4wl tee- awx- .001 L Z, LWL, w1u, �/ 4� A- &STINrWETtXNID r 44& -1 4_1 — A- A_ 'NO WETLAND IMPACT 11 J, _/� w4� Gi_ Aux m Eu �� (318,424 S.F.) ��_ W�, TW 886.0 A- 65.1 N.G. A-4 Bw 812.0 W-W u, n­� N.G. x 63.5�7" -65.( 6-3 I ....... �.�OX Tw 8�-/o C/1 Qf O LLJ rrs M q- C-4 C v) C) (n 00 V v) -"4 "4 mn M LLJ LLJ r,4 :z LLj C> C-4 �0 0 1 63.0 00 MITIGATION AREA # t% CN ED OLE 865.1 0, 0 ; " N.G. 100YR.HWL 865.4 972.0 8 cu:z L;j 18,464 S.F. C) ;m CD C> Mom 94N v0 toa- C)* La CN A 3 zo Lo_LL bo, 0 7_ o' B'c6D 6R4DIN Lly (15,303 S.F �25' MITIGAI10N BUFFER AREA LIMIT LINE E 5:1 MAX. SLOPE L z 0 o Cc 0 37.8 76 Z� 6 o 6 Cl Of 7�— co_Y_ JIL JIL JIL JIL JIL JIL JIL % NL w o E. 57) 0 0 4, COD BUILDING110 LIMIT LINE6- r-; €; '? >€ € 11I , 1I I II E�k BLU�F CRET I(D -/,/OVERLAY DISTRICT LIN�. kb UU) clvol 4 X A %n r(v� pl, , I , ,:\ 1 2 ro N, 6' 94 Lo z If U) 0 LL; 44ikL < N/ Lzj E" 0 w Zp" awa W-W 4� &WW : z zz *� �_ ``, & Vp �. rzLQ L, V)0 > / NIX2 Ckf 0 _j OLE 86§./5 C) YR.HW� 87 \7 ly-4 Z < it _lA— P" 0) oil 17 u "Lo, (o '719 28X 0\\ \ \ \ \ \ \,\ - T )D 48 N Al OBEGIIGNST. 1+57 ELEV 942.77 DRAWN BY 9 It CJK U G 931 15" T_ kc\p 511, 7 DATE IFF — — — — — — — — — — — — 4 --lE=—q05_6qs) WETLAND IMPACT EX. CBMH 6/04/10 R= 25.8 EXANG WETLANI! WETLAND IMPACT E942,08 IL-936,90(W) -(527 S.F. REVISIONS ACIL EX. -4CBMI-I BEG N -RE�924 2 5 49 0+59.00 :I`"ELEX,924.35, —7— < -------- N Z - \\� 11 z - I �11 I A 0 0 7 FD Z, cli ------------ ------ — ----------- I EX. --------- SSMH BENCHMARK EX. BMH /EX. SSMH EX. CB BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER //EX. 15" RCP RE-924.54 /BLUFFF/ CREEK/ BLVD RF-93554 J RE-9 2 E 5" RCP _934- JE-9tr'2 4(5 ll�=933.23 POLE WEST OF DRIVEWAY — N. SIDE OF EX. CB IE 91 7.27(W) 21996-20C PIONEER TRAIL — ELEV.= 910.34 NAVD 88 DATUM RE-923.811 EX. EdMbiE= IE= NEW RE- 9 UJI d BM #2: TOP ALUM R/W MONUMENT ®SOUTH SCALE IN FEET E- 8. u) PROJECT NO. > 0 ---------- (N 81 21996-20 .—COMMONWEAL H cr) PROPERTY LINE ON PROPOSED R/W LINE. 0 50 100 150 H I E H I ELEV.= 913.67 NAVD 88 DATUM m i@ I 9h 71.74 --L7 - — ----- BLVD I H N X�l CB& �j..q4----tJ40 L CD I I I x RFF94 ---------- I ------------------ 0) 1 inch = 50 feet /�,E-' 93530( 3.2 9 L IE 934.22(E),fI N) N /9%4 �# ss4l BENCHMARK BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER \ \ I POLE WEST OF DRIVEWAY — N. SIDE OF Z I `l' J�' PIONEER TRAIL — ELEV.= 910.34 NAVD 88 DATUM %/ I / // / /! 1 ! I / / \ \=> ��_ ! / / I I ! \ \ \ SCALE IN FEET BM #2: 93 1 \ \ TOP ALUM R/W MONUMENT ® SOUTH 0 50 100 150 PROPERTY LINE ON PROPOSED R/W LINE. >//( I I I I ---- / 1 ^ I I I I \ \I \ \ \ I l ELEV.= 913.67 NAVD 88 DATUM 1 inch = 50 feet g32 4 II I 1 1\ I \ l I\ \ / // / , 1 / I / T— , \ m \ \ \ \ \ \ \ \ 25 - / /// // w 9080 / \ f 1 / \ — T /9318 938. 9 �9'X 94y.5 c \943.8 \, \\ \ \ I II \\ \\ \\ \\ \ \\ \\ \\- \ c 945.5 36.7 40.1—�'���! 27 ow Agv\ V A V A \ \ \ A \ \ \ 10, 9 MON c �S s•oox \\ l 11 1 /44- V2.o ,. 1 ::` ''':' 1 ��• \ 1 I I 3 3 3 ZTW 87_ 1 \ too 11 1 :':'�":�'s'`�,�`:;':i:�'`�• / I �ryrL' �/ � '� , /ih� I � \ � � — 9---� I\\ \ \ � \\ \\ � ! �p , _ / \ \ \ \\ \ \ \ \-63 ,• / / � I �• cow 1 0 \ � i � 45�2 \ \ \ � \ \ � \ l ) \ \ \ ° \ .. •. �'. i' '`• / / / \ / `'ti I O •I I \ d - J `! 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ETB C - IMIT LINE / / If ! // ! / !/ / / J/ ! r/ / ;::':ir,.s=.>` i',''ii I '9 / / �--- J//// //////j/ l/!'////If !! If / / / t / / �!!// //d / / / r _ J / r / J/ / / J / / I / c ! / / - t 1 / / _. i O r / O h / I / n �. 1 J J/ 1 � f I / rtA J r f ! r/ r n rl I Al-4✓SCALE IN FEET / 0 50 100 150 nrtlnl! l\Ir-�`/\TA1 I�r���JV ?jK Ar-NIDWII I\ IVIIyVIVL_.1.�/\I\\,'IIIVI(II I IY)/Ipl 11 l iia -Z I / 1/�I I I I I I ��,Iq_JI 11/ 1 inch = 50 feet _T_ A N I � �/1 ) F,�I\/1NI I L�I/`II ITI i "Ifl%III/\ I I\ 7 f ,1 I I 1 I I I III III 11 1 I ! 1 ! \ / ,� .% 11 // \) J 11 1 1 I f I I I I Av BENCHMARK I -- _ I Ij11 I it I I i / t 1NIn\// �T\ r l�/l l 11 I I I I I r 1 I 1 / 1-� �y / 1 / I r { \ \ BM //1: R.R. SPIKE SOUTH FACE OF 1ST POWER V V Z-A / / j 11 ! r \ \ / / I \ POLE WEST OF DRIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV.= 910.34 NAVD 88 DATUM sI °+ sir — I I 1 1 1 (1 1 1 1 1 1 I t/ r t/ ! I J I \ 1 AI I 1 MONUMENT 0 SOUTH INVESTMENTS I L 1 i III 11 1 1 1 1 I I I I I ! f/ I l \\ \ 1 11 1( / J l I r l l 1 I BM #2 PROPERTY LTOP ALUMRINE ON PROPOSED R/ W LINE. I I ELEV.= 913.67 NAVD 88 DATUM SCANNED --- _---_----- D .r . w. , t�..44h•�,'F'. 00 am///l �/ - _ .mil' / / ,. �.f )1 / /{ 1, / 20 11 OUJT,[LfiTAA kk bUTLOT - i- a - ,�•Ikl I f . a\-- \ I 6 \ \ \ , VA _:,:..:�'.�'.�` � :' � ;11�•111 �\ \i:' A 1,1- g., �.- - !1' ! Y ! / \ *�tii�- `� .'- �---'- -_ i -: _-��_- --- � ='' -', , - �- I I �'.' %, / ! J l l!/ /r' % //i \ \\ \ /j /� 1 I I I ! I I �., \ \I r- �. 4' .1/ ^'� \ \ ( -Ft -- f=. \ �� .-. .+ / n � ...��� ,n�• / /�/�// ,�( -.-_ \\\ \\ \ .. _-y �` / '` �a •,; I — ! ! - '% —'� / 0`'. \ \ �I\ \�\\ \ /i' !-- "' � ��'� � i � \�\ = sea ��,,,,�... /iJ!/j !/!f/ //i%% _— , \\\�\\�\ \..:.,,. ... _.. 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I I ) I (ID (\\11 ll�imr�J:,/_�� �Il"tIII� I , irrlfl Il,><__ Total upland area (excluding wetlands, bluffs, park) Baseline canopy coverage Minimum canopy coverage required o- Proposed tree preservation Difference in canopy coverage D Multiplier t ' Total replacement D Total number of trees to be planted 35.03 oc. 3.2% or 1.11 ac. 25% or 8.76 oc. 29.7% or 0.33 ac. 1.14 ac. 1.2 0.94 ac. or 40,772 SF 1 tree/1,089sf = 37 trees �: 1 � - --- 4 a-- .f- --• ""-_ :..� �. `- `-'\ __ _ __' == a/-�' ,_. , / �, yr - 4 �. } 9`j'"-'' ', 'J`/� �. � II ((l l fT - /,----^1 7-/7` A 1 P./. n v I < L _ _. �'F —�" _ -'-1 r ; F,—= \ `�} ►tl IIII I I i 1 �': I\_ . I r T I �tyl�lhr\i\ \ J !/ �! r� \ INI\ =S \,+ ^ - —_ �� �✓ r� ,. 1 .✓- r- m l' lam --a- = I ; I1111111)II I11- V _ +- JI IT IIa I l l/I I I� ! / Uf I � VL � I 111; r�- �-�.�i i f - � �� � -----� \� ��'. -�1�� �1�i ll�l � �I �I v' a �--_�.: �il /,,:) t r � I,I,�II)I � � I �ll, Total reforestation area (8.76- 1.11 ac.) Required canopy coverage (one tree provides 1,089 SF of canopy) TOTAL NUMBER OF TREES TO BE PLANTED IN DEVELOPMENT SITE DATA TOTAL NO. OF SIGNIFICANT TREES (10" AND GREATER) TOTAL NO. OF SIGNIFICANT TREES SAVED TOTAL NO. OF SIGNIFICANT TREES REMOVED 7.66 ac or 333,670 SF 306 trees 306+37=343 TREES 49 18 36.7% 31 63.3% LEGEND EXISTING TREE SAVED 0 EXISTING TREE REMOVED ® TREE CANOPY AREA SAVED ® TREE CANOPY AREA REMOVED BENCHMARK BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER POLE WEST OF DRIVEWAY — N. SIDE OF PIONEER TRAIL — ELEV.= 910.34 NAVD 88 DATUM BM #2: TOP ALUM R/W MONUMENT ® SOUTH PROPERTY LINE ON PROPOSED R/W LINE. ELEV.= 913.67 NAVD 88 DATUM ZMINNOW SCALE IN FEET 0 100 200 300 1 inch = 100 feet SCANNED ■ N M O L0 LO - z � � N 00 N m N rn w W x Z W N o V♦ \ m 00 N00 CN W c� M z cc Z 3 w zCD E a, p ° a c r y ° - w Eoc`o aD no d 6 oE-°O N wl _E�2�`ycc� O �oaa�°moo 0 y U ° V >.c Y t z M O I --I L0 � Co C~ z ~O t� af a z 1=4 1�1 z Z py0Ao I.LI w LL z Oa �< H a � Z a rn rn w G� a DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20TP PROJECT NO. 21996-20 4.1 (..) cn Ln � o r Ln w Z N - - (� LI J 00 \ s00 Z N LL m w w X z O l¢� C5 z w o N CO o Nco o E w Z V O) :Q z C w Z �, J o 0 CV d a Z O M �� Q,0P4 Ww ow �a f-� w �„ O z w xa �a Z w wZao 0 w q Z = P4 Z Oa E~ = Q U F� z Q W a DRAWN BY CJK DATE 6/04/10 REVISIONS Q Ln 0 0 0 N 0 CAD FILE 21996-20TP a PROJECT NO. F- N 21996-20 4.2 0) N PIONEER PASS :PreliminarCD Ln Ln LO y Tree Preservation Plan RYLAND HOMES June4,2010, € ' TREE NO. � ELEV. TREE TYPE � DIAMETER SAVE REMOVE 1 1001 930.9 BOXELDER 16 13 X 2 1005 932.4 ELM 17 20 X 3 1008 930.5 BOXELDER 10 8 X 4 1009 930.7 MAPLE 16 10 X 5 1011 930.2 MAPLE 12 X 6 1013 930.7 MAPLE 13 1`? X 7 1014 930.5 BOXELDER 11 X 8 1015 930.7 MAPLE 14 10 X 9 1016 929.5 POPLAR 16 X 10 1017 929.5 POPLAR 19 X 11 1018 929.E POPLAR 22 20 X 12 1019 929.5 BOXELDER 12 X 13 1027 929.9 BOXELDER 10 X 14 1028 930.0 BOXELDER 10 X 15 1030 930.5 ELM 17 X 16 1031 930.4 ELM 10 X 17 1032 930.E MAPLE 30 X 18 1033 931.E MAPLE 32 X 19 1035 933.1 COTTONWOOD 36 X 20 1036 932.5 COTTONWOOD 48 X 21 1039 931.4 BOXELDER 12 X 22 1056 931.7 BOXELDER 10 X 23 1057 930.E BOXELDER 12 X 24 1060 929.9 BOXELDER 14 X 25 1063 929.5 BOXELDER 10 X 26 1064 929.1 BOXELDER 10 X 27 1066 928.7 MAPLE 12 10 X 28 1067 928.8 MAPLE 11 1'I X 29 1068 929.0 MAPLE 10 X 30 1069 929.2 MAPLE 17 5 X 31 1071 929.5 MAPLE 15 X 32 1072 929.9 MAPLE 24 X 33 1081 930.E BOXELDER 10 6 X 34 1082 930.4 BOXELDER 10 X 35 1091 929.8 ELM 11 X 36 3087 932.5 ELM 12 12 14 9 X 37 3088 933.1 ELM 13 X 38 3089 933.4 ELM 7 6 8 8 12 X 39 3090 934.2 ELM 11 X 40 3095 935.E ELM 7 Fi 11 13 X 41 3096 936.0 ELM 11 10 13 X 42 3097 936.1 ELM 11 11 X 43 3099 936.7 BOXELDER 9 5 10 X 44 3444 881.9 ELM 10 X 45 3453 934.8 ELM 6 6 8 10 X 46 3462 931.8 ELM 10 X 47 3467 925.4 CEDAR 10 X 48 3580 889.0 BOXELDER 11 X 49 3585 883.7 ELM 9 7 12 X a N O - W � ow aN 0 oco d L.O O L a� o dy o� ~ C T� C� S J � V O� aU j� WO O O J S T N O N O tD La��a�o 0 YY i OUTLOT A� -__-�\j\\/ 17 - -- - 16 _ _ ` - — 15 - - - - - - Y - UTLOT B =' - _ %° 1 13 j / _ - - - - - — — - - - — +ram ^\\ \ 692n cjj20 de 0221400 - " - — j IN \\\ \` .�'� \ (� 21 8 \ \ �� RE WL50 19 \ \ �• •iYv vv `v �1V 7 - - - i i NN RE All INV NV / E 91L93 17 \ 699.83 - \, INV 90982(W) 5 v 5 Ix 16 I I _ 1 _ .. — — - ----- - -- r----- ----- -. 1 _ J � V L 4 REa2.o: 4---___- 1 1 15 inv e¢o2 I r- ---- - I Y x - i / j 3------- r___ WEe M SEEM .2W10 INVSEEM, L - _ / \\ 2 —I I ` ssux1 Ir I -- RE 9lii w 899.22 A�g�12 1 I I r 1 \ \\ X=910.85 r I 1 RE-9v13 EX 9s " I I I I \ E=905I5(W) IE_9M 8](M DREp 1 flE=034.35 I ( i I Et EgxN \ \\ SN IE=9D5.615 K=918.89(1V� �•�) IE=905.3fi _+..` ------ _ "TT Wen,PE=911.01 IX 15' RCP If888 E) E-H08.2J IE--866 53 m:;, iESTMENTS LLC IE 8R5! 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SIDE OF PIONEER TRAIL - ELEV.= 910.34 NAVD 88 DATUM SCALE IN FEET 0 100 200 300 BM #2: TOP ALUM R/W MONUMENT ® SOUTH Now PROPERTY LINE ON PROPOSED R/W LINE. 1 inch = 100 feet ELEV.= 913.67 NAVD 88 DATUM Z au5 U -4:40 H w a co z z o Z W Lu z Ll = z o O H-4 z�y E� W Q rn a DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20U PROJECT NO. 21996-20 5.1 01 I //r///r�iir//r//�-=��- / / / - If / j/) r/ fl/ _--� \ ij �� �WINNOW \\\ — ` / J ( /to 2 SCALE IN FEET /�943.a 9 Q \ I I \ \ \ \ \ \ \ 0 100 200 300 1 inch = 100 feet 1 \ \\1 1 \ // //// / 11�1/Pll'l�✓/ I ` � ( 1 / 5 � (,� I I -- r — �y \ 9J6, � / i 11\\� \\\ \ \ 1„ \10\ \\ P ' f/f r / f J 1 \\\\ \ \\\ \ n /�YI / 6UTLOT B,' �� ♦ s�fb \ \ \ JI , z \\ � \. 1V I111111A.iii//��% X\''\ A \\ �//�/ / / '-/ / / 8 °s 9 //// // � r �a '! � /✓ � -'\ � \ 4 Apo" I o `� 3 \ \\ \\\\��_-�) \ \\ \\\\\ \\ � �,'� 11 \1 `\ I \ l CV \ L / / %/ / i�a6a— — —°_ —9 n •�' 7 ' !� / / / / m/ a 6 \ ` \ \ R 1 \ l — — _J \ 1 III \\\ !I o \ O w Jill It \\\\\\\\\\\ Q— \ \ `\\\ \\\\\\ O < II I \i I q I I I1\ 1 } I 1 1 v \\ \\ \\\\\ �eAa/ )/ Ill\\\ { /i/� \� � \ •.'\\\ \\\ \\\\\ .� � / � N 1 � \ °� s � / / ��� / 1 �T\\ \ \ _ \ \ � / /, //f� r r l l ' " 4 \ °�°\� / / r l / /�i Ji J ii /i 9/ 6 1 //Jill V \\ \raY./ f' //-//� // ( \ \/I/////-- \\\\\\\\� �/:'`,\\�\� \\\� ' // lull"� sr I ( - � � rfri(` --- _ 4, ��F \\ \\ < I I \ \ 1 �p ° i� � ,� / -\-- 1( —•' /_„ —'. /i II\)// //%/ //// \\ 1 \ \ \\\\\\\\\\ 1 \\ \\\\ \`\ --"+ / I ! m _� 2 ham_— \ `_/ / / / 11111\ / \\ \\ - / I m _ 1 s a \ \ \ / / OdTL T/ )— / /i % \ \�\y' � \� \ ��� �� ��_= _"` - - - - - `_ s?s gs�- L , l / \ \ \ — -� ,• / / / r / //j / / / J -- / / / ' % /% / / ii/l/%/ /�/ % /// % / J _ '/ I / or V'\1 rfl/ /JJ(rrN /;•:o54i_lijjr�I�I�I \ I — / ( / / / /\\\\ _ �_ .F = 9 L # - ^f ` \ _ - ��e \\\\\\li\ L nnlynlr ^n:Zn r�� �> nnrJnll //\ �.. 3-�_-c-_` \ "i. ---- 1 r \\ \ l ( / Ivll vlvL_,.� \ I IVI —___- \� \—` \� I J \I Iilllll 1 /r/IIIIIII\ \/ %/j %t°// i// r \ '-. ��• / " ' / BLUFFF/ CREED. BLVD / J / " ` >T/ I r—'� — —� I ; f/Ir �� �— ,� I r-"" I ; ;.`— (r�---'—~�-+ I I I I I I ,'1 , /—, v ,G ` v 1%.�r�lU Itv 1 yl Y (71 TI I N1�1�11 /I ----- fi I II A, ..i r 111 Jllllll 1\ l J1/// / \ \ t _! —° coMMONwEALTH —I ° / ------ i r` — -I //%/i%ii —� / (i 11 ` I_—// / /i/ii / �? \ 1 / / { 1 BLw 11 I _ J /y --- �.—1 \ J /',,\ ;, I ��° -/ ? �I� 3?Rf\' INVESTMENT I��LL� III+ IIIIII III I I J \ I \I !f I I l PRELIMINARY LANDSCAPE PLAN I Landscape Notes: NOTE: CONIFER TO HAVE SHREDDED NOTES : 1. Tree saucer mulch to be tour aches (4) depth natural singbshred hardwood bark for trees outside of a plant bed. Install Parties planting detail. HARDWOOD MULCH D" NOTED PLANTING PALETTE: OTHERWISE. NO MULCH TO BE IN DO NOT HEAVILY CROSSOVER E R UMI COOOMIN PLANTING. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. � CANTACT WITH TRUNK. PRUNE ONLY CROSSOVER LIMB8, CO-0OMINANT y PLACE ROOT HALL SO THAT BASAL LEADERS, AND BROKER OR DEAD BRANCHES. SOME rj 'I' FLARE IS VABOVE SURROUNDING INTERIOR TWIGS ANDLATERAL BRANCHES 1UV BE 3. All plant material shall comply With the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, GRADE. PRUNED: HOWEVER, DO NOT REMOVE THE TERMINK deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. O THE CONTRACTOR IS RESPONSIBLE FOR BUDS OF BRANCHES THAT E)OBID TO THE EDGE OF i/ ENSURING THE TREES MEINARUr� THE CROWN. POSITION THROUGHOUT THE WARRANTY 4. Plan takes precedence war plant schedule d discrepancies In quant61e6 exist. PERIOD. FIELD STAKE TREES FOR THE APPROVALOF THE P LANDSCAPE ARCHITECT 5. All proposed plants shall be located and staked as shown. ROOT BALL TO SIT ON MOUNDED WRAP TREE TRUNKS BY NOV.I5TH AND d SUBGRADE, REMOVE BURLAP REMOVE BY JUNE 1ST. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client vdll provide field approval. Significant ® FROM TOP 113 OF ROOT BALL y ^_. i. changes may require city review and approval. "-' MULCH-P DEEP -SEE SPEC MARK THE NORTH SIDE OF THE TREE IN THE JE --y >y. NURSERY, AND ROTATE TREE TO FACE EACH TREE MUST BE RANTED SUCH THAT THE m p ;r, PLANTING SOIL -SEE SPEC. NORRi ATTHE SITE WHEN EVaA POSSIBLE. TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after instalMibn. x _ Schad ule plant deliveries to coincide With expected Installation time within 36 hours. w i � TOPSOIL BALLVISIBLE SHALL BE REJETHE CTED. DRUNK FLAREISER TOP OF SHALL O (EJECTED. DONOR COVER THE S00 TOP OF THE ROOT BALL WITH SOIL. S. All plant material shall be fertilized upon installation as specified. SET TOP OF ROOT BALL FLUSH TO MULCH RINGBFT.DAM.MW. EFT. DAM. GRADE OR 1-2 W. HIGHER IN SLOWLY PREFERRED 10, If the landscape contractor is concerned or perceives any deficiencies in the plant selection, soil conditions, drainage or any other site condition that might ueGRAOE DRAINING SOILS. aIN. HIGH EARTH SAUCER BEYOND EDGE OF negatively affect plant establishment, survival or guarantee, they must bring theca defaiences to the attention of the landscape arohited & client prior to bid submission. TOMAHAWK TREE STABILIZER STAKES. ROOT BALL P)7 I_'ti MINIMUM (2) PER TREE. - 11. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any ads of vandalism or damage which may - - - GRAIN SYSTEM IS NECESSARY I - TOMAH4WKTPEE STABILIZER STAKES. occur prior to owner aoceptenco shall be the responsibilityof the contractor. Contractor shall provide the ownerwith a maintenance program including, but not limited FOR NEAW CLAY SOILS. _ to, pruning pe W000 MULCH. DO NO PLACE MULCH IN —� - - MINIMUM (2)PER TREE. D g�fertlizatbn and disease/ Bt control. 4' DIAMETER HOLE, CONTACT WITH TREE TRUNK MAINTAIN 42' MIN. DEPTH. FILLED Wf COVER _ REMOVEALLTVIINE, ROPEANO HARE, AND BINLM TWICE BALL �IAKETEd DWAETER DRAIN ROCK. COVER THE MULCH WEED -FREE FOR AFTER - = FROM TOP HALF OF ROOT BALL 12. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit mare than 10% W/ S' FILTER FABRIC. PLANTING. IF PLANT IS SHIPPED WITH AWNS BASKET AROUND THE ROOT BALL die -back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate has Wrap and deer/rodent protection measures for NOTE: FOR DIMENSIONS OF PLANTING AREAS SEE CUTTHE WIRE BASKETIN FOUR PLACES ANDFOLD DOWN S IN INTO the plantings during the warranty period. PLAN, SOIL BACKFILL SHALL BE GARDEN BLEND PLANTING HOLE. SOIL (EQUAL MIX OF COMPOST, SAND At SOIL) PER PLACE ROOT BALL ON UNE%CAVATEO OR TAMPED SOIL. 13. The landscape co ntrador shall be respon aible for obtain ing any permits and word'Inating inspections as required throughout the work process. 1 CONIFEROUS TREE PLANTING - SECTION NOTES TRAP SOLAROUND ROOT SALL BASE FIRMLY WITH FOOT 14 Plant size & ilea substitutions must be a roved in writin nor to sees Lance in the field ID I QUAN: I COMMON NAME LATIN NAME SIZE (MIN.) ROOT COMMENT CONIFEROUS TREES A 26 BALSAM FIR Abies balsamea 8' HGT. B&B FULL FORM B 21 NORWAY SPRUCE Picea abies 8' HGT. B&B FULL FORM C 41 COLORADO BLUE SPRUCE Picea pungens 8' HGT. B&B FULL FORM D - AUSTRI IN PINE Pinus nigra 8' HGT. RRR SPECIMEN FULL FORM DECIDUOUS TREES F 37 REDMOND LINDEN Tilia americana'Redmond' 2.5" CAL. B&B HEALTHY/FULL G 31 COMMON HACKBERRY Cerds occidentalis 2.5" CAL. B&B HEALTHY/FULL H 18 NORTHERN RED OAK Quercus rubra 2.5" CAL. B&B SPRING DUG 36 AUTUMN BLAZE MAPLE Acer X freemanii 'Jeffersred 2.5" CAL. B&B HEALTHY/FULL J 18 DISCOVERY ELM Ulmus davidana var. japonica 'Discovery' 2.5" CAL. B&B HEALTHY/FULL K 34 WHITE OAK Quercus albs 2.5" CAL. B&B SPRING DUG L 68 FALL FIESTA SUGAR MAPLE Acer saccharum'Bailsta' 2.5" CAL. B&B HEALTHY/FULL PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. Spec PP 9P P 6.1 15. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off site during landscape work activities. Report any damage to the General Contractor immediately. J 2 DECIDUOUS TREE PLANTING -SECTIONTOTAL TREES REQUIRED BY TREE PRESERVATION: 343 ti 16. The landscape contludss or shall contact Gopher State One Call no lethan 48 hours before digging for Held utility bcaHons. TOTAL TREES PROVIDED THIS PLAN: 343 6.1 NOT TO SCALE LANDSCAPE DETAILS, NOTES AND SCHEDULES 17. The landscape concluder shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the T municipal staff. This includes sill curtain fencing and sediment logs placed in the landscape. :V OB C C C aL0 V �o J m JE E Qa— 8� c C C O 2° Lisu�i rn 0 �;J y Am 1qr i LLO � s� M U �0\ Q Q F6 C E- V QN Y Lv do ° d a r> V a E .E L0 m a)w _J :: c aD r* o -QpE ag � E � L is Q n n 0 W, G a � ark m E ME w a6 Cc0 t y ; C 1 pN _ C 'a a m O DRAWN BY BDH DATE 6/04/10 REVISIONS CAD FILE 21996-20L PROJECT NO. 21996-20 6.1 GENERAL GRADING NOTES 1. SPECIFICATIONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE "GOPHER STATE ONE CALL" EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651-454-0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1-800-252-1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. 5. ALL LOT AND EASEMENT DIMENSIONS ARE SUBJECT TO FINAL PLAT. 6. ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND SPECIFICATIONS, WHICH MAY INCLUDE FILTER FENCE,SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS, SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING ORDER, AS REQUIRED. a. ROCK CONSTRUCTION ENTRANCES. b. FILTER FENCE. c. TEMPORARY CULVERTS. d. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES. e. STORM WATER POND CONSTRUCTION. f. COMMON EXCAVATION AND EMBANKMENT (GRADING CONSTRUCTION). g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRADED AREAS. I. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER CONSTRUCTION. 7. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AND SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT PROPERTY. 8. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE GRADING CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES WHICH ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 9. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WITHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL BE DESIGNATED BY THE ENGINEER. 10. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. 11. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 100% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN 0.1't. 12. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.25't. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G "LAND DEVELOPMENT WITH CONTROLLED EARTHWORK", PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE GEO-TECHNICAL ENGINEER. 13. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS A HIGHER MINIMUM OF 98% SHALL BE ATTAINED 14. N P SHOWN N EACH T ARE TYPICAL ONLY. THE DEPTH OF THE BUILDING ADS S O 0 E C LOT E PAD FROM FRONT TO BACK SHALL BE GRADED THROUGHOUT THE FULL WIDTH OF THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT THE MINIMUM SIDE YARD SETBACKS. (REFER TO THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WTHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE FOLLOWING SITE RE -VEGETATION TECHNIQUES SHALL BE IMPLEMENTED. ALL DISTURBED AREAS, EXCEPT STREETS, AND POND AREAS SHALL BE COVERED WITH A MINIMUM OF 6" TOPSOIL AND SHALL BE SEEDED WITH MnDOT #250 MIX AT 70LBS./ACRE. SEEDED AREAS SHALL BE MULCHED WITH MnDOT TYPE 1 AT 2 TONS/ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATIONS ARE COMPLETED. ALL SLOPES THAT EXCEED 3(H):I(V) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FERTILIZER SHALL BE 22-5-10 50% W.I.N., 0% CL OR EQUIVALENT AND APPLIED AT 350 POUNDS PER ACRE. FERTILIZER IS TO BE INCORPORATED INTO THE TOP 3 TO 4 INCHES BY DISCING OR SOME OTHER SUITABLE MEANS. WHEN SEEDING AFTER NOVEMBER 1, OR WHEN TEMPERATURES DO NOT EXCEED 40 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL DORMANT SEED ALONG ALL DISTURBED AREAS. DORMANT SEED BED PREPARATION, SEEDING RATES, AND MULCH REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS SECTION EXCEPT THAT NO SEED SHALL BE PLACED ON SNOW OR ICE WHICH IS GREATER THAN 2 INCHES IN DEPTH. ANY SEEDED AREAS WHICH DO NOT BECOME ESTABLISHED SHALL BE RE -SEEDED AT THE CONTRACTOR'S EXPENSE. 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP PUBLIC STREETS, TRAVEL WAYS, PARKING LOTS AND TRAILS UTILIZED FOR INGRESS TO AND EGRESS FROM THE CONSTRUCTION SITE FREE OF DIRT AND OTHER DEBRIS WHICH RESULTS FROM SAID GRADING CONSTRUCTION. 17. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS AND 0.25' FOR LANDSCAPED/OPEN AREAS. SPECIFIC GRADING NOTES: 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 09/20/05. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL. �I 4" CONCRETE OII 4" SELECT GRANULAR 0.5' 5' a 4 a a c d a o e ' 0.5' 5' CONCRETE SIDEWALK SECTION (ALONG STREETS C. De & E) STREET SECTION25' 1 60' CRnDMI: PRAOE-/ m O I LONEST Nt EL TYV. FODTNC RAMBLER SECTION (F) LOT BENCHING DETAIL RECOMMENDED HOUSE TYPES STANDARD LOT- FINISHED GRADE ELEVATION IS THE SAME AT THE FRONT AND REAR OF HOUSE. LOT CAN ACCOMMODATE F RAMBLER, SPLIT ENTRY OR TWO STORY HOME. LOWEST BASEMENT FLOOR ELEVATION MAY BE EITHER 8.0' OR 3.5' BELOW FINISHED GROUND LEVEL. WALKOUT LOT- FINISHED GRADE ELEVATION FOR REAR BASEMENT WALKOUT IS 8.0' LOWER THAN FINISHED GROUND WO ELEVATION SHOW AT FRONT OF HOUSE. BASEMENT FLOOR ELEVATION IS 0.5' ABOVE REAR FINISHED GROUND ELEVATION SHOWN. CUSTOM WALKOUT LOT- FINISHED GRADE ELEVATION FOR SIDE BASEMENT WALKOUT IS 8.0' LOWER THAN FINISHED HOUSE FLOOR (HF) SWO ELEVATION SHOW AT FRONT OF HOUSE. BASEMENT FLOOR ELEVATION IS 0.5' ABOVE REAR FINISHED GROUND ELEVATION SHOWN. DEEP WINDOW OR LOOKOUT LOT -THE FINISHED GRADE AT THE REAR OF THE HOUSE IS 5.0' BELOW GROUND AT THE FRONT OF THE HOUSE TO ACCOMMODATE FULL WINDOWS. WINDOW OPENINGS LO ARE 0.5' ABOVE THE GROUND AT THE REAR OF THE HOUSE. DEEP WINDOW OR LOOKOUT LOT -THE FINISHED GRADE AT THE SIDE OF THE HOUSE IS 5.0' BELOW HOUSE FLOOR ELEVATION (HF) AT THE SLO NT OF THE HOUSE TO ACCOMMODATE ABOVE THE GROUND AT THE REAR OFLL WINDOWS. THEHOUSE. WINDOWW OPENINGS ARE 0.5' NOTE: FOR ALL RECOMMENDED HOUSE TYPES, GARAGE FLOOR ELEVATION 15 0.3' ABOVE FINISHED GROUND ELEVATION SHOWN AT FRONT OF HOUSE. TOP OF BLOCK ELEVATIONS IS 0.7' ABOVE FINISHED GROUND ELEVATION SHOWN AT FRONT OF HOUSE. 916 LOT NUMBER PROPOSED CONTOUR 6 PROPERTY LINE 92O EXISTING CONTOUR SURFACE DRAINAGE RWO SUGGESTED GARAGE SIDE G 928.0 PROPOSED DRIVEWAY (675 &F.t) FINISHED ELEVATION - 23$ - y... Y AT LOT CORNER - FINISHED GRADE ELEVATION RECOMMENDED HOUSE TYPE FINISHED GRADE ELEVATION _ TYPICAL FRONT YARD SETBACK 30' (HOUSE) �- PROPOSED ROW C&G _ 26 a -*'FINISHED Ct GRADE CENTERLINE 51 "w'-100' 'L STATION TYPICAL LOT NN d Net U Bwle � I MID) I R/A` w Rj11 tG' a cam Ydw laeatpn on aajeetkn N RWviP � R/ R/w NO E: AW drd enM w toe aiaWe a of say, 1Mn91A OepRd ift My NOTE: Not soh VNN eM ar Wale, man to be 0n wNh Islas g leader e a 1.h ad Waft aihe 1.I at In: r Ark, Mh,a h}waea her aahW t NM papas se s l TYPICAL INTERSECTION ENGINEERING DEPARTMENT M; 4: 1001 PL C P 39' 30' 155' to Back 15.5' to Back wear Course to be 1/2' e Above Edge of GulfW �4 y�ao. i' Draintile 4" Tapaoll, Sued 1 (2'-MNOOT 2350 LVRE3503pe Is Mu1ch a Sod. OraNtge Took Coat - 2357 $urmauntable 2'-MNDOT 2350 LWW3WJM C.M be corm 12--Clues 5 Aggregate Son. 1009 Cmeree 24' MI 3149.2E Select (1 Bartow ('See Note 7) IN= Min'unum Right -of -Way Rewired - 60'. 2. Mel etreat grade T.OX 3. Aflnknum street grade 0.75x 4. 4.0" Topodl placed In dieturbee or"$. 5. 2 Rolls sod heel" carp. 6. The bitaminas AhI sonata shall be placed the next construction aeoshn following placement of the bitumnous base. 7. A tat roll or The Prepared subgrade sta be performed by the awns, W the plasmas of a City Ih eo ater. The city has Ma authority to reaUire additional Mbgrade carrecflon based M the tat rell. S. DrumS. shall be placed Wong tooth sides of roadway. See plate 5232 for details �R TYPICAL RESIDENTIAL STREET SECTION aysml-To ENGINEERING DEPARTMENT wATE tc 5200 %F NWea SW PL EL PL WDDr ADD.ECdrse !0 0e i/4ge of Gutter 11l ( 3.0% 20% 4" TgpaoR. Seed �1 L - & Mulch or Sad. 2 -MNDOT 23W MVWE3503M B-618 Concrete Curb 2'-MNDOT 2350 MVNW35G35B 2 1/2'-MNDOT 23M MVNW350356 12'-Goes 5 Aggregate Base, 100% Grusmec 24" MNDOT 3149.213 Select CranWar Bartow (-S. Not. 7) Tack Cast - 2357 Tack Coat - 2357 1, Es 2. Minimum Rstreet grade Required - fiD'. 2. Maximum street grade ZOx 3. Mlnknu t alreel emir, d.I,I' 5 2 R loped behind In disturbed wens. 5. 2 Rolls sod ashes curb. 6. The bituminous weonng art of shall be rows the next aanstructia season Phil of a MemarK of the DRumilf be brae. ]. A teat roll of Me yep¢red subrods :hail be performed by the Owner N the prl b, of o sty Inspector. The city has the authorty to require addltlonpl wbgrade cprreaflan posse an the tat roll. cmu TYPICAL COMMERCIAL/INDUSTRIAL STREET SECTION REYSE4. 2-10 ENGINEERING DEPARTMENT NO.. 5201 Rtt wJE:a a Ira /Y'r i'-BAeter,ee ' { 3'r 1/2" . Tap GtunsMwlM eur Yot 3 j' A F ^ SC 1B' Iki;-D T Nwa -�T _ - (Coriaefe C1p0-�mW Outsr� Top mosolnotse Motorist �e 3 4 MnOpT B9,z Gana.N curd oRa HIV � NqT� fa qM W WEN PrAmtht Ltrtlnnpe, Papk,9 Loh. w MaWprs, fYR -- tQ' �•R Tap Rilarn,rlcue M itraw IN i^: 1 Tom,/a ,B iJ2• Came bt OsO rasa aehr ze I R1tWr1PWIre Sw ew $Ma Fames o n Q�R TYPICAL CURB AND GUTTER A'-10 ENGINEERING DEPARNIT RIE "I'Ot 1n 5203 Ass % I -RE TO MATCH ��5500RR-8°E aF BBASE DIAMETER Y ^212.QY� �p°]j VARIABLE -_•_ w � UTH as BACK aE CURB DOME SECTION 1 WMOAHE y t ^"-- n --�zc..xi. HYDRANT 5 'O 1 e'TT" I it0w/LOW PT w' fl ! �! ie_ F 72:B�ariO O+OccRFBA 9 MIN. T• I Nrls-2 SA OJOO a Ql{>gj' ,. N\ Is, ] / f ` VALVE BO% 6' fi' VARIES Oa0009 ry A� J PLAN HEW OF DIAGONAL RAMP "ABim't aMnN 'FaN, W it* i ' V 10' i t PLANS) (SEE PLANS DOME SPACING -`1 295,52•°±I•PAC r I/4" PER FT. 1/2'PER !T' SLOPE t 3^ BEAT TO ROAOWA a'RB k cuTim TOWARD ROMW,AY CURB k0,29' k F TOPSOIL TYPICAL, I CINpsM A5.5'RAUUS-265.eB'/36O' _-'_ __bpi .qe Fr./FT. oR suTTM© � SECTON A -A 3'tRW0O1 21W LI'M4503BB '1e',{7•. 4' CLASS fi BASE ; Dm {,GDSE R CflUSHED �N I Fi SLOPE DF nnRED IF ExisTWa �riQTwNs DD NOT xiT, �SAv s a a 2' 3' 25• ux plo P].yTT.- sae Fr./FT.soPE) 5• s $t'�)E02lLNJE'f NAOE - G Y MIN, e' J' CGNGRETE NaTEs 3 9' B' STANDARD CUL-DE-SAC ELEVATION OF RAMP Ta' s 1(E IHCh PRE OPIAM .Id.T FILLER MATERIAL AASI M 211 G RAD RAQ %�• I 0 WHEN A MM M 15 NOT `AIDE 01(l PER PAD PE°EETEIM RATE'S AND A 40'ItVYNG Bri k I I�iCt;� AD:jI •%' MEN. THE eII)CES 1AN CRp54NG sHMl BE err TIRwtN THE ARE. AT s1REE' :EtTL. ® .. To e' SIRE REQUIRED (FFSET or TIE IIUINLARO WINE AREA Pike ON IMAT PACE W 1. $NGLLLDERS TO 9E BACKFULT[D AND REST�G OM .S' UP ,(WFAiL AND WRAL SG' RAQ kG,BAD.- NOTES. B ADA REaurdD TRUNCATED DONE MEA Sl BE E W WN. w DRECnM OF IfA.EL AND 3WLL O $DER (W ffEi1 / MULCH. 1. MPICAL B" iHIE1( CONCRETE SIOEWALN. FxTFNO ME Fuu Wwnf (a' v Tm.) te ME PURa RAM. Tw6 2' m RY a' c- MDM (r .) 1RJMCAIED OQIE MCA 91KL C(WIRAST VISUALLY NAM ME ADJACENT W.WONG SURFACE THE Thy (00F.TRACT R 2. iVet' (YRaTRACtWi OR �1Ell.CPER Si1ALL SGtwLY A 2 YEAR roux M,4NIENANCE U.SUPPLY B6YD UPON CITY ACCEPTANCE. 2. l!'$ B" THICN FGR COMMERICAL DRIVEWAY CROSBING. ENTIRE TRUNCAICY DDNE MCA SHALL BE A LIGHT Caw (GRAY) WEN TM AD.NCEYT 4IEVALK IS A DARK DMEEL ME FATRE TRUNCATED ONE AREA STALL BE A DMK CCLAR 3' 9Gy DV4 / SPEQtIG704 ARE (.MOoWW REapkEMENTA AMM(PIAL DESIGN YY11QQ11�� 3. JOINT SPACING AT 5' INTERVALS EXPANSION JOINT WP NO AT 1UL1 (GRAY) WHEN ME AQIACENT S Es9UK IS A'MWTE" 0R UMT GRAY MIEENT M,ck MAY BE REWWO DEPENINAl ON MSTI?l Sl%-GRADE BEES, CONDIFt0el f-ATI pSTANCE FIX STRFS.i WUTRS ANY MEASURED W BACN HIRE. 2. PLUS 9• GRAVEL S'10IL ER, 'OUI CR.. INTERVALS AND WHEN ABUTTING EMSTING CONCRETE OR STRUCTURE. SI API TMACArED DOMES M STMPCO wxcc7c WILL Nor BE AUONED. 4, I JMW4MS TRAA S MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS NO WASTE TALAC IEO ME DAMCA 5yV1 CE NEENAH DETECTACTE WARI PUCE R4W MAT NEUS Mr CURRENT MNDOT SIMINFUS FOR OERCT40I WARNING 5YSTFM5, NATETAALPYG . 91 CRT, W ORGASCILS 01 i00[ D. ourTYPICAL CUL-DE-SAC A11� cuff CONCRETE SIDEWALK PEDESTRIAN i out BITUMINOUS I 11=111CURB RAMP TRAIL ! ERWm I-1ALIWAL4e ENGINEERNG DEPARTMENT ewE so, 5205 iHEvsEO: 1-to ENGINEERING DEPARTMENT wJE xD.: 5214 RED 1-10 ENGINEERING DEPARTMENT RA't ra.: 52'.5 A1aIR� 1-Ih ENGINEERING DEPARTMENT NAR im Put x4Mea 52+4 5218 i Fllt NAME:: DENIED .p PROPOSED BUILDING SI TE EXISTING GRADE /7Z-�,K4/77- - SELECT BACKFILL ALL 3:1 SLOPES MUST BE EITHER SEEDED R/W & STABILIZED WITH WOOD FIBER BLANKET OR, IF ' I / SODDING, THE SOD SHALL BE STAKED (TYP.) 30 - BUILDING SETBACK LINE 6" TOPSOIL GRADING GRADE UNSUITABLE ) MATERIAL ) \_SUB -GRADE CORRECTION LIMITS __,��- ANON -SELECT BACKFILL MATERIAL / TT�/ SELECT ) BACKFILL i SUITABLE MATERIAL BOTTOM OF UNSUITABLE MATERIAL : , (TO BE VERIFIED BY SOILS ENGINEER PRIOR TO PLACEMENT OF SELECT MATERIAL.) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL AQUATIC BENCH 10' a wo NOTE: AQUATIC BENCH OF THE POND SHALL BE SEEDED WITH THE MN DOT NO. 310 SEED x MIXTURE. THE AREA BELOW THE AQUATIC BENCH NEED NOT BE SEEDED. oLE o FINISHED GROUND 10: 1 TYPICAL STORMWATER BASIN CROSS SECTION BENCHMARK BM #1: R.R. SPIKE SOUTH FACE OF 1ST POWER POLE WEST OF DRIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV.= 910.34 NAVD 88 DATUM BM #2: TOP ALUM R/W MONUMENT ® SOUTH PROPERTY LINE ON PROPOSED R/W LINE, ELEV.= 913.67 NAVD 88 DATUM V Cn C W` u�-) / - Z 14- EV E J O Oy = N 00 N Z EV 14 m M w_j O YC ¢i / V Z n Lit O Ito v \ in IY 0^O E W ULn z� cc e< Z 2f J O 0 0- N a- M In � /V V i Q O I..j Q ^� W LN Z Calf a Isessell x:2 z LU O w Z E" L, A LLJ w (0 > Z]E Z OQ Q V !_� aZ W Q 0) rn Ln DRAWN BY CJK DATE 6/04/10 REVISIONS CAD FILE 21996-20D PROJECT NO. 21996-20 7.1 II ///y 1//(�/, /�/////i �'� ���'�/✓///,r/- \ J .---\\ // _3`- / /.. 1f ///J �/lJ////, I l �- I I I 31 I - �\\ �\\\\\ \ OUTLOT\A I //j / i / / I )1 / / q / \ `\ \\ 1 \ P\� e°� \a`m\ SCALE IN FEET M g \ \ I I \ \ \ 0\� \�"\`'\ 0 100 200 300 /i/////�/l` v 1 inch = 100 feet iii�%/ T1 11f 111 // 1 s \ 1 TYPE II NATIVE SEED MIz J/ J \ PAN NOTES. \\ ' bUTLOT B/ // L i /i \\ 0, \. \\ \M/ \ \ \ \ \\ \\\ r En / / q it M -IIE�D 1 4 -TWE-11 MATL \ \ \ \ \ \ \ \ VAVAv� �/ / / 1 I / � - _ � ,Q - 1 ITYPE '111ATIME SEED MIX v v v v� v AA\\�wvv /,/�,�� - - - -- - -_ - 2 Nk) 1\\ \\ \ \ 1 TYWI yKp7A� e-i POND PER \ \ 1 TYPEruT SEED DID CIVIL PLANS \ SEE RAx N0 d - J \ OUILOT D- vv�K \VAII/ill l)� M \ \ I M SEE i .� vvvvv vvvvv ,ebb- -/1v v I I I 1I1 i , � _�_ v� � v � y I ; - %- ---- - �- ✓ ti� \ \\ \ \\\ \\\\\\ I / ' / / / / III I _ `. -- \ \�_�,_ NL Y O1HE_. \' I I 1 POND PER )// v� _ -�� .-__�-- �e ---�+ , / / 1 I I I / /v V - - �� �, � -cna ears SDA OTHERS - \\\ 2 -- \ -,PAM" LOTPER CIVIL R s r - - - - - - \\\\\\ \PONDPER \\\\\\\\,TYPED \ _ V CIVIL PLANS TYPE II NAWX SEED MI MATE SW Mlj.' I \ \ _ - \\ \\\ \\\ 1 \\ \ \\ \\ / SEE PLAN NOTES. - -1 7 1 / / / / / \ / / I I \ - - - - ch \ \ / � \ \ \ \ \ 1\ \ I a� r it \ / i I P / AREWPER m\ % / ) 1 1 \ \ 1 I / / `• / / / / - /,. s/qaNPLr / Ol/ TL T / C i \ d 9�0 / c I 2 A R 5 j I'\ \\ \---/ / / / /, /// //// / / / / SE PLAN NOTEATIVE - \- -- - , - V! S. /` 1 \\ \\\\%`-I�/-Et_ -/ �-. / -rv" Yl.� / \ --\ -7 7?r.-- \��\' U , / �.� / \�.W ---- ------ Ill ( /--111\\Ill►IIII11 I 1 BLUFFF/ CREFJS BLVD /_ ✓ - _ :- � - - - j 1 1 - - -4--`- - - - \ / Ilii i il. I II II I l I Landscape Notes: DEVELOPMENT WIDE LANDSCAPE PLAN: 1. Tree saucer mulch to be four Inches (4") depth natural single -shred hardwood bark for Imes outside of a plant bed. Install per toss planting detail. TOTAL TREES REQUIRED BY TREE PRESERVATION: 343 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. PLANTING PALETTE. TOTAL TREES PROVIDED THIS PLAN: 343 1 CON I F E RC 6.1 NOTES DO NN HEAVLY PRUNETHE TREE AT PLANTB PRUNE ONLY CROSSOVER LLBS, COOOMM LEADERS, AND BROKEN OR DEAD BRANCHES. INTERIOR TWIGS AND LATERAL BRANCHES MA PRUNED: HOWEVER, DO MDT REMOVE THE TE B OF BRANCHES THAT EXTEND TO THE EE THE DROWN FIELD STAKE TREES FOR THE APPROVAL OF T LANDSCAPE ARCHITECT WRAP TREE THUN(S SY NOV.I5TH AND REMOVE W JUNE 1ST. MAW THE NORTH SDE OF THE TREE NTHE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE CR 14 LI HIGHER LISLOWLY ORANND SOLS. I WOOD MULCH. DO ND PLACE MULCH N-) CONTACT WITH TREE TRUNK MAINTAIN THE MULCH WEED FREE FOR AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANfNG AREAS SEE - PLAH SOL SACKFUL SH -L BE GARDEN BLEND SOIL ( EQUAL MIX OF COMPOST, SAND & SOL I PER NOTES. 2 DECIDUOUS TF Vendor: Prairie Restorations, Inc. (or equal) Vendor: Prairie Restorations, Inc. (of equal) LANDSCAPE DETAILS, NOTES, AND SCHEDULES: NOT TGS ALE 3. AB plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule ff discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and property handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide wRh expected installation time within 36 hours. 8. All plant materials shall be fertilized upon installation as specified. 9. If the landscape contractor is concerned or perceives any deficiencies In the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid submission. 10. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any ads of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the Amer with a maintenance program Including, but not limited to, pruning, fertilization and diseaselpest control. 11. The contractor shall guarantee newly planted material through one calendaryear from the dale of Written owner acceptance. Plants that exhibit more than 10% dieback damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree Wrap and deer/rodent protection measures for the plantings during the warranty period. 12. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 13. Plant size &species substitutions must be approved in writing prior to acceptance in the field. 14. Landscape Contractor is responsible for coordination With the General Contractor, to protect the new improvements on and aNsNe during landscape Work activities. Report any damage to the General Contractor immediately. 15. The landscape contractor shall contact Gopher Slate One Call no less than 48 hours before digging for field utility locations. 16. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape, 17. Type I Seed Mix: Wet Sedge Meadow Grass M& Wet Sedge Meadow Wildflower Mix Rate: 40 lbs. per acre Rate: 10 Mrs. per acre Application: Brillion Seeder and Straw Application: Edition Seeder & Straw Vendor: Prairie Restorations, Inc. (or equal) Vendor. Prairie Restorations, Inc. (or equal) Type II Seed Mix: Northern Upland Meadow Grass Mix Northern Upland Meadow Wildflower Mix Rate: 40 bs. per acre Rate: 10 lbs. per acre Application: Brillion Seeder and Straw Application: Brillion Seeder & Straw ID I QUAN: I COMMON NAME LATIN NAME SIZE (MIN.) ROOT COMMENT CONIFEROUS TREES A 17 BALSAM FIR Abies balsamea 8' HGT. B&B FULL FORM B 25 NORWAY SPRUCE Picea abies 8' HGT. B&B FULL FORM C 29 BLACK HILLS SPRUCE Picea glauca var. densata 8' HGT. B&B FULL FORM D 13 AUSTRIAN PINE Pinus nigra 8' HGT. B&B SPECIMEN/ FULL FORM DECIDUOUS TREES F 41 REDMOND LINDEN Tilia americana'Redmond' 2.5" CAL. B&B HEALTHY/FULL G 28 COMMON HACKBERRY Celtis occidentalis 2.5" CAL. B&B HEALTHY/FULL H 13 NORTHERN RED OAK Quercus rubra 2.5" CAL B&B SPRING DUG 37 AUTUMN BLAZE MAPLE Acer X freemanii'Jeffersred' 2.5" CAL. B&B HEALTHY/FULL J 19 DISCOVERY ELM Ulmus davidana var. japonica 'Discovery 2.5" CAL. B&B HEALTHY/FULL K 16 WHITE OAK Quercus alba 2.5" CAL. I B&B ISPRING DUG L 45 FALL FIESTA SUGAR MAPLE Acer saccharum'Bailsta' 2.5" CAL. B&B HEALTHY/FULL M 40 BUR OAK Quercus macrocarpa 2.5" CAL. B&B SPRING DUG N 13 WHITESPIRE BIRCH Betulajacquemontii'Whitespire' 2"CAL. B&B 3-CANE CLUMP O 7 PRAIRIEFIRE CRABAPPLE Mauls X'Prairiefire' 2" CAL. B&B HEALTHY/FULL DECIDUOUS SHRUBS Q 40 ISANTI DOGWOOD Corpus sericea lsanti' 3 GAL POT HEALTHY/FULL R 38 AMERICAN CRANBERRYBUSH Viburnum trilobum 2 GAL POT HEALTHY/FULL S 79 COMMON PURPLE LILAC Syringa vulgaris 2 GAL POT HEALTHY/FULL •/�J/ I/,TRE/SEED/MM/ BF �. I NOTE: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BEN CONTACT WITH TRUNK. PLACE ROOT BALL SO THAT BASAL FIARE IS 1"ABOVE SURROUNDING GRADE. THE CONTRACTOR B RESPONSIBLE FOR ENSLRM THE TREES ARE N A PLUMB POSRON THROUGHOUT THE WARRANTY PERIOD. ROOT BALL TO SR ON MOUNDED �F SUBGRADE, REMOVE BURLAP FROM TOP In OF ROOT BALL MULCH -4"DEEP-SEESPEC 9,-PLANTING SOL - SEE SPEC. V TOPSOIL SOD FIE TOMAHAWK TREE STABILRER STAKES. MINIMUM (2) PER TREE DRAIN SYSTEM B NECESSARY FOR HEAVY CLAY SOILS. 4• DIAMETER AUGERED HOLE, 42- MN. DEPTH. BLED W/ &4" DIAMETER DRAM ROCK. COVER WY 6- FILTER FABRIC. ®I( TAC RUNK FEEMUST BE RE AT WETOPED SUCH THAT THE THET�OFS ROOT TRUNKFLAREHERE TEAT MUNK FLARE BNOT N VIBBLE SHALL BE REJECTED. WNDTC(NQt THE TOP OF THE ROOT BALL WITH SOB. MULCH RING 6 FT. DWI. MINN. BFT. DM. PREFERRED / 4 N. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL -_'7-TOMAHAWK TREE STABILIZER STAKES. MINIMUM 12) PER TREE. REMOVE ALL TIWNE, ROPE AND WE, AND BURLAP FROMTOP IMLPOFROOTBALL E PIANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL. CUT THE WIRE BASKET N FOUR RACES AND FOLD DOWN N INTO PLANING HOLE. RACE ROOT BALL ON U EXCAVATED OR TAMPED SOIL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT RODT BALL DOES NOT SHIFT. rn c 'c M t13 a Ln Ud CD J a) (Ato J a ^" g o 0 ii - U U .J c CL � 0-EL �0 ,^ c c V (n 'V) C v-0 o w a) Ln ;, -'' .�+ N M 3V U d �Q' � 3@ Gam �°3= G Y aj M �uvim o L C U to � ' T o E W rn T a C C W ao`W r w W W . T N L 0 I-J �'M io8WA0 m �amv5 E C H W Wm�W� V t C 0 r` r7 L0 U a M Qj < w Lw� l.i p.., L Z a F� 0 a U Cn O xZ w 0 Z LdLo �/1 Wall '- Z _ Z � Q U � t-1 �Ny W Z Z a OT I --I w rn Sim — SITE MAP xo rAa A. 4-x a+RL s eRw• .' a L.1 w •x ru+. BWENCHUARN (� o R YuF. Ory W aRa a uit PoXP E,[I'M�nu - v. f,O wfl°xNW Y OxxN w n. rw ry owxEx+ • apw i)wL uxE romwrw,E�nry uxc MINIUUM Cltt SETBACKS vo(xlxWy) 11ra111 R 901. la+) xN, Ra an z I) 9:LLI x,41+ PIONEER PASS 1ST ADDITION CHANHASSEN, MINNESOTA FINAL GRADING, DRAINAGE & EROSION IW= CONTROL PLAN SsTE INrokW NPORT " wnnav uz-us FOR ENOSON k SEDIMENT CONT U. DETAJLS 2., RYLAND HOMES ANAL IXUDINQ DNAINADE k 3.1 ENAL CONMOLO.D PILAN ANA 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 SMEU PB0PNE5 a.,-4.z ANDSCAPE PHONE: (952) 229-6000 FAX: (952) 229-6024 ANAL LPUN a, DETAILS W x. wry�x]L+nxwOWa nrn' m puxwyN LECEN4 nsnw RmNu+ vxrxs parvvu w L wxrnCE[e LFanXO OEI1H[1II0 vCM1nxp . KRRM OCWGMA' O CnanXE A6 YNC/ML[S -r^�$+� fMinW cONiWR R 5iM„xaCxixM1R �^ ��� LLv[/Pov�OLC4 Pov.G (nSTNE v[LI. (naTxE R1ErxW1 E1pL5+4 wiNE rtxr • nxc aB. BcmxE awn wax wTAL.• pz,xm+ Bw ri,woyo RnN.xE wxu —)DDD—rnwoyo • Rw05E0 swi oxnx y+.R 1nw nRmG5i,l 5rE, cv.npN u ywna rRwoyv .srMx rwPosm � xw( xox-rrnwxnn .Rwoyn aR. rx xr,wa rwosm I.1T I. Nm,wNwxx..w.Rnm.,.,.:.. a„u.iox �rowxomif'x"Bx•-"'rnR :'r'+'FntOc' ,Tnw nq o ma RRpnrnw . mu _- -� rnrwxx. scpxx+xno- nnsN armor Art .Rw11 RWwM. RC<v pw�z�ucnoN wnxxa _ tt 11 u. nwpn.Rr Oae W /alRry ee (m 1 m� EO Cu pW,Th4 ET ow1.0 ,00. °aym ee ixsnLuo NTw +c"w:<enw w wwwel (` R exwpyp muCO (I,NRF NVwfn a,PIKS •ail, ,. :N tIlly HT r x �a 4I VNm yCy� ii w \ USGS MAP s d /rr iaL W.fl M aXwnv°Y XSTY( p d[[L nH N.N .uw Y OXRV W N. ndYRti IM�dyO M IIM. Lux. ava. xnw a oX.d SOIL GROUP MAP I FN.20 NN NMr � 5py_LLjyua esd.. e, I, NO. w ­er loam u.y11 soar a.r dty o a.r i..n..olr a.r i..m. •.Xer a.r. Xnr a.rr > a.r ewi NYmameo+w a :oi:°i ux�mv' .. o. ✓. me .w oe ne r°.jeroe 30VNIVN(I 43SOdO8d oV>✓e a!ra uro ♦8 rwrua m b r R f.' JIM h ^ r l fi� �s 30`d(LNIV10 nOOy'pI�NUSIX3 rr r ei1Rl01LTw.�r � -� -_ E -,tea-�R'g6rmw —wry+ —n'r'-r_••a—• . �..� FUPORYY.PIYN[NTR Siu.TUO 'r�w�i s iWiniu % exmm® •.L' ...�....s. ram'•. ���..A.4S^rr'^r"!L•:'fJ.�..YRRGP gw maommnEY A •.�.X•• � •. W #— PT.• R[� Y1e11 RRaN [e—P S�.rY�y. 'Rf1FfTfY ".ZAY2'ai.'3Ti.IC LPt'. """"'r .x.m awa..wn �•."�x{iTii$C.a�Y"CJr �'•w� [ PROFI'11M1 [M[[ yx. w C"s SCCIiON vlC NT [XP[N _ NMOT TYPP � [IwIN •[PpgO11 WMI[ M xN'[[T_ AWF Y IN K gf.WID PP WMRK'RR/ [[NWI.ROIP) e.x _ ." I.r.':- Z I AL.�1 r P -T )- ( I ll ryw n rp nu[u mr u f e w NI �nKRM II[M[M'!xP'4 SCOe KY � Riu[ f ,.i x 1 I(ew).-wo-eYi MnrMM NMpxx11Np4x [pJ9MW x1M I OUTLOT E I I T 0 nrunuMMK Yax[P DP4L M`fWNr Ttt P �O [4 /]: rMpPW 4M Mi[P115[D iry YN[. La 3 (D c cc I t� TRACTOR SHALL PROVIDE ' + EROSION CONTROL PROTECTION ''',\ `!A FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE.. + 2. BLUFF CREEK IS AN IMPAIRED r WATER FOR TURBIDITY AND NO q DISCHARGE WATER 1WLL BE ALLO' " 1{�j�� TO THE REEK OR TO THE FRING WETLAND 4�, poll 'oin7 OUTLOT C ......., .Q:UR)RA II VU_SrML[\ J Pll) -R'0 25.0221300 17RACTOR SHALL PROVIDE EROSION CONTROL PROTECTION FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE. 12 2. BLUFF CREEK IS AN IMPAIRED WATER FOR TURBIDITY AND NO DISCHARGE WATER WILL BE ALLOWED TO THE CREEK OR TO THE FRINGE 'oin7 OUTLOT C ......., .Q:UR)RA II VU_SrML[\ J Pll) -R'0 25.0221300 17RACTOR SHALL PROVIDE EROSION CONTROL PROTECTION FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE. 12 2. BLUFF CREEK IS AN IMPAIRED WATER FOR TURBIDITY AND NO DISCHARGE WATER WILL BE ALLOWED TO THE CREEK OR TO THE FRINGE NOTES: 1. CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE. 2. BLUFF CREEK IS AN IMPAIRED WATER FOR TURBIDITY AND NO DISCHARGE WATER WILL BE ALLOWED. TO THE CREEK OR TO THE FRINGE a WETLAND OUTLOT E OUTLOT C 4fl (D AU7VRA INVEST PAS NITS LLC P D 0 25.0221300 I Ci cn s s\ak # + rn m+.em on +.z -naw,00u � � •« SD;TdH sao�vlers / sxd3+pw / sxdnxnd a a sewer '�ul 'pIH •a Spa �ld u n voi a v n n cni coi N P m P P P P P P P 5� mRz • 8sac � ac. [ai• y 1'V a,H • - ztl wmo[w s¢• s$ a• g:8 a w moc« w mu.i 5 uowu-[w .as�8 a c w ms[« w ut« PY« iuw ur• mm.[ wwu f vni voi a v n n cni coi '^ P P P P P P P P P u n voi a v n n cni coi N P m P P P P P P P 5� mRz • 8sac � ac. [ai• y 1'V a,H • - ztl wmo[w s¢• s$ a• g:8 a w moc« w mu.i 5 uowu-[w .as�8 a c w ms[« w ut« PY« iuw ur• mm.[ wwu f vni voi a v n n cni coi '^ P P P P P P P P P n o n o n o N o W m a m w m m m m M �I n�mo •q1v afa�e - udWm Is m�ulp pNn'w« w �eRS y •m ace na e a O N O n O n O N O W W W W W W W 0 � EWI FII IgY(�ES) lnY r„n �� ��[�:.mow•«.[ stx)u�arS / sal3Npa3 / saar+rmd�S3'DdoNd ul `pIH •a sawed \ / m rw '➢wm iPl in s�[oa a�iTxa J,93aSS Spa a��xo O N O N O N O N O W W W W W W W W W f zrow� _ ae 8�-g w wa i i i e [ .e ti « y$$ € mwni+s mm«� m «na • �� w mm.w i fOK[ • 2 [N[NRK N f V n n N N N O W W W W W P P P P O N O N O N O N O n N n Y V n Fl N N W P P W W W W W W i ••i moss. as .vz.• -. omv r L f; sd •i w K... « apt r a zeu« � rz v•B ::Yi gpgp 1\ I w \ \ � R• w aoa•z R• I 1 L E ii.9e z�. \ , o N o n o n o n o N W N P N W Y W Y P n W n P N W N W �i / 4F � ssvnvr ' \ _�. • uW uw # Li.. - 1 u, 441T1Q_'._• fil- Landeope NaW: DEVELDPMENT WIDE LANDSCAPE PLAN: PLANTING PALETTE:r,-)CONIFEROUS TREE PLANTING -SECTION rn.".wn.m.re II n DECIDUOUS TREE PLAN INO - SEC ION _ LANDSCAPE DETAILS. NOTES, AND SCHEDULES: 5.1 elleze YaeeTMea�UM zi snnp [ r.... . vrv. w°"t o�nih^N'°°OXOtimu41 1�1Y6bm4il�NRinRm uu n uiu 2. w uu m 0nY irowi. N�� °�� ' ON REn� DFy ltK CMW (N ONr. ST FM C 1 O. k F1 R�m M"M M p�W PI Fop WII NOII SF�LTIXI 1N01 p1NRI FP 4111E W.I NC��T $Ff9(1N i5W01 _ J FoT e onu1. RECOMMENDED NWW MES TICAI LOT Nro..r"N .._ .. x . i.e : T � NNoeatm w1No .^' T 06 art o.i.N ro e Won �e.er awv.Nl �' Fm aIIWSXM GFO M.rn rm l Y6[0. M sYa Yw.a .t1 I 1 m pY= /R41Rf1<'/fP/IC �r T ICAl_ 4TORMWATFP pGNLNY1RwN n¢ w m Newn AII NNNi MCOM[0'nM 1D4 r,,- 01.N1 N.vO N D.NN CITY OF CHANHASSEN RECEIVED AUG 202010 PIONEER PASS CHANHASSEN PLAIANiNG ncc- Square Feet Acres Total Area 2,761,224 63.389 Right of Way Area 284,201 6.524 Outlot Area 2,006,459 46.062 -Outlot A 38.344 0.880 -Outlot B 747,538 17.161 -Oulot C 823,000 18.893 -Outlot D 18,232 0.419 -Outlot E 379,345 8.709 Lot Areas 470,564 10.803 -Block 1 97,934 2.248 -Lot 1 12,600 0.289 -Lot 2 9,618 0.221 -Lot 3 9,310 0.214 -Lot 4 9,498 0.218 -Lot 5 10,701 0.246 -Lot6 10.703 0.246 -Lot 7 9,745 0.224 -Lot 8 11,074 0.254 -Lot 9 14,685 0.337 -Block 2 187,865 4.313 -Lot 1 12,600 0.289 -Lot 2 9,643 0.221 -Lot3 10,633 0.244 -Lot 4 9,327 0.214 -Lot 5 9,324 0.214 -Lot 6 10,625 0,244 -Lot 7 10,660 0.245 -Lot 8 11,462 0.263 -Lot 9 15,043 0.345 -Lot 10 13,772 0.316 -Lot 11 10,645 0.244 -Lot 12 10,625 0.244 -Lot 13 10,625 0.244 -Lot 14 10,625 0.244 -Lot 15 10,624 0.244 -Lot 16 9,909 0.227 -Lot 17 11,723 0.269 -Block 3 184,765 4.242 -Lot 1 13.756 0.316 -Lot2 14,285 0.328 -Lot 3 14,901 0.342 -Lot4 15,523 0.356 -Lot 5 11,799 0.271 -Lot 6 12,497 0.287 -Lot 7 15,288 0.351 -Lot 8 11,716 0.269 -Lot 9 10,876 0.250 -Lot 10 9.972 0.229 -Lot 11 9,972 0.229 -Lot 12 10.651 0.245 -Lot 13 10,726 0.246 -Lot 14 10,764 0.247 -Lot 15 12,039 0.276 5�..+, 1, cD SITE MAP TIC SCARE PHASE E MAP ORAMAC AND UBUTY EASEMENTS ARE S . TINS BONG 5 FEET IN WIDTH AND AD. NG SIDE LOT UNES. AMID 10 FEET IN WIDTH AND ADJOINING STREET LINES AND REAR LOT LINES. UNLESS OTHERWISE INDICATED ON TEE PUT. �M. RR AW BM RmSMKE SOUTH FACE tF IST POWER ROLE WEST OF DRIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV.= 910.34 NAVD W DATUM BM /2 TOP ALUM R/W MONUMENT 0 SOUTH PROPERTY LINE ON PROPOSED R/W LINE ELEV = 913.67 HAW AS DATUM STE AREA 5,259.3E4 05 S.F. OR 120.74 ACRES MINIMUM CITY FRYiT SLTRACICS 25 FEET SIC{ MH USE) 5 FEET _DUE (GARAGE) 5 FEET SIDE iTRREET) 20 FEET REAR 25 FEET 4!w nl FEFT ti00 PIONEER PASS CITY of CHANHAS! � CHANHASSEN, MINNESOTA RECEIVED TITLE PRELIMINARY PLAT EXHIBITS JUN 0 4 2010 zsn GEET CONDITIONS FOR SITE INFORMATION RYLAND HOMES CHANHASSENPLMMNG DEPT PRELIMINARY PLAT 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 EROSION a SEDIMENT CONTROL DETAILS PHONE: (952) 229-6000 FAX: (952) 229-6024 PRELIMINARY GRADING, DRAINAGE, k EROSION CONTROL PLAN ` ` I / T+ / L \ \1 Tov M \\ NaA 0W VO 2ZOJ°.Xp I \ XN MN[E S°tA LLB' \ rro Ne :smTzxo \ 1 I\ 1 1 J ! PROJECT CONTACTS FRiAGQ ENGINEER. f.E\ELCPER: 1YTY: NPOE9 OFNfpi: CU1IRACT(,W REPRESEN fhT4E: Cav31P.ACTOR SUPE9HIEIOFNi: .Ca G QTOPER. F E. - .MARES R. HILL. INC M46K SONSTEGNA - LAWJ DEM:LIP T MANAGER _ RM-W F4- S PAVL OEr.E - FUBUC YATiKS DKCT}RllG FMMIEER - pTY OF UIHiHA$ N TEDOI SEIBWNG-TROFIN - LW'CA V, BE MTEFMNEO Tp HE C{TERMNED i952)- 9 604E (0,` (612)-516 238D (M) (95S 229-6007 (0-1 (952)-<211169 (0) (651)--.57-2719 (0) I0 BE DETERMNED TO BE DEIEBMNED 1"a 7A°'�6O I PRELIMINARY TREE PRESERVATION PLAN 1 / ------� PRELIMINARY UTILITY PLAN PRELIMINARY LANDSCAPE PLAN `..�a DETAILS •� , .^. LEGEND `♦ I SS � ' ® EXJSTING ASPHALT SURFACE N EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE ,\ EASIING DELINEATED WETLAND WETLAND DELINEATION O EXISTING TREE UNE/TREES I ------1=:ii�-:i— EXISTING CONTOUR 1.1 1.2 1.3-1.4 2.1-2.2 3.1 3.2-3.4 I I EXISTING WATERMAIN E) EXISTING SANITARY SEWER >— 0 EXISTING STORM SEWER EXISTNG OVERHEAD POWER _ �11 UNE/POWER POLES ® EMSAWO WELL III EXISTING TELEPHONE PEDESTAL ::::.:....:::.....:.._ EXISTING CURB + EXISTING FENCE B EXISTING SOX BORING PROPOSED RETAINING WALL 1000 PROPOSED CONTOUR >�> PROPOSED STORM SEWER PROPOSED V HOPE NON -PERFORATED —"—�— —'°—�— DRAINTILE ✓� PROPOSED RIPRAP 4,,,W PROPOSED SPOT ELEVATION 1.1mR PROPOSED TOP OF RETAINING WALL ELEVATION PROPOSED BOTTOM OF RETANINE WALL FLEVATIN PROPOSED CONCRETE SURFACE PROPOSED ASPHALT SURFACE PROPOSED wRB I� PROPOSED WATERMAN PROPOSED SANITARY SEWER 25' MITIGATION BUFFER PROPOSED MITIGAT)ON AREA PROPOSED HEAVY-DUTY SILT FENCE PROPOSED SXT FENCE PROPOSED HEAVY-DUTY SILT FENCE TO K INSTALLED AFTER COMPLETION GRADING) PROPOSED SXT FENCE (TO BE INSTALLED AFTER COAPLETOA OF GRADING) PROPOSED TREE PROTECTION FENCE PROPOSED TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED TEMPORARY SEDIMENTATION BASIN PROPOSED TO- AOUATC/SAFETY BENCH (111 MAX SLOPE) PROPOSED WETLAND OLL AREA PROPOSED SEED k Mn00T CATEGORY 3 EROSION CONTROL BLANKET ,� -' •nu _r r Auu i, / ' .; ' 1 I `r vF 177E N," A Y, N rv.r .I r «•"IR 1a ,� � n : / NL4 MINNECOTA LLC FOX PROPERTIES LP I ;' PID NO 5.0 23W — — -- — PID NO 25.02_30300 i,T� ! / - T� - m - O / t - _�,4tg10 O N m Q Q o, O CITY OF CHANHASSM' c < ".�- _ _�•. Y// ,% �4 �i.,. $ ^DIVED LZ.A o ox . o JUN 04 2010,1 cc _ _ �®O® O CHANHASSEN PLAfIMNO a CG� r - , /j. j rr -------------- _ z - ti o - ,.--J' - e J �gI+F51NENi5 C % EEC4_ -- __> r % �+�' - _ - .t= '�a� i }^ s.o2 t b� 411 ROyTMENTS LLO __• 1 - , fi _ - •�- µ; \ �v x g P 5.0_21wON1411 BENCHMARK _�— RM #1: R.R. SPIRE SOUTH FACE OF 1ST POWER POLE WEST OF DRIJEWAT - N. SIDE OF PIONEER TRAIL - ELEV- 910.N NAVU 88 DAAIM SCALE IN FEET 0 100 2W BM j2: TOR ALUM R/W MONUMENT O SOUTH PRC' RW LINE ON PROPOSED R/W LINE. I mh 1O0 iee' ELEV.- 913.67 NA\9 M DARRA z a,=a od a=Uox� 4AY WN z<z a, � a = W ^ USGS MAP 1 inch = 1000 feet z ` BENCHMARK EM #Il R F. ]PIKE SWTH FACE F 1ST RcWR POLE WEST OF MIVEWAY - N. SIDE OF PIONEER TRAIL - ELEV- 910.34 NAVE W DATUM W Q<': TGP ALUM R/W MONUMEHI O SOVTH PROPERTY LINE ON PROPOSED R/W LINE ELEV - 913.67 NAVY 86 DA4 M A B C D SOIL GROUP MAP — _L;c, t��t z �— CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLAWNING DEPT Sand, loomy sand, or sandy loom Sill loom or loom Sandy cloy loom Clay loom, silty cloy loom, sandy cloy, silly Goy, or clay r.Y EXISTING DRAINAGE BENCHMARK BM JL RR iFIKE •30UM FAa OF IST POWER POLE WEST OF DRIVEWAY - N. SOE OF RONEIR TRNL - EL .- 910.34 NAM M DATUM BM }2: TOP &L R/W WNUMENT W SOUM PPKPERTf ONE ON PROPOSED RIV ONE. ELEV.= 913.67 NAVD 88 DATUM t1 zK PROPOSED DRAINAGE CITY OF CHANHASSEN =�T RECEIVED JUN 0 4 2010 CHANHASSEN PLAWNING DEPT CJK DATE 6/04/10 REVISIONS 21996-20SI PROJECT NO. 21996-20 1.♦ THE PRESERVE 'A BLUFF CREEK 24:D Ar. 1C`: 3 15 L 9-4 y3A", qr 1 6JHE (`E + oaA t n I v +t P I �\E0 WMNOFLCM A cemom IsculAw- Lm ,15e.W 2aeW YOFJ(g m.Wg 1T" 3 ta,® _.U13 1qR W NAY JR Ta I= zuw N clgm D Allf Isla 6OED SLLFF a mouyo __-__ Skma 11a ANeOPOSED eldeamalDyroApa _ asa,001 seat ounnn ar ARIRDTA si -0UROTE 1 LUaOTC - RR1I q oI eMSN1OTAIEAOW iu. eW�eIN1DT WeIW ATetIMaL nFEET W11NLorg AT tlWAOLfOR4V11ER1af wFwr A9MOEIDTAIEII 1%m /F. f%INT MIRSFE s FWT °OF—AFA-- DFff Nonhavt QIIN@ of tie Nonhean Quell, Sernm YJ, Tom hip 116, Range 23, Cms Couory Minnmala And T partof IWSowheaet Quarterofthe NorthwtQeater.Se m27,TOWN P116,Raege23. C Corny, Miov=o Iy uurthvly 4MB1NESOTA DRPARTMBNT OF TRANSPORTATIONR1GNt OFWAYP TNO. IOA3,aeeerdmgmthem rdedplotU f. Carver Comfy,M .. E. MEE--=.00mmEj--= mmzm.©0® oo�T->..00�.uo0 uoo.00®.©o� m0�.m©�.m00 mO�Jr7.m©�.m00 [:i.1f[T'1• mO iflL:L�.mO D V fi5L7.E]O�Z7.��= 000.E©old' moQJ�.o©�.��� 0..0.00_i'i T7•.M� E]O�.T.i�.O©�.��� 000.00m.��� CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLAWNING DEPT VALE IN FEET O v O 451 1 s h = 150 Ittl DRAAfAGE AND UTILITY EASEMENTS ARE SHOW DAIS rs b JL_L_ NOT TO SCALE BEING 5 FEET IN WUTH, UNLESS OTHERWISE INDICATED, ADJOINING SIDE LOT ONES. AND BEING 10 FEET IN NDTH. UNLESS OTHERWSE INDICATED. ADJOINING RIGHT OF WAY LINES AND REAR LOT ONES, AS SHOWN CN THE FIAT. cn E-F i az�, oa az� xZ 2 wW o = o o6 a IX a m Z DRAINAGE AND Ulklf EASEMENTS ARE SHONN iFIUS. WS, AND WNG 10 FEET UNLESS OMERMSE A "NING RIGHT DF WAY REM LOT LNES, AS ME PLAT. NOMnat Qusr athe NONhmrt Quarter, Seebm V, Tow p I I6, Range J3, Cerva County, Atiooeeou And TbM part ofihe SouWmet Quenr of the IvorWutt Qe+�ta, SeWoo Yl,Taw p116,Range 23, (irver Comfy, Mmoaeou, lying omthcly of, N SOTA DEPAR'fMCN'f OF TRANSPORTATIONRIGHTOPWAYPLATNO. fa43.ecradmgtothet®t pinthavof, cxf er County, Mime CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLAIUNING DEPT F—-- iW3fan]m Ut¢ga Aaa Q EW6TNp BUFF rAa;EReLw nfu taw s roP� -"4YEEIf BLVD -0ROPOaED zm NiCN®IaM R(V1p• a>dtag 6JM atmmL f,fn,As L.10 A 36" •aO -otmoT r t AAALOTL _ .m,gM Lm TD imn •AY �MTA taILm AT•LreAof nFWF— tols". proNr afffr _. •Fffr tlfM -- AIo-- -- aDe ILIIB9 _ agFrEr oo��o©��000 aii��fr-'��ai©�iAF t•�VO�.p_:1• oo�io©�ioo mo��mo®�oo� mO®�m00�DOt� QO®�000� v6t6 oueBlG r ovR w "gom or coxsmucnox (d W. m CONBTKL WI • NoI .... . ,eY/..,] ID .. ♦nYlm os .aulm mr u./am _ __ r _ ®_ mlrv: al ♦ umo IYVIa _ �..,'�� _ _ \IYD b,tl♦,♦n ot--1. ♦ID o. u[WPID ___ rw rrw mrr.w�r rw...r+ 6/'m .:—v ==ANY A Allot W M m/AM �'� a]®®:w-] ♦ ]wr.[. _ ..rrwr•u r.rr. rr._•rr._rr.+r• • ]- ��Mn m0.r A WIN m e eumx ..N ..Y m.a A.wv m/m r rr .r,rrrrrr4.rr ♦��•`w�_ a umom eYY./NM aWoswua]. 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Tn ]®] o,YT.I. �. TIN RG1Yc BA PBTIS! OtORRd♦}LV N9 oolloU to 4 I4NT C.ROL fl RIMS gJ PIS .YLL'S WMA24E (]]HR . EWVYEY! . m.00"Am Y! Y.. vNn N W I.®Y] Mf AC OoIE K1fRH T. '0 ,vaY ,®IW ro.aLL >®I`F m mlWs ]m .uR oIr Yo 6' STEEL fEN6 STS .Wa 6'-a' SPACING BEIKFM POSTS Y`♦w n,n a. nvrz ♦. n um nn lfX` EF YT ft. TO of LOE(A 1MAV ! ♦.✓Q. v.Wl. ♦.Y Y sw Y I®u LOYSI No. m(mIOA I>• vID gi NMS P0.,EM]IFNE 9pWEQKMG P.ua ..Y! InR N. YY n WL� .1MCY E. 4Cd11� ' +®Mue.YOWi r�� NMI YR F♦01 YW ..1rY P.!!m p C �o��cn����r�o�cn� A.Y.YI..O ®Wl A s lO1uR ®YW! '.WOEA ..r WNm�iI4.Y .W'i.¢�• Eo cn EYx`� �I•SPPcn9mW .E 212 ,1R WIN. 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OETR4ER1 YPI3: SGNSTEGARO - L.NO DM WNENT MANAGER - RYlAND HOYES PALL U ME - "LIC 'MJRRS CIRECTW /I]TV ENGIHM.. - CITY S GNANHAY N NPDES W CUFA TEDDI SCIBRING-1ROt'N - MICA CONTRACTOR KPRESENTATY£: TD K DEIERL6NET YNTRACTOR CMPERMTMOD41 TO W CETER EO (952)-BW- -60<i (0) (612)-508-15 RW (M) f952)-229-5p0% (0) (952)-222-1169 (0) (65U-25]-2719 (0) TO BE DETERMdEp TO K DETERMINED A) a • // ,/• r _ /a _ a a aflit - - WETLAND TABULATION .a / .N 4 -+� j1'G Q. _�r + a Bit ...880 / 1 t / .A '� ". s - ,Lj o- = Q � p n i N o O CD _ _ _ \ - KG 100YR.HWL 865.4 s 8 / .,6\ O '4\' - „g - s Z ;< 18 464 S.F wmE D F 1 /A x31 `v o Ln — " _ _ "_, �• .ate---- ,•. _� 96 \'v-- a, : : , , �`.'�, '' -�0 �I 1 ' 19� o .R5' LaTIcr,9DN LIMIT uNL (1 S.P.) ' xMAX, SLqPE n. 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SPWE SOUTH FA, OF 1ST PONFR - �. •-• •.•• [ /u L5' xa /BL- FIFF rof �f� LE=w� ® I[ s�aiis(x) CAD FILE 2 i FI. f�� MG _ BL9V_ -- :9A33 V _ S POLE NEST OF DRIYEWAI' - N. SIDE OF _ _ _. _ PIONEER TRAIL - ELEv.= 91D.34 NAVD 8B DATUM 1. _E. L - _ le -_ / ms r¢=9 x _u KcY r- .-, // :.w 9 B is 3'�r PROJECT O. BM j2: TOP ALUM LINE MONUMENT 41 SOUTH %.ILL N FEET _ (./� .[�, J 1 �f'`�'- T193.2 PROPERTY LWE JN PROPOSED R/W LINE D [A f00 15O _--_ COMMON` AL11'I 'P I .91xT .. u /�L�Ssw.fle f l.-/-- 3.� F1Ev- 9136' FiAvP 3B DATW /� _ _ 96-20 6- J_ Bow r. to n r:r i rT r r n / --- \ / BENCHMARK R.P.. pWS OF O FACE - 1ST POWER OF POLE NEST OF ➢RELEV Y - N. SIDE DT O / , 1 \\- - 1 -O MOWER TRAIL - EIEK= 91034 NAYU 38 DATUM d' n FEET / /� - -_-/ `r 6M /2: IM PROPERTIM l E � PROPOSED R/W LINE D 50 IN IOU IEL 'N 1 / ELEY= 913.67 NAW 66 DRUM fc. ' Q {��/l r 20 22 •i i `24 i ri ' \ •'. CJ _ • . . t :Iu, = w r li / is \ \ r x _._ /, / / ..9.a nano / / \ \ i^1 t\ 929• �/9128 936.5 U) w Q W m l �' /];ct[7lf 1 %-"� 90� / I 945• 8 _ \ C � .+ ,t\\\., \••••t G Z � W cc i' 16 q4'.5.' � : Iq -\\ �•r _ _ _ w - -. _ -� -�+vl i ��1 / 1 n _ fl � �` � \_••• o •.I �., �- I r \._ i' `±A BEN % NN Q 34 Y^o4 A 1 7 Y"' j f \ I 'm. - Li \ \ • / � � � , ; w O \ r - -!7 �o r� q a7 ' '� /-rt I i/'" JS ` �� �' 7 t•. s `' '�. 'm . - �� �m : r D \�� \\\ W mca /fh ' � / /' � : / • d� 32 m � �. ` �$i m � \ 11 1'T� . �.` \ - C7 E-I Oa 3 \\ Z,z xW U AW uz '9- -', . dl y it i ,' �. / q10' /tPo/ L JI ; •p - �' ,F' : \\ ' _ `\ M U'.IzQ t+i /i/ i i '.., •� %/ ` '� \ c�0e _--,p-•- _ •'.::.�4 t\gyp '1'�+.e / m �' _ Q' 'zQO'L DRAWN BY POND 7 CJK \MH .0 DATE UTLOT6/04/10 REVISIONS _-.T-P/ �ifY � 1 0 .j o � .�M. _ __»� 1 y Y Tl N N 1 1 \ V 1� i-� \\ �4 `„•:\\\ q \ 30 or \.;b itt �•p /c-.. /., ./r p'4, yI 1 \ 1 \ 3? / - 91 ... B�� / f t / � ,.L � �. � 1 I `I ,m u O� 1 Y 1 1 fr 1. #f I\f 17 �♦ c \\w a ', �� s y\';P:0 .S "., , G .^'{ q�til ^• 11j f2�"' N w :1 `u ,, \ � ` �+ 1m .�� '�� BLU CREAK 6L / � ,1-� 94. 2,s- 6 � �• �y 1 � 1 11{ X _�„� '" �1 r♦. �"- c,�,Ql-' 9 917i / WO ?• 6 - Ms - _ 1. . \E._.7ar 1 I _ "- CAD FILE 916•\ / / Y1 / V 934.6 - \ + 21996-20G 2 - \ /- S►s''.' I ` _ _ _- ta- _ o. - -Y ♦ 3— 6 �,• --\ sm ,�io� l ' / pap-Np PROJECT NO. a41 (aea I 'Of�91 i 21996-20 25., \ y;, i _� TaorRJ3xL <` o , '•`," `\ \ \ \`�`. \\ \�, •••\ CITY OF CHANHASSEN C c ` m\\ ` c a \ r. \\ •, \ \ RECEIVED c s s \ JUN 0 4 2010 SEN PLAWNING 9EPi � m \AAA\ \ \ C N t I � � \ _ \, . \ ♦ i 1 Z 3 .. `POND OLE 927.0 �\ le° UTLOT Db 'oi1i `'., E s " 1•, N \_ \ � 1\�� 16'. ) \ � l\\ \ - 1 'ter / i ,I ♦,\ a\ a \p� \ `\ 'a - c s sg yyy77ry? \. 9 r i / v - nT 211 \\ \\°- �.// � E3•g:�§ it � - n m 1 �+ � s ♦ gll � ♦\ `�� \�\ �' \�\ to ^1.e1- � 1w.Az w na � .+\ / / i / ,\,, ,♦♦ �Y�p'e; _ .1 \I 1 i N ON .1 _ 1 r �.. 1 `/�7 �♦ ° \.. e 1 a �Y - � tl� � � 1, / \ \I �2.H IJ $ U \\ ♦ , ..�\'� _ _ `.�'p'': BLUF REEK BL -_ _ •, / / / `•\ W my 26 1\� b5 _____ _J� I L__ L--- _q 1`�_�1 / I I� - �\ \ 9 _ _ i i / / r/ , /\� `\ \•• Q. / X ... >_ � / I 917.Z , '/ : - .' ,\wee l 0.'=z 0- miO 0. �o xz 1' ♦ - il\- - 0` OR"Y DISTRICT 11 F. / (L I 1 - UNT11ME.. + OUTLOT C..t,`- _ —aY DRAWN — r cjK DATE 6/04/10 REVISIONS S SCAB- IN FEET k\E F)A+)Tr Ir Y AI•.I _ I `a 1!q IVI Ij VI YL1)1; Y(L-1 f-'\I b IIIVI L-II TL)A hl^r)!l'E�,)'Y pTT ry/lkl L I 11 IT 1 \ - 1,1V11V<:i Vl'`fllr/-\`FIt, 1.4 �11 �1\i (� q. (•Hy�K &I \ \ / [)1 'A T 9 nl I f\ f I I' `I\ BM n: RA SPIKE SWTH FAQ Q IST POWER CAD FILE I , - I ll l: / I I POLE NEST OF DRI\£MAY - N- SIDE OF 21996-20C PIONEER TRAIL - 11E4= 910.34 NA%V 39 DATUM PRO.IECT NO. i1• 1 Y _ - y_: 21996-20 R�,1 JVESTMENTS ; L� t ; 1 yM ' P TY�ONPR�R/WHNE. EIEV.= 913.67 NAW % DATUM j,{ 23 CITY OF CHANHASSEM RECIFNED + - - 1 � >a } . _, ,.�'F -��;� ' t�, �,�,� , a I, . ,• ,,, � ,' t ., JUN 0 4 2010 `/. / _ y Ji , i +: ° 34t` 1 a ''iM't . -sus \ + 10 . \\\ \ !: .r ♦\\ \\� \ CHANHASSENPLAWNINC;'e1EPT OUROT B - r i % ! ! 1 '; / `fie M` \ \3 Yy `,'. i • \ l �` �� t\ U `i� , tt ♦\\ \ �p -_ _ _ ,' ,✓ %vY. • .f. � -:i � + �.T �Y. - / / z� '�i m i�� = R.v � a \♦ ._ .\ t .. _ � 'F r�-- t, `" �y/"�,.. ` l;.t9• F� t e _ �. t. -�\ I�. ',, I'� a '7 z 1 '" r ".� k� r/` 1 ' r - A + `r . ♦ `, i. 1z,'� t,. z fi.\ s ixlnoT \> ;3 „�' _ .. •;'\ \�. "- a ;�9 '\., ♦, ♦ F - -. 1 I I , :{. _ cCi. L\1L.-., - -\. ;In ay°/T. \/� 2 '' _'' �• l\ - k# tt - i i2-� it =AIiI zs�V v .i v _ yr/ �11 � � i � �h�� - � l�r.9 ♦_I'�/�, '4�� ' I> � ,,9. � - ../ 1 � "-. Se I�iaf' � � / �. 1 JI �_- `� - < r7l=Ja.,i '"V .. . "'"^ a`�: ♦ v� 13 -i:,. , r ; /sLurrr aaq aw i1 4 L: ++ ��' _Kv, T;I.i!I l BENCHMARK Total upend area (excluding wetlands, bluffs, PM fl: R.R. S rE SOUTH'A[- tK 15T POWEP. 9 park) 35.03 cc. Total reforestation area (8.76- 1.11 cc.) 7.66 ac or 333.670 SF POLE WEST aF PRIVEWAY - N. SIDE LY PIONEER TRAIL - EEV.= 910.34 NAVI1 M DATUM Baseline canopy coverage 3.2% or 1.11 cc. Required canopy coverage 306 trees LUM one tree provides 1,089 SF of canopy) BM �12: TOP ALUM LINE MONUTAENT O R/W Minimum canopy coverage required 25% or 8.76 cc. SOUN ( p Py) O EXISTING TREE SAVED EUEV-.T1367 A PRWOSED 6/W UNE. ELEV.� 91_.E7 rlAYO 88 DATUM Proposed tree TOTAL NUMBER OF TREES TO BE PLANTED IN DEVELOPMENT 306+37=343 TREES P preservation 29.7% or 0.33 cc. O EXISIINf, TREE f'EMDV£D Difference in canopy coverage 1.14 cc. . SITE DATA TkEE CAIrtVT AREA SAVED n Multiplier 1.2 TOTAL NO. OF SIGNIFICANT TREES (10- AHD GREATER" 49 TOTAL N0. OF SICJIiFII'ANT TREES SAVED :S 3b.?TREE EANDPY AREA RENDYED% A'HF N FEET Total replacement 0,94 ac. or 40,772 SF TOTAL NO. OF SIGNIFICANT TREES REMOVED 31 E3.3P> 0 100 200 300 siiiia Total number of trees to be planted 1 tree/1,089sf = 37 trees 1 mn _ IW feel DRAWN BY CJK DATE REMSIONS CAD FILE 21996-207P PROJECT NO. 21996-20 4.1 • _ ;r "HANHASSEN t;ECEIVF0- JUN 0 4 2010 CHANHASSEN PLR OG DEP`i f i vf•. h WROT A�, 19 25 ------------ 16 34 Is OUTLOT8 �/ 13 ` 3231 12 J OEGLE _ 1 1133 -__ / \ 19 ii' �I 3 1 ` 15 34 CITY OFCHANHASSEN y RECEIVED ^ JUN 0 4 2010 = CHANHASSEN PLANNING DEPT ^ m W o cc 2 3 W I I 0�.41 N 35 17 26w,WA I .i .....� / - I. z%?=� 18ILI14 i is J ! I =- I ' 2 2 i l �' (^^, \ 13 OUROT C DRANK BY cJ,< 'ESTMENTS LLCI ML 25.0221300 , r I DATE 6/04/10 REVISIONS n,Nr'� .:.R 'u :�;RiGnT LJOHN KLINGELHI ID NO. 25.027C 1 AI, A W-STMHN-TS- m l r ,5-02TI BMCHMAW �- @M /1: R-R. SPWEWS OF D PACE OF 1ST SIDE O POLE WEST OF DRIVEWAY - 0N. N Qf" PILNEFR MAIL - ELEY.= 910.31 NAW a9 GATUM SCE RI fET CAD FILE X 0 1w zca 3Dc 21996-20U @M f: NP ALUM R/W MWUMENT O SWU PROPERTY ME DN PROPOSED R/'N LINE I mh - IOO 1.41 PROJECT NO. ELEV.- 913.67 NAVD a@ DATUM 21996-20 5J rl ,y , 1 A\\:•\\t 3 -t r, IT 77 t / a 4 / ) it lll), ylll'111I1,111111 - <��� ?; ; r ll/11,1/ 11�11111\\}\�\ t r•r aS;�\) \. ,.£c,. 1\` \\t �'r jl:•xv rrT v IItti\t \\I11 { ,• . / Ili+ it / III I - � Rri-i . 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INrI. w AALra1M • I n 11o•rwr •rani re. rr. rNrr. w nAr_wIB1 G I M I CCIOrrDO NLEN Pkw/rp. rNDT. W FIALFOIY D 13 AIRIIMNrrE rMrey� INBr. W BPHaEWF\ALrOr1 O®WIRTI® r 1T ir3.•YO1D 11OB1 T4 rkr TYAr/ tS HL W IEALl11YA111 O 11 CaYJNIMaOBrM Cirtllrir 2TGL W IGLTO•FUL N 1• MOR116N1®OIIN Cure. rs W •rNNDaD 1 N AVIIW son IBr1E Aarx•urr•'.Irirwr zra w IE:/ILMT• J N DBCDIEITT am IlWrr M b V--w W Ir11L111T. r 31 whew Ourari arrx w •r•N••11• L r fA1116a•U•Fw1OrlE brer,rrfiY arfx w IrIA11nRUL 7 DRAWN BY SDH DATE RE\NSIONS CAD FILE 21996-20L PROJECT NO. 21996-20 mFr�ll�ma�rnsw®ewloe rs lanllmrlw®nrNAN �D 6.1 1. S•EUMC.ATONS WI:, ", AAE T p5T RESENT IMMINS OF M MLwIJPUN: IN wM(r lxE vAKI: K LOGRC• AID TE YNLL�DTA DEP:RIL£IIT OF 1RPIl5GfRTAat11 SpEC81iAlIM) F(N NdNAr •,OISLRIF:110H CARLESSNOCIFED MRS. ON THESE OMIWMT DO,M,,M z. N Is ME ttmdaNl:n OF ME gw1Ru.TOR B. N14LE 1M (%REP STATE JNE GLL "e-Y-ARM Ip1Kf MTEII AS wouva, 'INxF5CTA 4STAW- CNA➢IER ZIEO, AB VANS M N TO PENEMMME .WY IXGTTROX (PARING 651-4$L-MOMS m T[ Tpl 011E$ METRO ME. OR TO,L FREE 1 60. i5: 1 ") J. M., COPUNCTd SO. NASY LOCATIONS MG E1F.Mms OF ALL OZ,,,N NaD uTVTES wM ME B CTM UGUTV COIPAXF_ PPottt Tn CONS RVCnd. .. ALL CdSMOCad AS CµIID FM ON MY CONG MI DUUM rs 9W1 BE PERFUMED IN ACCORDANCE AM ALL OSHA REOIWENENTS. S. AL LOT AND EASEMENT OMENSICNS AM SAI TO FINAL RAT 6. ALL CROWN CONTR0. MEASURES CALLED FOR ON THEM FVNS AND SPEOFICATOiS. MUCH MAIL WOOS F41LR RNCi.SEOL£NTAaOI BA915 ON TEMPORARY SEDIMENT MAPi SHALL BE CONSTRUCTED AND SEP—ABLE N 1NE F.O. ORDER, AS REPAGES . RLYN CONEM.CTON QITR4DES. L. INTER FLH1£ .. TLNPORM\ MWPTS. J. VEAPmA V SEEMENTAad BASNS AND OWTN1 IUES. FACN e STORY WAITER FOD CYISMLICPpI. 1. CNIYM FMUVAIIfNR ANL E46AKKMTNT (WAaNI' cGNswICTCN). 4 `SEED ND MI (YE NOTE AA A SHUN "LE BAP""". N 1.1GI0 fFMED AREA, I. NIET AND OUnn EADUTYS aBSEQUEAT TO SIGN MIER SUBSOMOSIVA :. QUIDNG OGIMUCTCN SHALL WF OE AND YANTAN N1 EAOSIIM CONING- LEANISS AS SR NN CM MEY R41S AND y{fflLAlq!$ AND RINflRIr AI'I AEON", EROSATI CONTROL LGpRES NECESSARY INUNION TO PROTECT µ ASOIT PEOPmTI. & ALL ER09O1 ONTRR FACLUTES STALL BE MA RAINED BY M •]INN4 CONTRACTOR OUNING CRAMING OPERANN6. ICY 1[LPm AY FACDa6 NMCN ARE TO KK NEMOLED AS CALLED TO! ON MY PLANS AND MWCANONS STALL BE REM(1VED BY ME MARK ONTRMTM I EN DIRECTED 8Y MM ME ENIGI ME GRW CdACT,, NAIL MEN RESIOY ME $UBSECVCNRY D15NRGEO ANEA N ACCODAwY WM THESE PONE AND SPECFCATGRS. 9. I11S ME RESPp:4BRNtt OF THE UNIONS CGNMACTCR TD OSIGEE OFT -SO, ALL MESS STUMPS ORUS1, ON OTHER [MINTS MAT ENSTS WARN ME YmSMvI AFIAS. TREES 10 REMAIN STALL BE MB6NATOP BY THE ENSMEER- 10. ME GRPDING CONMAGTdL�iPOTM SHAL SONEgI1E ME Sd5 mCMFR SO THAT CEItNfMTOII CR ALL CONMOLLEO FILLS CAN BE FU ISRm TO ME OwER WRING AND UPON MLMIETICM OF THE ND.EM. I1. DENSITY TESTS AH4L BE TAAEN TO EVALUATE NNE CONPACTNY NTNN THE STREETS. TRAVEL NAYS ON PARING LOTS NiMN THE VFFYR 3 FEEL OF BONDI MALEL NAYS CR PAN(NG LOT 41g`AADE THE CONTRACTOR SIWL N911E MAT ALL SUES BE NOT YORE MAN ONE PERCENTAGE PORT OwR THE SUL, STANDARD PRI CRTNW MOSMRE aftTENT. AND THAT R-LPMTIGI 10 A YNWY OF IGTO OF �TANTARD PAGSTNT ON UdS BE NMNUfD IN AREAS BLLON TIE TAPER THEE FEET OF 91BCFALE OF AS SMELTS• 1FAiEl NAK ON PARI,NA LOTS. RE GNMACTCR SHALL ME SE MAl N1 $RB BE NOT YOE OMA M1 PERCENTAGE POINTS DYER ME SQS 5TAPAN, NtOCRN RTNW WG- n cm., AN, MAT LTNPACTRN TO A NNA N OF 95% OF STM M, PNMEGN DFNytt M PRONOFp. aE OAAOHG TOmANLY OUT THESE YEAS SLAT RE w1FNl ¢LOSE. a'. LOT ON. Aro NR M PRFnYJThNN OF RNpxc PAIN .W BE C066MUETEO IN AaMPLANME NTH THESEF AND $PEGNI'Aads ME O'PI TLIEAAN:E 91AL BE 035'f. ALL EARMMpN GPENANGNS BHALL RE KP`ONNEP M A0.'GOANCE NM ME NUI DATA SPI 790'LAND oE.ELLmuENI MM YNMoL,E➢ E.PPA '. PRONUMG PON A MunuV4 FIT '15% STANONW DENSITY, ON AS OTNE"SE SPEOPED 6T MC Od- CW AL ENNNEEN. 13. IN AREAS M ERE RETAINING NµLS ATE PPOI ON ^CHIPGLED FLL ARUS, A WNIMUM 95% ST.UOA Ro CEN3m NEEDS TO BE AnNNm MINE ML M0. ESYS Er GEEO 10' ONION ALL FOWDATh'A UEVATONS, A NIGHER MNIMUM OF 9Bi SHAH BE ATTAINED TAIL RUILDNG PALS SXSAN ON EACN LOT ME TE ICAL ONLY. ME DEPTH OF M PM FRW FRONT TO BAST y ALL BC WAVED GIG,OJT M TOLL WPM M ME LOT OR AS NERSSAA• TI ALLOT FOR CRNSMVCTIW aF A NON LOXO AT ME ..". S, TWO M-MAWS. (REFM TO M PLANS FOR SBEGET, YTBACN OISTANITS.) IF UNpRTABLE SOL COIONOS ARE MLTMNERED MIMN A PRIAOMD BULGING PM MAT CANNOT BE COMECTEG OR BELOVED. IT IS THE RESPXMSIBUTY OF ME CONDUCTOR 10 NO, ME E-OGPER G ME CP.. AND W LSAT ME WIS OF M UNSITABIL AREAS. 1S WEE55 OMEPMSF SpE6X'y11 NOBED. M FLWANO SITE SAS, EMTSPT STALES AND PGND ALAS y1µL BE p,,NLO MM A AMNON EE 6' TOPSAIL AND SHALL BE MIRED MEN IMDOT BOW NCR AT TUBS./AOFE SEEING AREAS 9O.LL BE MNpED MM NAOT TYPE I AT z TG:VACRE WB NAT MCMDRED, MEDNIG AND yRpNNG SBAL BE tfVPIEI[➢ MMN ] NUNS AFTER EARM Y0....— DI L1 m 00 NO TsmEo AAT AMUMIT ESTABIISIEO SHALL BE RE- ARY SEE AREA$ MNh]1 T IMF OF MPACTOYS E%PENSE, 16. IT IS M RESPCEISMILITY CR ME ^WMACTOB TO KEEP NBLIC STREET. (RAVEL WAYS. PARKING IG LOTS MO TRANS UIIIRED FOR INGRES TO AND ESAI FRW ME O NSMLICTGR SEE FREE M .1 AND OEIEP GUMNS MINI RESULTS FRW $AD BPA.GNC EGNSTMNI 17. ME STR GRANNG TG[ftAICE FOR THE SITE SWULD BE 11• 1G, $tFEETS AND ¢:5' Em IWOSCARO((YEY ABBAS KKFnFlc Fxarvxr. xn1Fc G. TM Lll5TN0 TCFO'FASIY AND OUNIG N GFAAMNS ON aE N/.r6 ENE F'ROVSEO BY ONES E xLL, NG w TG ABOAT OE•TEE OF A.-MORACY 6 M FiSTNO CpiGNRG SNOW OR T( RAN 5 ECVµ TO t ONE HALF ME "OLIOM NTERVAL ---------- 1 5' CONCRETE SIDEWALK SECTION (ALONG STREETS C. D k El i N N --- 1gi RAMBLER SECTION rIPRN (F) ssm i lA8 �89 n •m INnN RAMBLER WALHOUT SECTION (WOIWA��T�C�ON (�l RAMBLER SIDE WALKOUT SECTION (SWOISIDE W�K�T SEC�ON (S�1 1 LOT BENCHING DETAIL RECOMMENDED HOUSE TYPES SONMCANW OT- FINISHEDmR GFVAGGPI M SAINT Ai 1FIAN.ar.S 15 NHOi..1 IN. ON rW .1 ION. i F FRIEMI M1OV ULVAI!NF MAY BE DIIFR 61 ON 5' BNM fpl9A0 rAt\1D IEr(L nur wr- ra tln G.tt EIFVAaN raR FIAR BW A�4M111 OLtGIr a ea L!MR MAN IR9FD Q.PIO LMwiCN RI9W AT FNiNr G MAY eAOPNT noG WO FIEVAI41 5 05' tH(•rE F£lA {HIED Gd110 OFVAAIN SNARL. PRIPN NNI(M LR- rMEO QAE FIIVATIM FGI SIN UEVxNm xuI9L N Dar a iN NLOS (1Y) 9 AAi N5m&prt LONE SWD ❑ EIEVAN N ..W MJK INM . gOVIA HANG . NVP .1Pu. w L T nl_ Mia N . Q MMOST R DNA GpR BIT GN' LO .AANE a AANNE RNE GNPM, AT M, RAM S NE HOME. PUP MN"11 G LO "GO LOr-ME'I SAG" AT ME$£ S M I4t3 IS 50 kfLM KVL RJG =O% ( T MUN G M xPIY TO eavAPLATL FML VHGAM. ({VAR.. SLO AN:.: ARCM M 0.2T10 ni M ISM R M NIIOY. N]2 LytCE'vMNMN K OLDS' S CF9S0 rAPAO FLLVA. Y.Y ABOTE FNNRSL M4J� M'AaGNROOGM AT FRONT OF IMOS PRLPH➢ COMMON PRONERry MIT— / SUPFACE ONANA(E� SUGGESTED OARA¢ SDE- PTCPoSD OMVFIAY (87. LFsk AIMSxm ElLVAWIN LOT COMER I ! p n r n r .�A� wernn L•T.wf W.ncTar �` KYY�xN1 Lin. •I e`wyuu06 s � �^ .+i3r s. 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AOMM d1xC'TE AWATY PH I i DE POND SLAT BE YEDUD wH 1AE A IXEN H0. 110 SEED MIXTURE EAM THE AREA BELOM M AWAM MENOI IEID NOT BF SFEOEC•. FINISHED GROUND BM p�1. RR�SPIKE SLW1H FACE OF t51 PONER POLE WEST OF DRIVEWAY - N SIDE OF PIONEER TRAIL - F1EV, 91 NGVD 88 DATUM DM i?: TOP ALUM R/W MONUMENT d BOUIH PkOPERT'f UNE OTl PROPOSED R/W LINE. ELEY.= 913.6] HA'xD 88 DATUM PIONEER PASS N88'08'10"W 1325.36 -, t -N1/4 CORNER SEC. 27, T. 116, R. 223 (FOUND CASTIRON MONUMENT) Y_ I L_IJ I I LIJ w 4 lJ— J � / � L M L L � N WO j L L wF-U Z r W N I _ w(A O zWNC JL YJ BI I If [ /�^, fTl�i L,L.UI I vRL-L-N ^,I� Ln, ,I M 'A vUL.Cvnhv t , � WON LIJ o=� wr rYJ\ `a� z -- w ri ON _ N T 1 .-NE CORNER SEC. 27, T. 116, R. 23 NORTH LINE OF THE NE 1/4 OF THE ' (FOUND CONCRETE MONUMENT) NE 1/4 OF SEC. 27, T. 116, R. 23 i 1325.36 N88008'10"W ' • - -- zoo.o0 — — `' t OU TLOT A ,312,- OUTLOT B 4-- C. B -63.22 \ S00.29-05"E \ M 57203'66-- �� � -,WET LAND- , 0'4g E •� , �� 70 Vw pp _ 49+f N MO w ^, N do MO N y \ �\� ,' v \ 3 W M N rn NIP, ri 8 S,o°Oy bri, � `, p J Oz^ 180.61-- 0Z C \ �4 S83b8'15"E 'ego_ o L N CO 'Al „`( iC `k^i �tf, N W w �zo D; °# OUTLOT C `�'? NNW i V- w z V r' Sgj-0 60 .00 2s• �0, SSFj9• 'j,Woa,.ia �W L4 --SE CORNER OF THE NE1/4 OF /8s/ s0, �' • o % NE1/4 OF SEC. 27, T. 116, R. 23 LP i 00 S6 2v23 - 73.00-- g — D S88-153 87 , \ V'\ , 538009'35'E 0 ' 1-64.12 0=10"48'2 N °0 ---EAST LINE OF THE SE J S?o J? 6 S 0 1/4 OF THE NE 1/4 OF J S433h3�� I SEC. 27, T. 116, R. 23 Np INSET Ao V • B6 —_ SEE SHEET 2 z ; X \`1 / �/-r' • B7 ; ^D OF 3 SHEETS \ \ 71 8 i S08°53'48"W N- —FOUND ALUMINUM n IoJ \ n \ \\.=MONUMENT v INSET B B6 148.10 SEE SHEET 3 Y X OF 3 SHEETS N20`32'52"W 6 .9 n \r J P P� 6 o 5 P N 2 0 13' nV pRNN a /� BS N69 1� \� t (` oNR\ 10,01 1t ti ( 1 N C (P�5 OocR�GNS�i� i rJo '{� DNS GUSj (RPN y006 � �' Dcb�1p \�v\l\ oEePR�a PT p4��t e. Soil I w3 . 4- � M,N 4,SOtP RAG I w N SCALE IN FEET 0 200 400 600 NOW 1 inch = 200 feet S�S`4 �� •►°; --"-'FOUND ALUMINUM B3 1S` MONUMENT �,V.9 . —OUTH LINE OF THE SE 1/2 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 r- ---Tin A i L-/1 vL_i ! /L BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88'08'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294. KNOW ALL PERSONS BY THESE PRESENTS: That The Ryland Group, Inc., a Maryland corporation, and Peterson -Jacques Farm Land Company, a Minnesota limited liability company, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota And That part of the Southeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as PIONEER PASS, and do hereby donate and dedicate to the public for public use forever the streets and also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof, said The Ryland Group, Inc., a Maryland corporation, has caused these presents to be signed by its proper officer this day of _ _, 20_. The Ryland Group, Inc. M STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this its Maryland corporation, on behalf of the corporation. its _ day of 20_, by of The Ryland Group, Inc., a Notary Public, County, Minnesota My Commission Expires January 31, 20_ In witness whereof, said Peterson -Jacques Farm Land Company, has caused these presents to be signed by its proper officer this day of 20—. Peterson -Jacques Farm Land Company 0 STATE OF MINNESOTA COUNTY OF _ The foregoing instrument was acknowledged before me this its its _ day of Company, a Minnesota limited liability company, on behalf of the company. , 20—, by of Peterson -Jacques Farm Land Notary Public, County, Minnesota My Commission Expires January 31, 20_ CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 CHANHASSEN PLACNING DEPT I hereby certify that I have surveyed and platted the property described on this plat as PIONEER PASS; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes 505.02, Subdivision 1; that the outside boundary lines are correctly designated on the plat; and that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways other than as shown. Harold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of by Harold C. Peterson, Land Surveyor, License No. 12294. r� Notary Public, County, Minnesota My Commission Expires January 31, 20__ COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this __ day of , 20_. By: John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of PIONEER PASS was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of , 20_, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. By: By: Mayor Clerk COUNTY AUDITOR, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of , 20—. By: Mark Lundgren, Carver County Auditor COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of PIONEER PASS was filed this day of o'clock M. as Document No. By: Carl W. Hanson Jr., Carver County Recorder 20—, at DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE N0. 12294. DAMES R. HILL, INC. PIONEER PASS INSET A now SCALE IN FEET 0 50 100 IsimEOTTS 1 inch = 50 feet 150 BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88008'10" W. 40.00 S890 30 55 W R_540.00o „ n_22 ?� -1 CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 CHANHASSEN PLACNING DEPT 63 JAMES R. H 8H=r 2 OP 3 PIONEER PASS 0 ° 1 �N2� 00 �G , 0 34 5a° y3 6 30 ,400 y0 i ,34 5 24 .1 B9 i- 253.89 N00026'15"W -� 68 ----FOUND ALUMINUM MONUMENT J� i 2.12 8 .08 84.12 54,58 \ \ �/1�• /�/ I I 1 1 1 � \ ��S II 11 ----FOUND ALUMINUM MONUMENT �I IN N1 1� 01 1� ! 1 \ \ L'n^ \B7/ w t i �1 1� 3 1 1N �i i `� t 2 17j84 S08°53� D ZI I Zi i Z i 1 4 0� ,� -'7 !'—___709.71 48 W __ _\ tD I I 1 1 1 1 n 1 �� // 40.81 86 = I oo 1 'Lp_-07`30_49" L 6 04°00't3" J L=04°00_1 5639 69.87 3" 1 1 .69 o 69.$7 J Idx02°2-D•06" NQ -------------- w i o+ R-9 70. 0000 '�� o f \s °ss Co 010 aW 175.25� / --_IA C, ool Mt0°40'S6" _-__ All 9D OD aoos9 iPOff NrnI S7" 1 30 - 14"30089 2\♦4asuS �ff\ ✓ // / CQ7 9 ° Lo 10 mtOp 10pa/ / 3\ •�'> , �1 p=02°49'29" 9 \ � / �- o\ Iry 10 ro ri � � i � Y �/\- Lp 50 iff \ Ni i Aso ffo \°. i 2 \ ��\''� O \ / / �0 ♦ T 2 r, \ 6 E / / \ ' v ( 6 jp J � l \ V �, �' � �„ 30 p0 \ C+ N.� o ` 13 \ ��`\No \ a \ i \ 25 \ \ 12 LA Ly, \ m\ , r V. \ /,6 -"` 14 ,.' - ,35 N\ \°° ° zt•90.2 V ,J \o 4=0 o \Q 1 \ 240'11" o ,/�lp., OD4" oN3 \ 520� _ \ • V ,, 1) 84 ` ° o O _ 4.52 , a 3- 1a iw 'o jp \�' /',2a� o -C �2g 67,52'S9" Q °• \ Z 15 N\ r o=02 \ o o\ p \0 3 4--oo° 1 >,_ '� 30 ' 1 14 \ , N s o 7128" z 30 - D �\ e 0 yy N 2%� a °~ \ i,' - -' '�\ \ \\N / -_ '-\ �, ... / '" 130.42 1�� J cp � / ••- N15, 38 y8 , ... / \ \\ \'•'' �� 120.23 Q\ N-/�-',28.67 1 �-' �.J 1�� �•.� � \ N� 'to\� \ 16 J', N. 15 Cn 2 �� �� � 0 I,N �� o i X. (n N \ ' N V I o o 00 °11'36'E _ - -, o N, '��' N07°57 35_W �J I _ ,' LA 72 -,, L 4.2 N — — `j 1.33 1 ow\ rno° o\ / 3 — 3 � F'''— 13 I r• 1 \ s o om 5 o I ��, o , �q o o ��, 17 \\oo 43°a00 W I ONoIN NI°e~W N AI N 30 t o♦_> Z 0 � -----U L- i\ I.------ 7- 30.01 30.01 109.45---- I` 245.59 N00°29'05"W 147 •0�4�" -64.12 03 ,10°48'21 d=R0420 00 R-340.00 CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 INSET B CHANHASSEN PLAIWMNC DEPT SCALE IN FEET 0 50 100 150 1 inch = 50 feet DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: o�I��T 5� Al5 IL� BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88008'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294. DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. `ems �A 2sj0 Q 0 O �14°41'11" 138.42 210.53 R=540• 00 JAMEe R. INC. PIONEER PASS 0 .t a� B9 253.89 N00°26'15"W —• 88 ----FOUND ALUMINUM MONUMENT h 2.12 83.08 84.12 54.58 061)^Q o r- "/i--I — — — — — — i i — — — — — — i V �s ..j V )/ 11�' // � � I I I I 1 �i6,ssl• /' I I I I II Ir ss 31 I 3I I ( / ---FOUND ALUMINUM MONUMENT N I M1 1� 2 ql I� of �a / I `\ \B�- OD II 1 0) i� Z1i i� 3 - IN �� \� ,.32 17184 So8°53' .. I 1 I ZI i 00 I 4 0/ /, - _ _ _ — , 48 w CDto I 1 1 I I ++ kl h r l --_ 40.81\ Ln Iok \ I073049° 4°00—D2/p=304 `off 56.39 69.87 — J L a0 r DO(�a 69.87 0�G R�q��22' o 69.87 - I L-O?'70" N a cos° 105 400 /i - 2_'" 5 8 " Rai •v Lq R=970. oo �-•- of S4 / / / / \ 30° LA pw� o p3�/ /' \ co ? r------ 175.25 2 .''1a oNu aI p=10°40'S6" --- o / 5 a% ° I 90 '< o I I-- 65.61 s�� Im 1 Io- �03°5g. 38 lr :'SO 1g I 3t) - (� 1 N 1 57 o 30 Qs3�8•S s�o,.o uo /// bI l I IT, // J 0 °3?.0 o2S°,• \a\,s° ° °1// co I ij �I� °W �' 1 w I S\\ s\\�. N1gii // \\� Lp 10 101 p=o2°49'29' Q� / /�\°\Sii b8�i' ice\ 20 fn p�� b ��/// \ oS\2� / // tN �\ 39i/ //�\ \• \ 1ry-�o 00 tp o\ \ ao ° / / / 70 \� / / j3o• \ �� N \ 3Zb8 1 / / i mom \ sb %` P V / / \ \0 O Anrbo a 1 1 \ 20 SP\`i .° L? \�iD \ \cam SlQ-." / \ �• -� i 0-1V cp 013 5 B5 12 LA v'd, \ i' �Q'I �\ 30,.- ' •o v'' �12g' \No \Z� \ 2 N �� �\ ° »y,1��� \ ��� �° \\ y, \ \-,6-'S; 18i//�"1 N I \g 2 bay i �\ \� i i 0. O \ •z ON WN 14 \'oo N. \ �� o=D2°4a� so-=�1' 1� \Qb o •", \ N E ' 'o' o Iw \ a a�b6 0°2baw'/ i'\N \\i �S'6'100./'\v Cp`1A° N11°043=°W_ — —i••Nrn �J1� ems\ 52p°%2 8� %i�l�\oo v• ',Q,-��i'>2g;18 o!. ��- _--� i34,52 \ C proi i 8• \� / 12 v\ IIZ, 1 5 u; °w\ \ 0 3 ',>>2>>--' 3D__ _- 30 =1P 14 00, LAN V I N E V, I mIL, �� o > '35"W " -- \ `,Si6' �. �• ' I ply , OOr,of 0"W o \\ q \ Not °57_ _ I'00 1A 98 C p 1� �I � � rn N�Lp I 2 Iz, 16 oN I� 1 I 2 '-yl Ilc., m l �>\ 15 I cif PO I '\ No w old 'I; I, 5,6�`0 -'s`LA 00 I S10°11"36"E L (31.33 n . I 1 OD ri t I I1 I \ so o ' CI 23 o , I� o C. 17 \\moo cI� I 1 ONOI N lO^ 1 I O O I p o 00 Q U I IN V. kA O. 30 30�15�13626°' 0 1\ L--------- 76.13 30.01 30.01 109.45 _6 0. 12 245.59 N00029'05"W _ 100p3' 4�" �10°48'21"' 1�-R 420.00 R=340.00 �y� 5�"\N N20° p-j4' 41A' 1" C1TV 01 SEC _ VEDSSE ; INSETB AUG 2 0 2010 CHANHASSEN PLAWNNG DEPT SCALE IN FEET 0 50 100 150 1 inch = 50 feet DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: o —]II O 5 +1 I� 5 —ill L BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON THE PLAT. BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88008'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294, DENOTES 1/2 INCH IRON MONUMENT FOUND DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 12294. JAMES R. INC. PIONEER PASS N88°08'10"W • -- 1325.36 i 1 -N1/4 CORNER SEC. 27, T. 116, R. 23 c (FOUND CAST IRON MONUMENT) o, 0 C) Y Q LIJ `% LIJ L1J 4 u_ J Z m c C L W 7 y L N � � L O Ld L W�U Z� W N L I_ oInL_ �JL W O �a — J _ f Y_ u~i\ i I Irr` B tL L.VI I II V/p R LVVL.L VIni NL/ --NORTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 1325.36 N88°08'10"W -`,+`�4a .30 C--41 4933" BRC ,2 aN?0 SS 4j f 63.22 S00.29'05'E OUTLOT B cow o i S1V 6IbI\ -J.,,,�9�.rJ, 0 V NE CORNER SEC. 27, T. 116, R. 23 (FOUND CONCRETE MONUMENT) -,WET n \ + +WET LAND-4, Re X v - C� OUTLOT C r a� h°dos' vIt I J" + INSET AoN - SEE SHEET 2 z t t04 OF 3 SHEETS OM N � NO� _ LJ/ W � �WID N OWO I I LIJ W Z OAt� 0 Y_� Uj — z W O N \ —J F N<U C\ i� r� J � 3 W MI N � o to N �^ 7 W~ o=N C:) W Z N N 00Zo J� ^N� W Z 4�p �N T VONN� CIO > O O A OUTLOT A SE CORNER OF THE NEi/4 OF NEi/4 OF SEC. 27, T. 116, R. 23 5652\q. 73.00`--- 9— '5_ r (� S38.09'WE -64.12 n \ rn 0=10048'21" % m --- EAST LINE OF THE SE NS?0 N 1/4 OF THE NE 1/4 OF 43 SAS SEC. 27, T. 115, R. 23 .0 \ ��' 71 • g7 S08053'4g84 �` �J\ n INSET B A --- \ MONUMENT ALUMINUM ^\ 'x SEE SHEET 3 B6 �0• 148.10 OF 3 SHEETS \: N20032'52"W �6� � P N % 0n'' Q� t / B5 N69 f` 1 N o MAN"( Q jP.l 1565 Cfi A, i1 N .. ( \G pl oo� y ` 1\`?t �PN�pOoa p�0 0o J�E u � p((i OF �O, q? Oro PS 00 J ; 1� 0� ENt IGO \"kF TOp h ?PRE PV 04 1 6. a �0 0� J J 6s GO QEP dA�tiNON 3UL 0\NN So REOORO 0 i S�Q/6PS6 _4 N,�NN6i_,%-' - MONUMENT ALUMINUM /--t//�r ��T//)A / B3 S L_/1 vL_i / /l// V -SOUTH LINE OF THE SE 1/2 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 SCALE IN FEET 0 200 400 600 1 inch = 200 feet BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88°08'10" W. NOTE: NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION INDICATES A PLAT MONUMENT THAT WILL BE SET WITHIN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT. SAID MONUMENTS SHALL BE 1/2 INCH x 14 INCH IRON PIPES MARKED BY R.L.S. NO. 12294. KNOW ALL PERSONS BY THESE PRESENTS: That The Ryland Group, Inc., a Maryland corporation, and Peterson -Jacques Farm Land Company, a Minnesota limited liability company, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota And That part of the Southeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as PIONEER PASS, and do hereby donate and dedicate to the public for public use forever the streets and also dedicate the easements as shown on this plat for drainage and utility purposes only. In witness whereof, said The Ryland Group, Inc., a Maryland corporation, has caused these presents to be signed by its proper officer this _ day of 20—. The Ryland Group, Inc. STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this its Maryland corporation, on behalf of the corporation. its _ day of 20_, by of The Ryland Group, Inc., a Notary Public, County, Minnesota My Commission Expires January 31, 20 Inwitness whereof, said Peterson -Jacques Farm Land Company, has caused these presents to be signed by its proper officer this 'day of 20_. Peterson -Jacques Farm Land Company 37 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this its its day of Company, a Minnesota limited liability company, on behalf of the company. , 20—, by of Peterson -Jacques Farm Land Notary Public, County, Minnesota My Commission Expires January 31, 20— -1- GHANHASSEN RECEIVED AUG 2 0 2010 CHANHASSEN PLANNING DEPT I hereby certify that I have surveyed and platted the property described on this plat as PIONEER PASS; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes 505.02, Subdivision 1; that the outside boundary lines are correctly designated on the plat; and that there are no wet lands as defined in Minnesota Statutes 505.02, Subdivision 1, or public highways other than as shown. Harold C. Peterson, Land Surveyor, License No. 12294 STATE OF MINNESOTA COUNTY OF _ The foregoing instrument was acknowledged before me this day of 20_, by Harold C. Peterson, Land Surveyor, License No. 12294. Notary Public, County, Minnesota My Commission Expires January 31, 20_ COUNTYSURVEYOR, CARVER COUNTY, MINNESOTA. Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 20—. By: John E. Freemyer, Carver County Surveyor CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. This plat of PIONEER PASS was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this day of , 20—, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA. By: By: Mayor Clerk COUNTY AUDITOR, CARVER COUNTY, MINNESOTA. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of —,20—. By: Mark Lundgren, Carver County Auditor COUNTY RECORDER, CARVER COUNTY, MINNESOTA. I hereby certify that this plat of PIONEER PASS was filed this day of o'clock M. as Document No. _ By: Carl W. Hanson Jr., Carver County Recorder 20_, at DENOTES 1/2 INCH IRON MONUMENT FOUND Q DENOTES 1/2 INCH x 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE N0. 12294. DAMES R. HILL INC. SHEET 1 OF 3 SF•IEEfS PIONEER PASS INSET A r SCALE IN FEET 0 50 100 1 inch = 50 feet w BEARINGS ARE BASED ON THE NORTH LINE OF NE 1/4 OF THE NE 1/4 OF SEC. 27, T. 116, R. 23 WHICH IS ASSUMED TO HAVE A BEARING OF N 88°08'10" W. NO C / 40.00 � 1 S89030 55 W R�54p.00 17 CITY OF CHANHASSEN RECEIVED AUG 202010 CHANHASSEN PLANING DEP 63 JAMES R. INC. rc-N to -be, rAAsd- HosCH l Appraisal & Consulting, Inc. November 2, 2010 Mr. Severin H. Peterson, Jr. Chief Manager Peterson -Jacques Farm Land Company, LLC 15900 Flying Cloud Drive Eden Prairie, MN 55347 RE: SUMMARY APPRAISAL REPORT OF THE 18.04 ACRES OF VACANT LAND LOCATED WITHIN OUTLOTS A AND B OF THE PIONEER PASS SUBDIVISION IN CHANHASSEN, MINNESOTA Dear Mr. Peterson: As requested by you, we are providing you with a summary appraisal of the above -referenced property to arrive at a supportable estimate of the market value of the fee simple interest in the subject property. This Summary Appraisal Report is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) of the Uniform Standards of Professional Appraisal Practice for a Summary Report.. As such, it presents discussions of the data, reasoning, and analyses that were used in the appraisal process to develop the appraiser's opinion of value. Most of the supporting documentation concerning the data, reasoning, and analyses is included herein, with other resource information retained in the appraiser's file. This appraisal report has been written for the intended use of our clients, Mr. Severin H. Peterson and Peterson -Jacques Farm Land Company, LLC, for purpose of estimating the market value of the donation of land to the city of Chanhassen. The depth of discussion contained in this report is specific to the needs of this client and for the intended use only. Hosch Appraisal & Consulting, Inc. is not responsible for the unauthorized or improper use of this report. We have made a complete inspection of the subject property and have fully identified the real estate in our written report. Additional supporting information may also be supplied within the Addenda of this report. After careful consideration of the many factors influencing value, it is our opinion that the subject property has an estimated market value, as of the October 31, 2010, of: FIVE HUNDRED FORTY THOUSAND DOLLARS ---------- $540,000 Broadm7'v Place East. Suite 201 Phone 6111-13I-1688 Fax 612,1.311-1604 34' Broadwa} St. XF wwwhowhappraisaLcom Minneapolis. M1V?Shc.l PRELIMINARY DRAFT Mr. Severin H. Peterson November 2, 2010 Page Two This appraisal does not include personal property, equipment, fixtures, or intangible items that are not real property nor does this appraisal take into consideration any going concern value created by either the buying or selling party. It is our opinion that a reasonable exposure time of up to 12 months is appropriate for the subject property at our estimated market value. Please refer to the Reasonable Exposure Time section of this appraisal for details. This report is written with the intent of meeting the reporting requirements of the Uniform Standards of Professional Appraisal Practice, 2010-2011 Edition (effective January 1, 2010). This appraisal has also been prepared in conformity with the requirements of the Code of Professional Ethics & Standards of Professional Appraisal Practice of the Appraisal Institute. The undersigned appraisers certify that they have personally inspected the subject site and have investigated information believed to be pertinent to the valuation of the property, and to the best of their knowledge and belief the statements and opinions expressed herein are correct and reasonable, subject to the limiting conditions set forth herein. Very truly yours, HOSCH APPRAISAL & CONSULTING, INC. Certified to this 2nd day of November, 2010 Nathan J. Brooberg Senior Appraiser Certified General Real Property Appraiser Minnesota License #20249946 Stephen T. Hosch, MAI President Certified General Real Property Appraiser Minnesota License #4002903 CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL Pioneer Pass Sue Nelson Document ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 7/12/10 10-09 Wetland Alteration Permit 10-09 Pioneer Pass 1 7/12/10 10-09 Conditional Use Permit/Variance 10-09 Pioneer Pass 1 7/12/10 10-09 Interim Use Permit 10-09 Pioneer Pass THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Foryouruse ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return ® For Recording ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: Mark Sonstegard, Ryland Homes Brent Hislop, Peterson -Jacques Farm Land Co., LLC copies for approval copies for distribution corrected prints t 1 SIGNED: Kim teuwi en,(952)227-1107 SCANNED If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT 410-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: To fill and mitigate wetlands within the Pioneer Pass development. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota That part of the of the Southeast Quarter of the Northeast Quarter of Section 26, Township 116, Range 23 West, Carver County, Minnesota, lying northerly of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. 3. Conditions. The Wetland Alteration Permit was approved subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland I must be shown on the plans (18-40). b. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. C. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. d. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: 1) Two cross -sectional views and a plan view; 2) A detailed planting schedule; 3) A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); 4) A discussion of the soils as it pertains to their adequacy in wetland creation; and 5) A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. C. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type I wetland. f. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. g. The wetland area should use BWSR seed mix WTI for any temporary seeding. h. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. Yellow tags shall be provided to the City after the area has been seeded. j. The planting schedule and vegetation management plan shall incorporate the buffer area as well. k. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 12, 2010 SEAL STATE OF MWNESOTA (ss COUNTY OF CARVER CITY OF CHANHASSEN By: Thomas A. Furlong, M Gerhardt, City Manager The foregoing instrument was acknowledged before me this e?.3""7ay of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Cit f Cha assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to a thority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. BOX 147 Chanhassen, MN 55317 (952)227-1100 g:\plan\2010 planning cases\10-09 pioneer pass\wap.doc /� 41 .ow-W-U.2"'MA" IWAREN J, ENGELHARDT Notary Pubcommission Enplres Jen 31, 2015 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT AND VARIANCE #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit to permit development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone to grade and construct a stormwater pond and wetland mitigation in conjunction with the Pioneer Pass development. 2. Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: 'Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota and That part of the of the Southeast Quarter of the Northeast Quarter of Section 26, Township 116, Range 23 West, Carver County, Minnesota, lying northerly of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland must be protected at all times from impact. b. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. Signage shall be posted at the property corners indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. d. Bluff Creek shall be shown and identified on the plan set. e. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. f. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. g. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStoprm, Erosion Control Blanket P42TM or similar shall be used in addition to rip - rap (18-62). h. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. i. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terns of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. 2 Dated: July 12, 2010 STATE OF MINNESOTA COUNTY OF CARVER (ss The foregoing instrument was acknowledged before me this Al 44ay of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci f Chaqkassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. CITY OF CHANHASSEN By: �C Thomas A. Furlong, Ma r By: I A A:" jA— ;(odd Gerhar t, 1ty Manager DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 glplan\2010 planning cases\10-09 pioneer pass\cup with variance.doc 3 44 � 4— Notary tolic KAREN J. EN_ LHARDT I ¢ Notary Public -Minnesota My COMMIM10r, 6WIres Jan 31. 2015 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: Interim Use Permit to allow site grading prior to final plat approval based on the plans prepared for the Pioneer Pass development. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota and That part of the of the Southeast Quarter of the Northeast Quarter of Section 26, Township 116, Range 23 West, Carver County, Minnesota, lying northerly of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 1043, according to the recorded plat thereof, Carver County, Minnesota. 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and the following conditions: a. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). b. The erosion control and grading plan must be amended per Preliminary Plat comments. c. The Wetland Alteration Permit conditions must be met. d. A phasing and sequence plan must be prepared and submitted. e. The grading operations must follow the preliminary grading plan as approved by City Council. f. The applicant must submit a $36,500 erosion control security before grading can commence. g. The applicant must obtain permission for any off -site grading. h. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. j. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. k. Erosion control measures must be installed and inspected prior to grading. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. hose. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 12, 2010 CrrY OF CHANHASSEN Ak- Thomas A. Furlong, By: 4✓.___�n Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci f Ch hassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 g:\4)lan\2010 planning cases\10-09 pioneer pass\iup.doc "� F KAREN J. ENGELHARDT + Notary Public -Minnesota +: My COMMiasllon Expire, Jan 31, 2015 CITY OF 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952227,1110 Building Inspections Phase: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227,1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227,1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax:952.227.1404 Plarroirg & Natural Resources Phare:952.227.1130 Fax:952.227.1110 Public Works 1591 Park Road Phone:952.227.1300 Fax: 952.227.1310 Senior Center Phan: 952.227.1125 Fax: 952.227.1110 Web Site wwad chanhassen.mn.us July 13, 2010 Mr. Mark Sonstegard Ryland Homes 7599 Anagram Drive Eden Prairie, MN 55344 Re: Pioneer Pass Preliminary Plat — Planning Case #10-09 Dear Mr. Sonstegard: This letter is to confirm that on July 12, 2010, the Chanhassen City Council approved the following: A. Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets, plans prepared by James R. Hill dated June 4, 2010, subject to the following conditions: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. Demolition permits must be obtained before demolishing any existing structures. d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. f. Each lot must be provided with separate sewer and water services. g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 2 of 10 b. The developer must obtain approval to complete the off -site grading required to construct a collector road- Bluff Creek Drive- to Pioneer Trail. c. if importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. A drain tile service stub must be provided for any lot that drains from the back to the front. g. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. h. Verify the first floor elevation of Lots 1 through 3, Block 1. Retaining walls constructed with the development will be the responsibility of the homeowners association. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. k. The sanitary sewer between Lots 5 and 6, Block I must be installed within a steel casing pipe• 1. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. in. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. n. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. o. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 3 of 10 p. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $608.00/unit of the sanitary sewer hookup fee and $1,618.00/unit of the water hookup fee. q. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. r. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. s. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right-of-way. t. The grade of the public streets must be adjusted so that they do not exceed 8%. u. The owner of the exception parcels shall work with MnDOT, the County and the City to determine future access to these areas. v. The outstanding assessments, plus accrued interest must be paid with the final plat or reapportioned to the lots within the final plat. 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. b. The applicant shall install the total required bufferyard along Bluff Creek Boulevard and Outlot C. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the City before installation. d. Lots 13, 14,25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 10 trees of a species may be grouped together. Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 4 of 10 f. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). 5. Park Director. a. Successful transfer of Outlot C (8.7± acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 5 of 10 c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Outlot A, and conservation easement, trail easement and a drainage and utility easement over Outlot B. 7. Water Resources Coordinator: a. The HydroCAD model shall be revised to accurately reflect the post -development soil conditions or evidence shall be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). f. Wetland buffers must be planted with native vegetation per Section 20412. g. Make the Soil Boring report available to the City (18-40). h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. j. As stated in Section 18-40(4)2v. Drain tile service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain tile shall be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain tile is also encouraged in front of lots 1, 2, 3, 41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). k. The swale between Street B and Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 6 of 10 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). in. Applicant must demonstrate how the City can access Pond 2 for future maintenance. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTm, Erosion Control Blanket P42"m or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). p. Areas where proposed and existing grades are to be matched shall be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). q. Type 3, weed -free mulch shall be used in outlot B. r. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). s. A note shall be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on all backyard CB until final stabilization is achieved. t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). v. A detailed turf establishment plan shall be provided (19-145). w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). x. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 7 of 10 B. Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone for the construction of a stormwater pond subject to the following conditions: 1. Wetland must be protected at all times from impact. 2. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. Signage shall be posted at the property corners indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. 4. Bluff Creek shall be shown and identified on the plan set. 5. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. 6. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. 7. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTm, Erosion Control Blanket P42TM or similar shall be used in addition to rip - rap (18-62). 8. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. 9. Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone. C. Interim Use Permit to allow site grading prior to final plat approval subject to the following conditions: 1. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 8 of 10 2. The erosion control and grading plan must be amended per Preliminary Plat comments. 3. The Wetland Alteration Permit conditions must be met. 4. A phasing and sequence plan must be prepared and submitted. 5. The grading operations must follow the preliminary grading plan as approved by City Council. 6. The applicant must submit a $36,500 erosion control security before grading can commence. 7. The applicant must obtain permission for any off -site grading. 8. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. 9. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 10. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 11. Erosion control measures must be installed and inspected prior to grading. And, Wetland Alteration Permit for the grading and filling of wetlands on site subject to the following conditions: 1. Wetland I must be shown on the plans (18-40). 2. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. 3. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. 4. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: a. Two cross -sectional views and a plan view; b. A detailed planting schedule; Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 9 of 10 c. A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); d. A discussion of the soils as it pertains to their adequacy in wetland creation; and e. A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. 5. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. 6. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. 7. The wetland area should use BWSR seed mix WTI. for any temporary seeding. 8. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. 9. Yellow tags shall be provided to the City after the area has been seeded. 10. The planting schedule and vegetation management plan shall incorporate the buffer area as well. 11. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form. Final plat documents must be submitted to the City 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. A revised grading plan for the Interim Use Permit must be submitted to the City for review and approval. A security in the amount of $36,500 for erosion control must be submitted before site grading can commence. Additionally, all erosion control measures and tree protection fencing must be installed and inspected prior to the City authorizing grading operations. A revised wetland mitigation plan must be submitted and approved by the City prior to any wetland alterations occurring. Additional security based on the construction cost for the mitigation shall be required. Contact Terry Jeffery at (952) 227-1168 or tieffery@ci.chanhassen.mn.us if you have any questions. Mr. Mark Sonstegard Pioneer Pass July 13, 2010 Page 10 of 10 Should you have additional questions or need more information, please feel free to contact me at (952) 227-1131 orbeenerous@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner c: Peterson -Jacques Farm Land Co., LLC 15900 Flying Cloud Drive Eden Prairie, MN 55347 ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Enclosure g_\plan\2010 planning cases\10-09 pioneer pam\appruval letw prelim plat cup var iup wap.dcc r From: Policy Department Dated: 02/11/2011 Enclosed are the following items: ] Mortgage Deed X ] Deed ] Assignment of Mortgage ] Owner's Policy ] Mortgagee's Policy ] Contract for Deed ] Assignment of Contract for Deed ] Subordination Agreement X ] Other degrees 22 minutes 34 seconds, a radius of 430.00 feet and a chord bearing of South 23 degrees 11 minutes 11 seconds East; thence North 81 degrees 56 minutes 51 seconds East, not tangent to the last described curve, a distance of 144.90 feet; thence South 38 degrees 09 minutes 35 seconds East a distance of 73.00 feet to the east line of said East Half of the Northeast Quarter and there terminating. Your File No.: Our File No.: 1178186E Doc No's A529910 and A529912 Term Agree/Pond Doc No. A529906 and dev contract Doc No A529909 If you have any questions, please contact us immediately at the phone number listed above. "Thank You for Choosing First American Title " SCANNED Attn: Legal: The East Half of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPT that part taken for highway purposes described as Parcel 60 of Minnesota Department of Transportation Right of Way Plat No. 10-20 recorded as Doc. No. 393960 Phase 1 That part of the East Half of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota, and lying southerly, westerly, southwesterly and southeasterly of the following described line: Commencing at the northwest corner of said East Half of the Northeast Quarter; thence South 00 degrees 29 minutes 05 seconds East, assumed bearing along the west line of said East half of the Northeast Quarter, a distance of 344.00 feet to the point of beginning of the line to be described; thence South 77 degrees 10 minutes 49 seconds East a distance of 41.10 feet; thence South 00 degrees 29 minutes 05 seconds East a distance of 675.87 feet; thence southeasterly 187.58 feet along a tangential curve, concave to the northeast, having a central angle of 71 degrees 38 minutes 57 seconds and a radius of 150.00 feet; thence South 72 degrees 08 minutes 02 seconds East, tangent to the last described curve, a distance of 20.30 feet; thence southeasterly 361.05 feet along a tangential curve, concave to the southwest, having a central angle of 60 degrees 50 minutes 36 seconds and a radius of 340.00 feet; thence North 88 degrees 03 minutes 27 seconds East, not tangent to the last described curve, a distance of 153.87 feet; thence North 63 degrees 47 minutes 02 seconds East a distance of 212.72 feet; thence North 55 degrees 16 minutes 27 seconds East a distance of 319.02 feet; thence North 51 degrees 07 minutes 32 seconds East a distance of 60.00 feet; thence southeasterly 235.47 feet along a non - tangential curve, concave to the southwest, having a central angle of 31 SCANNED TO M,y First American City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 CITY OF CHrh; ,.; E J RIK -.. FEB 1 5 2011 ENGINEERING DEPT, TRANSMITTAL SHEET FirstAlmerican Title 701 Xenia Avenue South, Ste 450 Golden Valley, MN 55416 Phn - (763)852-3800 Fax - (877)483-0310 RE: City of Chanhassen Pioneer Pass Phase 1 Chanhassen, MN lu -(-)`j • FiistAmeil[an Title 701 Xenia Avenue South, Ste 950 Golden Valley, MIN First American Phn - ( 63)852 3800416 Fax - (877)483-0310 TRANSMITTAL SHEET To: City of Chanhassen RE: City of Chanhassen P. O Box 147 Out Lot D & E Pioneer Pass Phase 1 Chanhassen, MN Chanhassen, MN 55317 CITY OF CHANHASSEN FEB 1 5 2011 ENGINEEiiING DEPT, -D -PAK N ENT CO' 1i PACE Document No. OFFICE OF THE A 529912 COUNTY RECORDER CARVER COUNTY, MINNESOTA -rt,� ouf No delinquent taxes and transfer en ed Certificate of Fee: $46.00 Receipt#: Real Estate Value ( )Filed (14Not Required // Certified Recorded on 12/1 /2010 at 11:22 AM ElPM CRV 20 529K2 er County Auditor Mar L ndgren uo IIIII Ili'I,III'I III County Recorder Ry DOCUNi I TITLE: DOCUMENT DATE: NAMES: aY-iO L,L H (Top 3 inches Reserved for Recording Data) LIMPTED WARRANTY DEED Business Entity to Business Entity DEED TAX DUE: $ ` � Date: November`%, 2010 FOR VALUABLE CONSIDERATION, Peterson -Jacques Farm Land Company, LLC, a Minnesota limited liability company ("Grantor"), hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation ("Grantee"), real property in Carver County, Minnesota, described as follows: See Exhibit A attached hereto and incorporated hereby, Check here if part or all of the land is Registered (Torrens) FORMCHECKBOX together with all hereditaments and appurtenances belonging thereto, subject to the lien of all unpaid special assessments and interest thereon. This Deed conveys after -acquired title. Grantor warrants that Grantor has not done or suffered anything to encumber the property, EXCEPT: See Exhibit B attached hereto and incorporated hereby. Check applicable box: FORMCHECKBOX The Seller certifies that the Seller does not know of any wells on the described real property. FORMCHECKBOX A well disclosure certificate accompanies this document. FORMCHECKBOX I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. owed Tax 0f g �� Paid ona. (Date) �OnseNation Fog raid CONer Cr�enty Iudta, CO 701 Xe ill l ULbtt� OtLv) 01 Xenia Avenue South Q�1_ Suite 450 IW+ Golden Valley, MN 55416 ATTN: Recording Dept. fA1� C®n I Ci/7�i STATE OF MINNESOTA ) GRANTOR: PETERSON-JACQUES FARM LAND COMP A.Y, LLC [� By /t Name: Severin H. Peterson Title: Chief Manager `Tg1, �sS COUNTY OF 15&CiTT )SS. ) This instrument was acknowledged before me on November Z L4, 2010, by Severin H. Peterson, the Chief Manager of Peterson -Jacques Farm Land Company, LLC, a Minnesota limited liability company, on behalf of the company. NOTARIAL STAMP O R ',LL \ I . UL f • f 1 1 THIS INSTRUMENT WAS DRAFTED BY: (insert name and address) LINDQUIST & VENNUM P.L.L.P. 4200 IDS Center 80 South Eighth Street Minneapolis, MN 55402 (612)371-3211 Vigntature of�no'officer) V Title (and Rank): 1-r:;,ort c,1 i2w L-,V My commissi n expires: 31 1'Z TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: (include name and address of Grantee to whom tax statements should be sent) EXHIBIT A Legal Descri tp ion Outlots A and B, Pioneer Pass, Carver County, Minnesota EXHIBIT B Permitted Exee tp ions Special Assessment Agreement between Peterson —Jacques Farm Land Company LLC and the City of Chanhassen recorded July 27, 2006 as Document NO. 446436. 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WMnw v"aq wxD4nNtl^Y{X� --"— q'�1['—wAn--:r.w vwryr. x�YMwY .Iwwn:nl6ww:w4+w6 v.uMeNwv�uiti�ie nl xxxUingAY j. l nU-wNxWn.MW nI 41 �ry�:minuJ nnp N^m rywnaWi InA:mW wl nuDlx+YLl YnM•mw:.w 4Ym wnnun+4mnlmJ.w:wurt,mmnnw.m+.wun.rv^I.urt Lrn.wn wuv..mxmmaliM..nMa n:mm�n W^ w'n^wVyin AAv.I XYJnul.l :`:inW w�l'^:+^�n. a.nrnn nw:rtnmv..rry w:nlJ ln IN;YIJ AVvn W 1rIW tlMUIJV.LtlW SNYtl1JUlMW1]vCJY vinwNw :+.+^]n^Xnv oll rvrvwJJ[xY'++��nywN M:�n��nn:Y«`wn"X•rv:�1WUN`1.YL //(y'�//V�( ,w..wW AY ] n]tt+°•r'411.M•wa :[ :w .^mM mMn.A>w w.xnM:mM4N /V vIOl � :w xvw m w nuLn yrl Yy +vl J:wul uel Jx,IYJYi il.tl J.1Y W tl 1 v Mu,VX w ssdd I ULAA io+ 1) From: Policy Department Dated: 02/11/2011 Enclosed are the following items: ] Mortgage Deed ] Deed ] Assignment of Mortgage ] Owner's Policy ] Mortgagee's Policy ] Contract for Deed ] Assignment of Contract for Deed ] Subordination Agreement ] Other degrees 22 minutes 34 seconds, a radius of 430.00 feet and a chord bearing of South 23 degrees 11 minutes 11 seconds East; thence North 81 degrees 56 minutes 51 seconds East, not tangent to the last described curve, a distance of 144.90 feet; thence South 38 degrees 09 minutes 35 seconds East a distance of 73.00 feet to the east line of said East Half of the Northeast Quarter and there terminating. Your File No.: Our File No.: 1178186A Document No. A529911 If you have any questions, please contact us immediately at the phone number listed above. "Thank You for Choosing First American Title " srf w,Eo Attn: Legal: The East Half of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPT that part taken for highway purposes described as Parcel 60 of Minnesota Department of Transportation Right of Way Plat No. 10-20 recorded as Doc. No. 393960 Phase 1 That part of the East Half of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota, lying northerly of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota, and lying southerly, westerly, southwesterly and southeasterly of the following described line: Commencing at the northwest corner of said East Half of the Northeast Quarter; thence South 00 degrees 29 minutes 05 seconds East, assumed bearing along the west line of said East half of the Northeast Quarter, a distance of 344.00 feet to the point of beginning of the line to be described; thence South 77 degrees 10 minutes 49 seconds East a distance of 41.10 feet; thence South 00 degrees 29 minutes 05 seconds East a distance of 675.87 feet; thence southeasterly 187.58 feet along a tangential curve, concave to the northeast, having a central angle of 71 degrees 38 minutes 57 seconds and a radius of 150.00 feet; thence South 72 degrees 08 minutes 02 seconds East, tangent to the last described curve, a distance of 20.30 feet; thence southeasterly 361.05 feet along a tangential curve, concave to the southwest, having a central angle of 60 degrees 50 minutes 36 seconds and a radius of 340.00 feet; thence North 88 degrees 03 minutes 27 seconds East, not tangent to the last described curve, a distance of 153.87 feet; thence North 63 degrees 47 minutes 02 seconds East a distance of 212.72 feet; thence North 55 degrees 16 minutes 27 seconds East a distance of 319.02 feet; thence North 51 degrees 07 minutes 32 seconds East a distance of 60.00 feet; thence southeasterly 235.47 feet along a non - tangential curve, concave to the southwest, having a central angle of 31 �i /� LIMITED WARRANTY DEED No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ) not required. Certificate of Real Estate Value No. Ao2 2010 Date %� nr County Auditor by:l/ E�41l //1fi�zinzl//N Deputy DEED TAX DUE: $1.65 Date: 2010 Document No. OFFICE OF THE A 5 2 9 911 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#: Certified Recorded on 12/12010 um�iuuu� for at 11:22 M❑PM rk undgren County Recorder data FOR VALUABLE CONSIDERATION, The Ryland Group, Inc., a Maryland corporation, Grantor, hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation, real property in Carver County, Minnesota, described in Exhibit A attached hereto and made a part hereof, together with all hereditaments and appurtenances belonging thereto. Grantor covenants and represents that: (1) This Deed conveys after -acquired title; and (2) Grantor has not made, done, executed or suffered any act or thing whereby the above -described property or any part thereof, now or at any time hereafter, shall or may be imperiled, charged or encumbered in any manner, and Grantor will warrant the title to the above -described property against all persons claiming the same from or through Grantor as a result of any such act or thing, except as listed in Exhibit B attached hereto and made a part hereof. Check box if applicable: I] The Seller certifies that the seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Consideration paid by Buyer to Seller for this conveyance is less than $500.00. [The remainder of this page is intentionally blank, signature page and Exhibits to follow. ] Deed rax W $ F)aid on /�— / /o (Dare) Conservation Fee paid Carver Cotmty A,..jd er t STATE OF MINNESOTA ) ) SS. COUNTY OF HENNEPIN ) This instrument was acknowledged before /�e,^me onthe 15 day of NO Q_O t.n h a'-% 2010, by �tJ�o� A �1-4 • 410 d the —6 J+ U r of The Ryland Group, Inc., a Maryland corporation, on behalf of the corporation. JODI L. PEARSON e Notary Public State of Minnesota My Commission Expires January 11, on,a Notorial Stamp or Seal (or other Title or Rank) T INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS): WINTHROP & WEINSTINE, P.A. Capella Tower, Suite 3500 225 South Sixth Street Minneapolis, Minnesota 55402 (612) 604-6400 7837.118 56030100 SIGNATUO OF NOTARY PUBLIC OR OTHER OFFICIAL Check here if part or all of the land is Registered (Torrens) ❑ Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 F Suite 450 11-7 161'6L2�}' Golden Valley, MN 55416 --�vtvclKt ATTN: Recording Dept. h Exhibit A (Property Description) Outlot D, Pioneer Pass, according to the recorded plat thereof on file with the County Recorder of Carver County, Minnesota. Exhibit B (Exceptions) 1. All taxes and assessments due and payable in the year 2010 and thereafter. 2. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Company LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436; 3. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436; 4. Municipal code compliance matters and fees, including but not limited to, utilities, water, or sewer services or fees for tree, weeds, grass, snow or garbage removal, police boarding, vacant building registration and zoning; 5. Covenants, conditions, restrictions, declarations and easements of record, if any; 6. Reservation of minerals or mineral rights by the State of Minnesota, if any; 7. Building and zoning laws, ordinances, state and federal regulations; and The plat of Pioneer Pass, Carver County, State of Minnesota, according to the recorded plat thereof. NO PIONEER PASS CA DCCENo W.82 No •'ID'W Xu....o..n. 1, 11 INSET B 1 r 11 II 6 S 3 10 or m<i .wo'etwt 1° rur °N�.ru.n °iXw"iwua ..r 10 • \\ �,� ' Yam- \R_\U \I i �[u°xas .N uxv a vc xarll lwf .1—i lw' .m4,.I srrnw sxo.n A I.T mrvrz \Dora. wwum wu"mow mtxt 5 r \ � ? s°�'; '� ' \ NI • oa4Xv n.X. wx .w°.nlraaa \ pfd d-' \ •F9n v' .-\gx° \ \ 14 3�C \ \ l`i°{� � y \I �4, syn_: _� � = M•,A __ ^i 1,i 14C 1 2 v ' 2 1�- 13 16 15 yT a i 1R 2si0'17- 1 111 � 17 3 d 1 t I rg �i 1 VF 1 JI a I • li` '.`_1 I`_Y:L'YU� '; _. 1110h , 1" �1p�3�]t�` ]13.39 N00 Sa3W -a•�2G.St1 a-0+a.00 DAMES R. HILL INC. Du+lb+ �b First American Title Insurance Company 701 Xenia Avenue South, Ste 450 Golden Valley, MN 55416 February 10, 2011 City of Chanhassen Pioneer Pass Phase 1 Chanhassen, MN Policy Processor Phone: (763)852-3800 Order Number: 1178186A Escrow Officer: Gail Holt Phone: (763)786-9695 Property: Pioneer Pass Phase 1 Chanhassen, Minnesota Attached please find the following item(s): A Policy of Title Thank You for your confidence and support. Customer First. a (10-17-92) ALTA Owner's Policy Form B Policy No.: CO--1178186A Policy of Title Insurance ��. AM/We ISSUED BY First American Title Insurance Company SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. First American Title Insurance Company y , President Attest., secretary ALTA Owner's Policy Order Number: 1178186A SCHEDULE A Amount of Insurance: $500.00 Date of Policy: December 1, 2010 at 11:22 a.m. 1. Name of insured: City of Chanhassen Policy Number: C01178186A 2. The estate or interest in the land which is covered by this policy is: Fee simple 3. Title to the estate or interest in the land is vested in: City of Chanhassen 4. The land referred to in this policy is described as follows: Real property in the City of Chanhassen, County of Carver, State of Minnesota, described as follows: Outlot D, Pioneer Pass, Carver County, Minnesota. ALTA Owner's Policy Order Number: 1178186A SCHEDULE B Policy Number: C01178186A EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: 1. Standard Exceptions: (a) Rights or claims of parties in possession not shown by the public records. (b) Easements, or claims of easements, not shown by the public records. (c) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey of inspection of the premises. (d) Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. (e) Taxes or special assessments which are not shown as existing by the public records. 2. The lien of the General Taxes due and payable in the year 2011, and thereafter. 3. Any and all levied or pending assessments. 4. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 5. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Group LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436. 6. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436. 7. Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of Chanhassen, dated September 13, 2010, recorded December 1, 2010, as Doc. No. 529909, which does not contain a forfeiture of reversionary clause. Restrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. ENDORSEMENT Attached to Policy No. 1178186A Issued by First American Title Insurance Company The Company hereby amends its Owner Policy Jacket by providing that notwithstanding any other language in the policy to the contrary, the Company hereby agrees as follows: 1. The insurance company, agent, or broker is authorized to receive written or oral notice of claim, and any such notice given to the insurance company, agent or broker is considered notice to the Company. 2. This insurance contract is deemed to be made in Minnesota and any dispute resolution proceedings shall take place in Minnesota unless both parties agree otherwise. 3. The Company shall have the right to examine and audit the insured's books and records for up to one year after the end of the policy year. 4. The Company shall pay any definitely fixed liability for loss or damage within five business days from the date of receipt of any agreement entered into by the insured of any condition set forth in such agreement, whichever is later. 5. The Company shall have no subrogation rights under the insured if it is determined that the loss or damage is caused by unintentional acts of the insured, nor shall the Company have any right to proceed against any other person if that person is also insured by the Company against the same loss. 6. The Company's obligations to the Insured under the policy can be terminated only pursuant to Minnesota's statutory termination conditions. 7. The term "pro tanto" shall mean "to the extent". Therefore, if used in this policy, the term shall mean that the amount of insurance shall be reduced on a dollar for dollar basis to the extent of payments made under this policy except for payments made for costs, attorneys' fees and expenses. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. Master Endorsement to Owner Policy EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of:' 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (III) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed In writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting In no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (a) resulting in loss or damage which would not have been sustained If the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (1) the transaction creating the estate or Interest Insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemed a preferenbal transfer except where the preferential transfer results from the failure: (a) to limey record the instrument of transfer; or (b) of such recordation to Impart notice to a purchaser for value or a judgment or lien creditor. 1. DEFINITION OF TERMS. The following terms when used in this policy mean: (a) "insured": the insured named in Schedule A, and, subject to any rights or defenses the Company would have had against the named insured, those who succeed to the interest of the named insured by operation of law as distinguished from purchase including, but not limited to, heirs, distnbutees, devisees, survivors, personal representatives, next of kin, or corporate or fidudary successors. (b) "insured claimant": an insured claiming loss or damage. (c) "knowledge" or "known": actual knowledge, not constructive knowledge or notice which may be imputed to an insured by reason of the public records as defined In this policy or any other records which impart constructive notice of matters affecting the land. (d) "land": the land described or referred to In Schedule (A), and improvements affixed thereto which by law constitute real property. The term "land" does not Include any property beyond the lines of the area described or referred to In Schedule (A), nor any right, title, Interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access to and from the land Is Insured by this policy. (e) "mortgage": mortgage, deed of trust, trust deed, or other security Instrument (f) "public records": records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. With respect to Section 1(a)(iv) of the Exclusions From Coverage, "public records" shall also Include environmental protection liens filed in the records of the clerk of the United States district court for the district in which the land is located. (g) "unmarketability of the title": an alleged or apparent matter affecting the title to the land, not excluded or excepted from coverage, which would entitle a purchaser of the estate or interest described in Schedule A to be released from the obligation to purchase by virtue of a contractual condition requiring the delivery of marketable title. 2. CONTINUATION OF INSURANCE AFTER CONVEYANCE OF TITLE. The coverage of this policy shall continue in force as of Date of Policy in favor of an insured only so long as the insured retains an estate or interest in the land, or holds an indebtedness secured by a purchase money mortgage given by a purchaser from the Insured, or only so long as the insured shall have liability by reason of covenants of warranty made by the Insured in any transfer or conveyance of the estate or Interest This policy shall not continue In force in favor of any purchaser from the insured of either (i) an estate or interest in the land, or (ii) CONDITIONS AND STIPULATIONS an indebtedness secured by a purchase money mortgage given to the insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT. The insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 4(a) below, (ii) in case knowledge shall come to an insured hereunder of any claim of title or interest which Is adverse to the title to the estate or interest, as Insured, and which might cause loss or damage for which the Company may be liable by virtue of this policy, or (iii) if tile to the estate or Interest, as insured, is rejected as unmarketable. If prompt notice shall not be given to the Company, then as to the insured all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Insured under this policy unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 4. DEFENSE AND PROSECUTION OF ACTIONS; DUTY OF INSURED CLAIMANT TO COOPERATE. (a) Upon written request by the insured and subject to the options contained in Section 6 of these Conditions and Stipulations, the Company, at Its own cost and without unreasonable delay, shall provide for the defense of an Insured in litigation in which any third party asserts a claim adverse to the title or Interest as Insured, but only as to those stated causes of action alleging a defect, lien or encumbrance or other matter Insured against by this policy. The Company shall have the right to select counsel of Its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action and shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs or expenses incurred by the insured in the defense of those causes of action which allege matters not insured against by this policy. (b) The Company shall have the right, at Its own cost, to institute and prosecute any action or proceeding or to do any other act which in its opinion may be necessary or desirable to establish the ULIe to the estate or interest, as Insured, or to prevent or reduce loss or damage to the insured. The Company may take any appropriate action under the terns of this policy, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this policy. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (c) Whenever the Company shall have brought an action or interposed a defense as required or permitted by the provisions of this policy, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. (d) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding, the insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of the insured for this purpose. Whenever requested by the Company, the insured, at the Company's expense, shall give the Company all reasonable aid (i) in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) In any other lawful act which In the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as insured. If the Company is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the Insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. S. PROOF OF LOSS OR DAMAGE. In addition to and after the notices required under Section 3 of these Conditions and Stipulations have been provided the Company, a proof of loss or damage signed and mom to by the insured claimant shall be furnished to the Company within 90 days after the Insured claimant shall ascertain the facts giving rlse to the loss or damage. The proof of loss or damage shall describe the defect In, or lien or encumbrance on the title, or other matter Insured against by this policy which constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Insured claimant to provide the required proof of loss or damage, the Company's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such proof of loss or damage. In addition, the insured claimant may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a sate before or after Date of Policy, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the insured claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All information designated as confidential by the Insured claimant provided to the Company pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the Gann. Failure of the Insured claimant to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary Information from third parties as required in this paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 6. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY. In use of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the amount of insurance under this policy together with any costs, attorneys' fees and expenses incurred by the Insured claimant, which were authorized by the Company, up to the time of payment or tender of payment and which the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations to the Insured under this policy, other than to make the payment required, shall terminate, Including any liability or obligation to defend, prosecute, or continue any litigation, and the policy shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant. (I) to pay or otherwise settle with other parties for or In the name of an insured claimant any claim Insured against under this policy, together with any costs, attorneys' fees and expenses Incurred by the Insured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay; or (li) to pay or otherwise settle with the Insured claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees and expenses incurred by the Insured claimant which were authorized by the Company up to the time of payment and which the Company Is obligated to pay. Upon the exercise by the Company of either of the options provided for in paragraphs (b)(I) or (ii), the Company's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, Including any liability or obligation to defend, prosecute or continue any litigation. 7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE. This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the insured claimant who has suffered loss or damage by reason of matters insured against by this policy and only to the extent herein described. (a) The liability of the Company under this policy shall not exceed the least of: (1) the Amount of Insurance stated in schedule A; or, (Ii) the difference between the value of the insured estate or interest as insured and the value of the insured estate or interest subject to the defect, lien or encumbrance insured against by this policy. (b) In the event the Amount of Insurance stated In Schedule A at the Date of Policy is less than 80 percent of the value of the Insured estate or Interest or the full consideration paid for the land, whichever is less, or If subsequent to the Date of Policy an Improvement is erected on the land which increases the value of the insured estate or Interest by at lease 20 percent over the Amount of Insurance stated in Schedule A, then this Policy is subject to the following: (i) where no subsequent Improvement has been made, as to any partial loss, the Company shall only pay the loss pro rata in the proportion that the amount of Insurance at Date of Policy bears to the total value of the insured estate or interest at Date of Policy; or (11) Where a subsequent improvement has been made, as to any partial loss, the Company shall only pay the lo% pro rata in the proportion that 120 percent of the Amount of Insurance stated in Schedule A bears to the sum of the Amount of Insurance stated in Schedule A and the amount expended for the Improvement The provisions of this paragraph shall not apply to costs, attorneys' fees and expenses for which the Company Is liable under this policy, and shall only apply to that portion of any loss which exceeds, In the aggregate, 10 percent of the Amount of Insurance stated in Schedule A. (c) The Company will pay only those costs, attorneys' fees and expenses incurred In accordance with Section 4 of these Conditions and Stipulations. 8. APPORTIONMENT. If the land described In Schedule (A)(C) consists of two or more parcels which are not used as a single site, and a loss is established affecting one or more of the parcels but not all, the loss shall be computed and settled on a pro rata basis as if the amount of insurance under this policy was divided pro rats as to the value on Date of Policy of each separate parcel to the whole, exclusive of any Improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each parcel by the Company and the Insured at the time of the issuance of this policy and shown by an express statement or by an endorsement attached to this policy. 9. LIMITATION OF LIABILITY. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures the lack of a right of access to or from the land, or cures the claim of unmarketability of title, all as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation, including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title as Insured. (c) The Company shall not be liable for loss or damage to any Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY. All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the amount of the insurance pro tanto. 11. LIABILITY NONCUMULATIVE. It Is expressly understood that the amount of insurance under this policy shall be reduced by any amount the Company may pay under any policy Insuring a mortgage to which exception Is taken in Schedule B or to which the Insured has agreed, assumed, or taken subject, or which Is hereafter executed by an Insured and which is a charge or lien on the estate or interest described or referred to in Schedule A, and the amount so paid shall be deemed a payment under this policy to the Insured owner. 12. PAYMENT OF LOSS. (a) No payment shall be made without producing this policy for endorsement of the payment unless the policy has been lost or destroyed, in which use proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within 30 days thereafter. (c) When a settlement of all or any part of a claim has been agreed to in a written settlement agreement with the Insured and the amount of a loss is agreed upon therein, the loss shall be payable within five (5) business days after the later of (1) receipt by the Company of the executed settlement agreement, or (2) the date the Company is informed of the satisfactory performance of the conditions, if any, which are required to be satisfied as a condition of payment. 13. SUBROGATION UPON PAYMENT OR SETTLEMENT. (a) The Company's Right of Subrogation. Whenever the Company shall have settled and paid a claim under this policy, all night of subrogation shall vest in the Company unaffected by any act of the insured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the insured claimant would have had against any person or property in respect to the claim had this policy not been issued. If requested by the Company, the insured claimant shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The insured claimant shall permit the Company to sue, compromise or settle in the name of the insured claimant and to use the name of the insured claimant In any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the insured claimant, the Company shall be subrogated to these rights and remedies In the proportion which the Company's payment bears to the whole amount of the loss. If loss should result from any act of the Insured claimant, as stated above, that act shall not void this policy, but the Company, in that event, shall be required to pay only that part of any losses insured against by this policy which shall exceed the amount, if any, lost to the Company by reason of the impairment by the insured claimant of the Company's right of subrogation. (b) The Company's Rights Against Non -Insured Obligors. The Company's right of subrogation against non- insured obligors shall exist and shall include, without limitation, the rights of the Insured to indemnities, guaranties, other policies of insurance or bonds, notwithstanding any terms or conditions contained in those Instruments which provide for subrogation rights by reason of this policy. 14. ARBITRATION. Unless prohibited by applicable law, either the Company or the Insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may Include, but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service of the Company In connection with its issuance or the breach of a policy provision or other obligation. All arbitrable matters when the Amount of Insurance is $1,000,000 or less shall be arbitrated at the option of either the Company or the insured. All arbitrable matters when the Amount of Insurance is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the insured. Arbitration pursuant to this policy and under the Rules in effect on the date the demand for arbitration is made or, at the option of the insured, the Rules In effect at Date of Policy shall be binding upon the parties. The award may include attorneys' fees only If the laws of the state in which the land Is located permit a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT. (a) This policy together with all endorsements, If any, attached hereto by the Company is the entire policy and contract between the insured and the Company. In Interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the tide to the estate or interest covered hereby or by any action asserting such claim, shall be restricted to this policy. (c) No amendment of or endorsement to this policy an be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 16. SEVERABILITY. In the event any provision of the policy is held Invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision and all other provisions shall remain in full force and effect 17. NOTICES, WHERE SENT. All notices required to be given the Company and any statement in writing required to be furnished the Company shall Include the number of this policy and shall be addressed to the Company at 1 First American Way, Santa Ana, CA 92707, Attn: Claims Department. A AME1� N -1 First American Title Insurance Company POLICY OF TITLE INSURANCE We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information — particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govem the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Farr Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. ® 2001 The First American Corporation • All Rights Reserved A.- A/y LIMITED WARRANTY DEED No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ) not required. Certificate of Real Estate Vale No. .2010 Date nt County Auditor Deputy DEED TAX DUE: $1.65 Date: 2010 Document NO. OFFICE OF THE COUNTY RECORDER A 529911 CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#: r-- Certified Recorded on 12/12010 at 11:22 M ❑ PM 52991] un JIM' II I III County Rdecorder FOR VALUABLE CONSIDERATION, The Ryland Group, Inc., a Maryland corporation, Grantor, hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation, real property in Carver County, Minnesota, described in Exhibit A attached hereto and made a part hereof, together with all hereditaments and appurtenances belonging thereto. Grantor covenants and represents that: (1) This Deed conveys after -acquired title; and (2) Grantor has not made, done, executed or suffered any act or thing whereby the above -described property or any part thereof, now or at any time hereafter, shall or may be imperiled, charged or encumbered in any manner, and Grantor will warrant the title to the above -described property against all persons claiming the same from or through Grantor as a result of any such act or thing, except as listed in Exhibit B attached hereto and made a part hereof. Check box if applicable: © The Seller certifies that the seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. Consideration paid by Buyer to Seller for this conveyance is less than $500.00. [The remainder of this page is intentionally blank, signature page and Exhibits ro jollow. ] need ra. or 4� , oeia on / /O (Oew) Conservation Fee paid Carver County Aucgt , STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me on the 15 day of Wo U.DM i10�, 2010, by '—I A 1-1 Add , the 84 } U P of The Ryland Group, Inc., a Maryland corporation, on behalf of the corporation. [41State f PFARSON Notary Public State of Minnesota My Commission Expires January 31, 2015 Notorial Stamp or Seal (or other Title or Rank)'T WINTHROP & WEINSTINE, P.A. Capella Tower, Suite 3500 225 South Sixth Street Minneapolis, Minnesota 55402 (612)604-6400 7837.118 5603010vl SIGNAT OF NOTARY PUBLIC OR OTHER OFFICIAL Check here if part or all of the land is Registered (Torrens) ❑ Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 --I- Suite 450 Ij-7'bLgLeff- U't) Golden Valley, MN 55416 ATTN: Recording Dept. Exhibit A (Property Description) Outlot D, Pioneer Pass, according to the recorded plat thereof on file with the County Recorder of Carver County, Minnesota. Exhibit B (Exceptions) 1. All taxes and assessments due and payable in the year 2010 and thereafter. 2. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Company LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436; 3. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436; 4. Municipal code compliance matters and fees, including but not limited to, utilities, water, or sewer services or fees for tree, weeds, grass, snow or garbage removal, police boarding, vacant building registration and zoning; 5. Covenants, conditions, restrictions, declarations and easements of record, if any; 6. Reservation of minerals or mineral rights by the State of Minnesota, if any; 7. Building and zoning laws, ordinances, state and federal regulations; and 8. The plat of Pioneer Pass, Carver County, State of Minnesota, according to the recorded plat thereof. CU4I o4- E 9 ." 04;t LIMITED WARRANTY DEED Corporation to Corporation No delinquent taxes and transfer entered; Certificate of Real Estate Value ( filed ) not required. Certificate of Real Iistate Value No. " - 2010 Date County Auditor by:�i O.11i>a�!>tctiltr./ Deputy DEED TAX DUE: $956.74 Date: Azotz,1 2010 Document No. OFFICE OF THE A 5 2 9 910 GOUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#: Certified Recorded on 1211l2010 at 1122�M❑ PM IllnlllAlllllllll )ace reserved for recordin M undgren County Recorder data FOR VALUABLE CONSIDERATION, The Ryland Group, Inc., a Maryland corporation, Grantor, hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation, real property in Carver County, Minnesota, described in Exhibit A attached hereto and made a part hereof, together with all hereditaments and appurtenances belonging thereto. Grantor covenants and represents that: (1) This Deed conveys after -acquired title; and (2) Grantor has not made, done, executed or suffered any act or thing whereby the above -described property or any part thereof, now or at any time hereafter, shall or may be imperiled, charged or encumbered in any manner, and Grantor will warrant the title to the above -described property against all persons claiming the same from or through Grantor as a result of any such act or thing, except as listed in Exhibit B attached hereto and made a part hereof. Check box if applicable: O The Seller certifies that the seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. [ The reminder of this page is intentionally blank, signature and 6zhibit pages to follow. I Osed Tax of $ % J'� . -�Y raid on 2 —/—A5 (Dato1 Conservation Foe Paid Carver C<wnp/ lodRDa- SCANNED THE RY AND GROUP, INC. By: Its: I STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me on the L day of N)Olj�kr"LPn 2010, by �A n 1 ". W A the of The Ryland Group, Inc., a Maryland corporation, on behalf of the corporation. s"" JODI L. PEARSON a Notary Public State of Minnesota My Commission Expires January 31. 2015 Notorial Stamp or Seal (or other Title or Rank) T WINTHROP & WEINSTINE, P.A. Capella Tower, Suite 3500 225 South Sixth Street Minneapolis, Minnesota 55402 (612)604-6400 7x37.118 5577733vl SIGNA71V OF NOTARY PUBLIC -OR OTHER OFFICIAL Check here if part or all of the land is Registered (Torrens) ❑ Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 701 XenI "Aveennue S�olT�t1^ f 7�lt� ,�,( Suite 450 Golden Valley, MN 55416 ATTN: Recording Dept. Exhibit A (Property Description) Outlot E, Pioneer Pass, according to the recorded plat thereof on file with the County Recorder of Carver County, Minnesota. Exhibit B (Exceptions) 1. All taxes and assessments due and payable in the year 2010 and thereafter. 2. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Company LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436; 3. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436; 4. Municipal code compliance matters and fees, including but not limited to, utilities, water, or sewer services or fees for tree, weeds, grass, snow or garbage removal, police boarding, vacant building registration and zoning; 5. Covenants, conditions, restrictions, declarations and easements of record, if any; 6. Reservation of minerals or mineral rights by the State of Minnesota, if any; 7. Building and zoning laws, ordinances, state and federal regulations; and 8. The plat of Pioneer Pass, Carver County, State of Minnesota, according to the recorded plat thereof. PIONEER PASS PLAT FILE NO, CA. 00 N0. INSET A .e RE ILA TT'E N ra rwi>w ur• xo My ST.NR 10 53�• a rzw w� A N.AT .aw.nT T•[w N1oy�'3U / a �i • aowm �/T x� xw.rzxr ro.o 10 WW1 ,'3..a'1 -- o m yT wQ �a x.w.wuwT n w _ _ xp /vim`° .x.,.T N .unme x r 245.39 NOoWWW Is BLUFF CREEK BOULEVARD ; ud -,fig M1� � �� rwcww.oiwx r' OUTLOT E "NA �.. a sn xa.a • 057 JAMES R. HIL INC. ()Ld k'4 First American Title Insurance Company 701 Xenia Avenue South, Ste 450 Golden Valley, MN 55416 February 10, 2011 City of Chanhassen OutLot E Pioneer Pass Phase 1 Chanhassen, MN Policy Processor Phone: Order Number: Escrow Officer: Phone: Property: (763)852-3800 1178186E Gail Holt (763)786-9695 Out Lot D & E Pioneer Pass Phase 1 Chanhassen, Minnesota Attached please find the following item(s): A Policy of Title Thank You for your confidence and support. Customer First. RECEIyED FEB 1 5 2011 City Of CHANHASSEN (10-17-92) ALTA Owner's Policy Form B Policy No.: CO--11781868 Policy of Title Insurance ISSUED BY First American Title Insurance Company SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. First American Title Insurance Company President Attest: U secretary ALTA.Owner's Policy Order Number: 1178186E SCHEDULE A Amount of Insurance: $289,920.74 Policy Number: C01178186B Date of Policy: December 1, 2010 at 11:22 a.m. 1. Name of insured: City of Chanhassen 2. The estate or interest in the land which is covered by this policy is: Fee simple 3. Title to the estate or interest in the land is vested in: City of Chanhassen 4. The land referred to in this policy is described as follows: Real property in the City of Chanhassen, County of Carver, State of Minnesota, described as follows: Outlot E, Pioneer Pass, Carver County, Minnesota. ALTA Owner's Policy Order Number: 1178186B SCHEDULE B Policy Number: C01178186B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: Standard Exceptions: (a) Rights or claims of parties in possession not shown by the public records. (b) Easements, or claims of easements, not shown by the public records. (c) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey of inspection of the premises. (d) Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. (e) Taxes or special assessments which are not shown as existing by the public records. 2. The lien of the General Taxes due and payable in the year 2011, and thereafter. 3. Any and all levied or pending assessments. 4. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 5. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Group LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436. 6. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436. 7. Assessments, covenants, conditions, terms, restrictions, easements, and obligations contained in Development Contract between the developer and the City of Chanhassen, dated September 13, 2010, recorded December 1, 2010, as Doc. No. 529909, which does not contain a forfeiture of reversionary clause. Restrictions, if any, based on race, color, religion, sex, handicap, familial status, or national origin, are deleted. ENDORSEMENT Attached to Policy No. 1178186E Issued by First American Title Insurance Company The Company hereby amends its Owner Policy Jacket by providing that notwithstanding any other language in the policy to the contrary, the Company hereby agrees as follows: 1. The insurance company, agent, or broker is authorized to receive written or oral notice of claim, and any such notice given to the insurance company, agent or broker is considered notice to the Company. 2. This insurance contract is deemed to be made in Minnesota and any dispute resolution proceedings shall take place in Minnesota unless both parties agree otherwise. 3. The Company shall have the right to examine and audit the insured's books and records for up to one year after the end of the policy year. 4. The Company shall pay any definitely fixed liability for loss or damage within five business days from the date of receipt of any agreement entered into by the insured of any condition set forth in such agreement, whichever is later. 5. The Company shall have no subrogation rights under the insured if it is determined that the loss or damage is caused by unintentional acts of the insured, nor shall the Company have any right to proceed against any other person if that person is also insured by the Company against the same loss. 6. The Company's obligations to the Insured under the policy can be terminated only pursuant to Minnesota's statutory termination conditions. 7. The term "pro tanto" shall mean "to the extent". Therefore, if used in this policy, the term shall mean that the amount of insurance shall be reduced on a dollar for dollar basis to the extent of payments made under this policy except for payments made for costs, attorneys' fees and expenses. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the polity and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. Master Endorsement to Owner Policy EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: t. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (1) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land, (III) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded In the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Wghts of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the Insured claimant and not disclosed In writng to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which apses out of the transaction vesting in the Insured the estate or interest Insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (1) the transaction creating the estate or Interest Insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or Interest Insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. 1. DEFINITION OF TERMS. The following terms when used in this policy mean: (a) "insured": the insured named in Schedule A, and, subject to any rights or defenses the Company would have had against the named insured, those who succeed to the interest of the named Insured by operation of law as distinguished from purchase Including, but not limited to, heirs, distnbutees, devisees, survivors, personal representatives, next of kin, or corporate or fiduciary successors. (b) "insured claimant": an Insured claiming loss or damage. (c) "knowledge" or "known": actual knowledge, not constructive knowledge or notice which may be Imputed to an Insured by reason of the public records as defined in this policy or any other records which impart constructive notice of matters affecting the land. (d) "land": the land described or referred to In Schedule (A), and improvements affixed thereto which by law constitute real property. The term "land" does not Include any property beyond the lines of the area described or referred to in Schedule (A), nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access to and from the land is insured by this polity. (a) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (f) "public records": records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. With respect to Section 1(a)(iv) of the Exclusions From Coverage, "public records" shall also include environmental protection liens filed in the records of the clerk of the United States district court for the district in which the land is located. (g) "unmarketability of the title": an alleged or apparent matter affecting the title to the land, not excluded or excepted from coverage, which would entitle a purchaser of the estate or interest described in Schedule A to be released from the obligation to purchase by virtue of a contractual condition requiring the delivery of marketable title. 2. CONTINUATION OF INSURANCE AFTER CONVEYANCE OF TITLE. The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured only so long as the Insured retains an estate or Interest in the land, or holds an indebtedness Secured by a purchase money mortgage given by a purchaser from the insured, or only so long as the insured shall have liability by reason of covenants of warranty made by the Insured in any transfer or conveyance of the estate or Interest. This policy shall not continue in force in favor of any purchaser from the insured of either (i) an estate or Interest In the land, or (li) CONDITIONS AND STIPULATIONS an indebtedness secured by a purchase money mortgage given to the insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT. The insured shall notify the Company promptly In writing (1) in case of any litigation as set forth in Section 4(a) below, (ii) in case knowledge shall come to an insured hereunder of any claim of title or interest which is adverse to the title to the estate or Interest, as Insured, and which might cause loss or damage for which the Company may be liable by virtue of this policy, or (III) if title to the estate or interest, as insured, is rejected as unmarketable. If prompt notice shall not be given to the Company, then as to the insured all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Insured under this policy unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 4. DEFENSE AND PROSECUTION OF ACTIONS; DUTY OF INSURED CLAIMANT TO COOPERATE. (a) Upon written request by the insured and subject to the options contained in Section 6 of these Conditions and Stipulations, the Company, at Its own cost and without unreasonable delay, shall provide for the defense of an insured in litigation in which any third party asserts a claim adverse to the title or interest as insured, but only as to those stated rouses of action alleging a defect, lien or encumbrance or other matter insured against by this policy. The Company shall have the night to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the insured as to those stated causes of action and shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs or expenses incurred by the Insured In the defense of those causes of action which allege matters not insured against by this policy. (b) The Company shall have the right, at its own cost, to institute and prosecute any action or proceeding or to do any other act which in its opinion may be necessary or desirable to establish the tide to the estate or interest, as Insured, or to prevent or reduce loss or damage to the insured. The Company may take any appropriate action under the terms of this policy, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this policy. If the Company shall exercise Its rights under this paragraph, it shall do so diligently. (c) Whenever the Company shall have brought an action or interposed a defense as required or permitted by the provisions of this policy, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, In its sole discretion, to appeal from any adverse judgment or order. (d) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding, the Insured shall secure to the Company the right to so prosecute or provide defense in the action or proceeding, and all appeals therein, and permit the Company to use, at Its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable aid (1) in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (li) in any other lawful act which In the opinion of the Company may be necessary or desirable to establish the title to the estate or Interest as Insured. If the Company Is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such cooperation. S. PROOF OF LOSS OR DAMAGE. In addition to and after the notices required under Section 3 of these Conditions and Stipulations have been provided the Company, a proof of loss or damage signed and sworn to by the insured claimant shall be furnished to the Company within 90 days after the Insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect in, or lien or encumbrance on the tide, or other matter insured against by this policy which cons bates the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the insured claimant to provide the required proof of loss or damage, the Company's obligations to the insured under the policy shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, with regard to the matter or matters requiring such proof of loss or damage. In addition, the insured claimant may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Policy, which reasonably pertain to the loss or damage. Further, if requested by any authodzed representative of the Company, the insured claimant shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the loss or damage. All Information designated as confidential by the Insured claimant provided to the Company pursuant to this Section shall not be disclosed to Others unless, in the reasonable judgment of the Company, R is necessary in the administration of the claim. Failure of the Insured claimant to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in this paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this policy as to that claim. 6. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS; TERMINATION OF LIABILITY. In case of a claim under this policy, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance. To pay or tender payment of the amount of insurance under this policy together with any costs, attorneys' fees and expenses incurred by the Insured claimant, which were authorized by the Company, up to the time of payment or tender of payment and which the Company is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations to the Insured under this policy, other than to make the payment required, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation, and the policy shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other than the Insured or With the Insured Claimant. (1) to pay or otherwise settle with other parties for or in the name of an insured claimant any claim insured against under this policy, together with any costs, attorneys' fees and expenses Incurred by the insured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay; or (ii) to pay or otherwise settle with the insured claimant the loss or damage provided for under this policy, together with any costs, attorneys' fees and expenses incurred by the Insured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of either of the options provided for in paragraphs (b)(i) or (ii), the Company's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend, prosecute or continue any litigation. 7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE. This policy is a contact of Indemnity against actual monetary lass or damage sustained or incurred by the Insured claimant who has suffered loss or damage by reason of matters Insured against by this policy and only to the extent herein described. (a) The liability of the Company under this policy shall not exceed the least of: (1) the Amount of Insurance stated in Schedule A; or, (ii) the difference between the value of the Insured estate or interest as insured and the value of the Insured estate or interest subject to the defect, Alen or encumbrance Insured against by this policy. (b) In the event the Amount of Insurance stated in Schedule A at the Date of Policy is less than 80 percent of the value of the Insured estate or Interest or the full consideration paid for the land, whichever is less, or if subsequent to the Date of Policy an Improvement Is erected on the land which Increases the value of the Insured estate or interest by at lease 20 percent over the Amount of Insurance stated in Schedule A, then this policy is subject to the following: (i) where no subsequent improvement has been made, as to any partial loss, the Company shall only pay the loss pro rata in the proportion that the amount of insurance at Date of Policy bears to the total value of the insured estate or interest at Date of Policy; or (ii) Where a subsequent Improvement has been made, as to any partial loss, the Company shall only pay the loss pro rota in the proportion that 120 percent of the Amount of Insurance stated in Schedule A bears to the sum of the Amount of Insurance stated in Schedule A and the amount expended for the improvement. The provisions of this paragraph shall not apply to costs, attomeys' fees and expenses for which the Company is liable under this policy, and shall only apply to that portion of any loss which exceeds, in the aggregate, 10 percent of the Amount of Insurance stated in Schedule A. (c) The Company will pay only those costs, attorneys' fees and expenses incurred in accordance with Section 4 of these Conditions and Stipulations. 8. APPORTIONMENT. If the land described In Schedule (A)(C) consists of two or more parcels which are not used as a single site, and a loss is established affecting one or more of the parcels but not all, the loss shall be computed and settled on a pro rata basis as if the amount of insurance under this policy was divided pro rats as to the value on Date of Policy of each separate parcel to the whole, exclusive of any improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each parcel by the Company and the insured at the time of the Issuance of this policy and shown by an express statement or by an endorsement attached to this policy. 9. LIMITATION OF LIABILITY. (a) If the Company establishes the title, or removes the alleged defect, Alen or encumbrance, or cures the lack of a right of access to or from the land, or cures the claim of unmarketability of title, all as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed Its obligations with respect to that matter and shall not be liable for any loss or damage mused thereby. (b) In the event of any litigation, Including litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title as insured. (c) The Company shall not be liable for loss or damage to any Insured for liability voluntarily assumed by the Insured in settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY. All payments under this policy, except payments made for costs, attorneys' fees and expenses, shall reduce the amount of the insurance pro tanto. 11. LIABILITY NONCUMULATIVE. It is expressly understood that the amount of insurance under this policy shall be reduced by any amount the Company may pay under any policy Insuring a mortgage to which exception is taken in Schedule B or to which the insured has agreed, assumed, or taken subject, or which Is hereafter executed by an insured and which is a charge or lien on the estate or interest described or referred to in Schedule A, and the amount so paid shall be deemed a payment under this policy to the insured owner. 12. PAYMENT OF LOSS. (a) No payment shall be made without producing this policy for endorsement of the payment unless the policy has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within 30 days thereafter. (c) When a settlement of all or any part of a claim has been agreed to in a written settlement agreement with the Insured and the amount of a loss is agreed upon therein, the loss shall be payable within five (5) business days after the later of (1) receipt by the Company of the executed settlement agreement, or (2) the date the Company is informed of the satisfactory performance of the conditions, if any, which are required to be satisfied as a condition of payment. 13. SUBROGATION UPON PAYMENT OR SETTLEMENT. (a) The Company's Right of Subrogation. Whenever the Company shall have settled and paid a claim under this policy, all right of subrogation shall vest in the Company unaffected by any act of the insured daimant. The Company shall be subrogated to and be entitled to all rights and remedies which the insured claimant would have had against any person or property In respect to the Balm had this policy not been issued. If requested by the Company, the Insured claimant shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The insured claimant shall permit the Company to sue, compromise or settle in the name of the insured claimant and to use the name of the insured claimant in any transaction or litigation Involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the insured claimant, the Company shall be subrogated to these rights and remedies in the proportion which the Company's payment bears to the whole amount of the loss. If loss should result from any act of the Insured claimant, as stated above, that act shall not void this policy, but the Company, in that event, shall be required to pay only that part of any losses Insured against by this policy which shall exceed the amount, if any, lost to the Company by reason of the Impairment by the Insured clalmant of the Company's right of subrogation. (b) The Company's Rights Against Non -Insured Obligors. The Company's right of subrogation against non- insured obligors shall exist and shall Include, without limitation, the rights of the insured to Indemnities, guaranties, other policies of insurance or bonds, notwithstanding any terns or conditions contained In those instruments which provide for subrogation rights by reason of this policy. 14. ARBITRATION. Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the insured arising out of or relating to this policy, any service of the Company in connection with its Issuance or the breach of a policy provision or other obligation. All arbitrable matters when the Amount of Insurance Is $1,000,000 or less shall be arbitrated at the option of either the Company or the insured. All arbitrable matters when the Amount of Insurance is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Insured. Arbitration pursuant to this policy and under the Rules In effect on the date the demand for arbitration is made or, at the option of the insured, the Rules in effect at Date of Policy shall be binding upon the parties. The award may include attorneys' fees only If the laws of the state In which the land is located permit a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the silos of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 15. LIABILITY LIMITED TO THIS POLICY; POLICY ENTIRE CONTRACT. (a) This policy together with all endorsements, if any, attached hereto by the Company is the entire policy and contract between the insured and the Company. In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest covered hereby or by any action asserting such claim, shall be restricted to this policy. (c) No amendment of or endorsement to this policy can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 16. SEVERABILITY. In the event any provision of the policy is held invalid or unenforceable under applicable law, the policy shall be deemed not to include that provision and all other provisions shall remain in full force and effect. 17. NOTICES, WHERE SENT. All notices required to be given the Company and any statement In writing required to be furnished the Company shall include the number of this policy and shall be addressed to the Company at 1 First American Way, Santa Ana, CA 92707, Attn: Claims Department. ti $� A M E R I � C FA First American Title Insurance Company POLICY OF TITLE INSURANCE We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information — particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. ® 2001 The First American Cotpmation • All Rights Reserved fN ,n1.1 Al;t LUMMD WARRANTY DEED Corporation to Corporation No delinquent taxes and transfer entered; Certificate of Real Estate Value (�) filed not required. Certificate of Real Estate Value No. t 2010 C Date L�ihat�i� CountyAuditor bx:�1 C/.l%lAil��tn/ Deputy DEED TAX DUE: $956.74 Date: 2010 Docunwt No. OFFICE OF THE A 529910 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee: $46.00 Receiptli: Certified Recorded on 12/1/2010 at 11:22. ❑ PM 1111111111111 undgren my Recorder FOR VALUABLE CONSIDERATION, The Ryland Group, Inc., a Maryland corporation, Grantor, hereby conveys and quitclaims to the City of Chanhassen, a Minnesota municipal corporation, real property in Carver County, Minnesota, described in Exhibit A attached hereto and made a part hereof, together with all hereditaments and appurtenances belonging thereto. Grantor covenants and represents that: (1) This Deed conveys after -acquired title; and (2) Grantor has not made, done, executed or suffered any act or thing whereby the above -described property or any part thereof, now or at any time hereafter, shall or may be imperiled, charged or encumbered in any manner, and Grantor will warrant the title to the above -described property against all persons claiming the same from or through Grantor as a result of any such act or thing, except as listed in Exhibit B attached hereto and made a part hereof. Check box if applicable: ® The Seller certifies that the seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document. ❑ I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. [The reminder of this page is intentionally blank signature and Exhibit pages to jollaw. J Paid on 2 — —A) (Data) Conservavo Fee pap Carver County Auditr STATE OF MINNESOTA ss. COUNTY OF HENNEPIN WE R 1 GROUP INCI I &XA ' This instrument was acknowledged before me on the 1 day of 2010by a.rt 9 the of The Ryland Group, Inc., a Maryland corporation, on behalf of the corporation. JODI L. f EARSON Notary Public 10 State of Minnesota My Commission Expires January 31, 2015 Notorial Stamp or Seal (or other Title or Rank) T WDMMOP & WEINSTINE, P.A. Capella Tower, Suite 3500 225 South Sixth Street Minneapolis, Minnesota 55402 (612)604-6400 7837.113 557773h1 SIGNSIGNATEU O • ITOTARY IJBI-IC7DR OTHER OFFICIAL Check here if part or all of the land is Registered (Torrens) ❑ Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 rm'vv 756 701 Xenl AVenue o,� Suite 450 7 Golden Valley, MN 55416 ATTN:Recording Dept. Exhibit A (Property Description) Outlot E, Pioneer Pass, according to the recorded plat thereof on file with the County Recorder of Carver County, Minnesota. Exhibit B (Exceptions) 1. All taxes and assessments due and payable in the year 2010 and thereafter. 2. Terms and conditions of Special Assessment Agreement between Peterson -Jacques Farm Land Company LLC and the City of Chanhassen recorded July 27, 2006 as Doc. No. 446436; 3. Access to Trunk Highway No. 312 is restricted as shown by Doc. No. 503436; 4. Municipal code compliance matters and fees, including but not limited to, utilities, water, or sewer services or fees for tree, weeds, grass, snow or garbage removal, police boarding, vacant building registration and zoning; 5. Covenants, conditions, restrictions, declarations and easements of record, if any; 6. Reservation of minerals or mineral rights by the State of Minnesota, if any; 7. Building and zoning laws, ordinances, state and federal regulations; and 8. The plat of Pioneer Pass, Carver County, State of Minnesota, according to the recorded plat thereof. 0 CITY OF CHANHASSEN MOTION: PC DATE: July 6, 2010 CC DATE: July 12, 2010 1fl REVIEW DEADLINE: August 3, 2010 CASE #: 10-09 BY: AF, RG, TH, ML, JM, JS "The Chanhassen Planning Commission recommends that City Council approve the Pioneer Pass development subject to the conditions of the staff report." And, Adoption of the attached Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting approval of a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands — PIONEER PASS. LOCATION: North of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive D APPLICANT: Ryland Homes Peterson -Jacques Farm Land Co., LLC 7599 Anagram Drive 15900 Flying Cloud Drive Eden Prairie, MN 55344 Eden Prairie, MN 55347 (952)229-6007 msonsteg@ryland.com PRESENT ZONING: Residential Low and Medium Density (RLM) and Agricultural Estate (A2) 2020 LAND USE PLAN: Residential — Low Density (net density 1.2 — 4.0 units per acre) ACREAGE: 63.4 acres DENSITY: gross: 1.48; net: 3.53 LEVEL OF CITY DISCRETION IN DECISION - MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. semm s Planning Commission Pioneer Pass July 6, 2010 Page 2 of 28 The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City has limited discretion in approving or denying wetland alteration permits, based on whether or not the proposal meets the wetland alteration permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable wetland alteration permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for variances. The City has a relatively high level of discretion with a variance because of the burden of proof is on the applicant to show that they meet the standards in the ordinance. PROPOSAUSUMMARY The developer is requesting approval for a 94-lot single-family development. North of the project is The Preserve development, which will contain 150 single-family homes on smaller lots, Planning Case 06- 14. To the east across Bluff Creek, NDI has extended the preliminary approvals for a 144-unit townhouse development (Planning Case #05-24 — Liberty at Creekside). Pioneer Pass must provide a small segment of right-of-way (Outlot A) to connect the projects to the north and east. To the south is realigned Pioneer Trail, Bluff Creek Drive and Highway 212. To the west, K. Hovnanian T&C Homes at Minnesota is developing a 444-unit townhouse project (Planning Case 05-11— Liberty on Bluff Creek), The central portion of the site has been farmed. The high point on the property is located in the west central portion of the site with an elevation of 958. The low point on the site is located in the northern portion of the property with an elevation of 866. The Bluff Creek primary corridor is located in Outlot B. This Outlot may either be dedicated or donated to the City or have a conservation easement recorded over it. Water and sewer were extended to the area in conjunction with the 2005 MUSA utility extension project. The project included the construction of Bluff Creek Boulevard, which includes a pedestrian underpass for the Bluff Creek corridor trail. Subject to the conditions included in the staff report, staff is recommending approval of the project. Planning Commission Pioneer Pass July 6, 2010 Page 3 of 28 APPLICABLE REGUATIONS Chapter 7, Article III, Excavating, Mining, Filling and Grading Chapter 18, Subdivisions Chapter 20, Article II, Division 3, Variances Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article IV, Division 5, Interim Use Permits Chapter 20, Article Vl, Wetland Protection Chapter 20, Article XIV, Division 1, Residential Low and Medium Density District Chapter 20, Article XXXI, Bluff Creek Overlay District On September 25, 2006, the Chanhassen City Council approved the Final Plat for Pioneer Pass (Planning Case #06-09) creating 53 lots, 7 outlots and right -of --way for public streets. However, the developer did not execute the development contract or final plat documents and the subdivision became void. On April 24, 2006, the Chanhassen City Council approved Planning Case #06-09 which included the following: A. Comprehensive plan Land Use Amendment from Residential — Medium Density and OfficelIndustrial to Residential - Low Density of the land within the Plat of Pioneer Pass except for Outlots A, B, C, D and G. B. Rezoning of the land within the Plat for Pioneer Pass except for Outlots A, B, C, D and G, Pioneer Pass, from Agricultural Estate District, A2, to Residential Low and Medium Density District, RLM. C. Preliminary Plat for "Pioneer Pass" creating 81 lots, 9 outlots and right-of-way for public streets. D. Wetland Alteration Permit for the grading and filling of wetlands on property. E. Conditional Use Permit to permit development within the Bluff Creek Overlay District with a variance for encroachment into the primary zone to construct a stormwater pond. On August 8, 2005, the Chanhassen City Council approved a Planned Unit Development concept plan for a low -density residential development consisting of 120 units of twin and single-family homes. However, the project never proceeded beyond the concept stage review. On December 8, 2003, the City approved the 2005 MUSA Alternate Urban Areawide Review (AUAR). This document was intended to review and provide mitigation measures for all development within the 2005 MUSA area. At the time of development review, each property within the 2005 MUSA area is required to reimburse the City for their propositional share, based Planning Commission Pioneer Pass July 6, 2010 Page 4 of 28 on the land area, of the costs for completion of the AUAR. This property is responsible for $23,649.00 as their portion of the 2005 AUAR. With the update of the comprehensive plan in 1998, this property was given two land use alternatives: Residential -Medium Density and Office/Industrial, as well as Parks and Open Space within the Bluff Creek Corridor. SUBDIVISION REVIEW The developer is requesting subdivision approval to create 94 lots, 4 outlots and right-of-way for public streets. The development is proposed in two phases with the first phase consisting of 44 lots in the southern half of the development as well as the construction of Bluff Creek Drive from Bluff Creek Boulevard to Pioneer Trail. The second phase would consist of 50 lots in the northern half of the development. Lots range in size from 9,144 square feet to 20,740 square feet with an average lot size of 12,319 square feet. With the exception of Lot 20, Block 2, which shall be revised to comply with the regulations for lot depth, the proposed development complies with the requirements of the Residential Low and Medium Density District, RLM, standards. PARKS & OPEN SPACE Ryland Homes is proposing to develop 94 homes, a collector street, and an 8.7-acre city park on property owned by the Peterson -Jacques Farm Land Company, LLC. The collector street will connect the roundabout at Bluff Creek Boulevard to the signalized intersection at Bluff Creek Drive and Pioneer Trail. Homes will be accessed from one of three residential streets, two connecting to the new collector and one from the existing Bluff Creek Boulevard. The park is proposed to be located in the southwest quadrant of the plat adjacent to the Liberty at Bluff Creek neighborhood. Acquisition of the parkland will be accomplished through a combination of dedication and fee purchase. The park will be developed through a cooperative agreement between the applicant and the City. It is proposed that park development be completed concurrent with the completion of the first Planning Commission Pioneer Pass July 6, 2010 Page 5 of 28 phase of housing. Pioneer Pass Park will be the first new neighborhood park added to the City's park system in 15 years. Comprehensive Park Plan The City's comprehensive park plan calls for a neighborhood park of 10-25 acres in size to be located within one-half mile of every residence in the City. Acquisition and development of the 8.7-acre Pioneer Pass Park will satisfy this requirement for all the new homes being built in Pioneer Pass and for the entire Liberty on Bluff Creek Neighborhood. A small percentage of the Preserve neighborhood, located north on Bluff Creek Boulevard, also resides within this one-half mile service area. The City retained Hoisington Koegler Group to prepare a concept plan for the proposed park area. Since the original concept was developed, four proposed lots and a cul-de- sac street have been added to the park outlot. This additional property will allow the park to stretch out a bit more and accommodate the addition of a sliding hill. Comprehensive Trail Plan The new collector road includes plans for a pedestrian trail on the east side and a sidewalk on the west. The current submittal depicts these public improvements terminating at the southern border of the plat. Both the sidewalk and the trail will need to be continued south to existing connection points at Pioneer Trail. Additionally, the plans shall be revised to show the trail on the west side of Bluff Creek Drive and the sidewalk on the east side of Bluff Creek Drive. Residents residing in Pioneer Pass will also have access to the Bluff Creek Trail network. Existing trails along Bluff Creek Boulevard will lead future residents to the trail underpass at Bluff Creek. A sidewalk is currently depicted on the proposal along Street A. A sidewalk should also be incorporated into the plan on Street D to afford convenient access from the neighborhood to the park. GRADING, DRAINAGE AND EROSION CONTROL Wetlands In October of 2005, Graham Environmental Services delineated seven wetlands on the property identified as the Peterson property. Of these wetlands, three are located on the subject property to be platted at Pioneer Pass. Wetlands A, B and F were found to be jurisdictional wetlands in the Graham report. In the plans prepared by JR Hill, wetland A is included as wetland A and wetland Z as the construction of the roundabout fragmented this wetland. Wetland B has the same nomenclature in both the report and the plan set. Wetland F from the Graham report is not identified in the plan set but is located in the southwest corner of the property with the majority of the basin within MnDOT right-of-way. Planning Commission Pioneer Pass July 6, 2010 Page 6 of 28 The plan calls for wetlands A and Z, which are remnants of the original wetland A, to be filled in their entirety but no other wetlands will be impacted. However, the approved mitigation plan from May of 2006 indicates that Wetland I is to be impacted and it is this impact that requires the mitigation as wetlands A and Z are merely remnant wetlands from a previous impact which has already been mitigated (see Wetland Alteration Permit section for further discussion). The impacts will be mitigated for by the creation of a new wetland area immediately adjacent to Wetland B. The mitigation area must meet the design criteria described in Minnesota Rules Chapter 8420.0528 and a detailed vegetation management and monitoring plan must be provided as required by Minnesota Chapter 8420.0810. The current plan shows a buffer area around the Mitigation Area 1 only, not the remaining wetlands on the property. Chanhassen City Code requires that a buffer be preserved or created around all wetlands on a property. Because this area was in agricultural production and is not likely to support a community of native vegetation, the applicant will need to establish a native buffer. This will need to be shown on the plans and buffer signs will need to be placed. The applicant should work with City Staff concerning the purchase and placement of the signs. Lakes and Bluffs There are no lakes located on or within 1000 feet of the subject property. A tributary of Bluff Creek is located southwest of the property and Bluff Creek proper is located northeast of the subject property. In both instances, there are no lots within the Shoreland Overlay Management District. There are several areas with steep slopes on the subject property; primarily to the north. A review of the topography indicates that while the areas have a substantial elevation change and long runs, none meet the criteria to be considered a bluff. Care should be taken during the design and construction to assure that these areas are protected from erosion. The soil boring report should be made available to the City for review. Planning Commission Pioneer Pass July 6, 2010 Page 7 of 28 Grading and Erosion The current high point of the property is generally located east of the Bluff Creek Boulevard roundabout. The developer proposes to grade the area within Phase 1 in the fall of 2010. In spring 2011 the developer intends to grade the remainder of the site in order to allow the 20-foot fill area on the east side of the site to consolidate until the area is final platted. The grading plan shows that a small area within K. Hovnanian's Liberty on Bluff Creek development will be graded with the project. The developer must coordinate this work and the restoration with the homeowners association. The developer must obtain approval to complete the off -site grading required to construct a collector road (Bluff Creek Drive) to Pioneer Trail. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. A drain tile service stub must be provided for any lot that drains from the back to the front. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. Verify the first floor elevation of Lots 1 through 3, Block 1. Based on the grading plan these elevations will be 10 feet higher than what is shown on the plan. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. Proof of permit acquisition should be provided to the City prior to the commencement of any earth -disturbing activities. A Storm Water Pollution Prevention Plan (SWPPP) needs to be provided for review. Sheet 3.1 - Erosion and Sediment Control Details has some of the SWPPP requirements but it is not specific to this site. The Carver Soil and Water Conservation District reviewed page 3.1 and has indicated that they will not issue a storm water management permit until the SWPPP is written specific to this site. James R. Hill, Inc. indicated that an area of consolidation was needed because of the depths of fill materials to be placed. This area is to be graded and sit for one year. An erosion control plan specific to this area will be required. It should include, at a minimum, the subject area, the timing, any structural erosion and sediment control BMPs and any temporary seeding. If this entire site is to be open at one time, temporary ponding will be required. This will need to be shown on a plan. Some general notes of concern pertain to the manner in which proposed grades are to match existing grades. Of significant concern is the backyard of Lot 7, Block 1. The proposed grade match will create a concentrated flow condition in a known highly erodible soil. The same Planning Commission Pioneer Pass July 6, 2010 Page 8 of 28 condition is created in the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail. It is unclear from the plan which, if any CBMH, proposed or existing, will have inlet protection measures installed. There are several locations where it will be necessary such as the northern intersection of Road A and Bluff Creek Boulevard. Also, until final stabilization is achieved, inlet protection will be required at all CB shown in the backyards. Retaining Walls The grading plan identifies a retaining wall as shown in red on the diagram below. The maximum height of this retaining wall is 15 feet; therefor, the wall must be designed by a Structural Engineer registered in the State of Minnesota and a building permit is required. The developer has indicated that retaining walls will likely be installed at the locations shown in blue on the diagram below. Staff supports the installation of these retaining walls since they will provide a flatter, more usable backyard space for the homes on each side of the retaining wall. The actual location, height and length of each wall will be identified in the final grading plan. c1 F Planning Commission Pioneer Pass July 6, 2010 Page 9 of 28 Retaining walls constructed with the development will be the responsibility of the homeowners association. Surface Water Management Connection Charges Water Ouality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $2,540 per acre. Assessable area is equal to the total area less that portion which is within Outlots A, B, C and D and public right-of-way for Bluff Creek Boulevard. This area equals 32.439 acres. Therefore, the gross water quality fees associated with this project are 32.439 acres multiplied by $2,540/acre or $82,395.06. Water Ouantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage in addition to mitigation for flood damage. Single-family residential developments have a connection charge of $2,640 per developable acre. This results in a water quantity fee of approximately $85,638.96 for the proposed development. SWMP Credits This project proposes the construction of three NURP basins. The applicant will be credited for 50% of the water quality charge for each acre draining to a NURP basin on site. Sub -catchment areas 2, 6, 7 and 9 are all treated in the three NURP basins. Credit for this treatment will be $40,703.50 or ($2540(0.5)*32.05ac]. There will be three outlet structures with BMPs for rate control and the removal of floatables. These three structures result in a $7,500 credit. At this time, the estimated total net SWMP fee, due payable to the City at the time of final plat recording, is $119,830.52. Drainage The applicant provided a summary of the HydroCAD model. While there is some change to the watershed boundaries, approximately the same areas are draining to the same receiving waters post -development as pre -development. They have reduced the 100-year runoff rates in post - development conditions. There are two exceptions to this. Subcatchment area 3S now runs west to Bluff Creek Boulevard where the existing infrastructure appears adequate to handle this relatively minor increase in discharge rate. The other exception is subcatchment 8S in the southeast corner. This area will now discharge to MnDOT right-of-way. The applicant will need to get approval from the Department of Transportation prior to redirecting runoff to this area. The model also assumes that most of the residential lots will be in the hydrologic group B. In some areas there are cuts as deep as 19 feet so that the C horizon is exposed. Unless it is the Planning Commission Pioneer Pass July 6, 2010 Page 10 of 28 intent of the applicant to place several feet of suitable topsoil, the resulting soil condition will be clay that will be compacted as a result of the construction activity. Those areas without a cut are no more likely to be B type soils upon completion of the grading as many of these areas have between eight (8) feet and twenty (20) feet of fill. The model should be revised to reflect a more accurate post -development soil condition. There are some concerns regarding the backyard drainage, particularly between Street B and Street C as well as between Street C and Street D. The drainage swale must be contained within a drainage and utility easement. City Code requires that anywhere there is drainage from back to front, as is the case between lots 16 & 17 and between lots 18 & 19 of Block 2, a drain tile needs to be installed. Further, given the presence of wetlands elevated on the site, it is evident that there exists subsurface drainage near the surface. This is further supported by the presence of Hamel loam at the west end of the proposed Street B. Hamel loam is known to have a seasonally high water table less than one (1) foot from the surface. Hamel loam is also found approximately in the proposed location of Lots 1, 2, 3, 41 and 42 of Block 3. The bulk of the remaining area is dominated by Lester -Kilkenny Soils which have a seasonally high water table within 3 feet of the soil surface. Because of this, drain tile should be installed at back -of -curb from Lot 12 to the CBMH in front of Lot 19, Block 2 and is highly recommended in front of the previously mentioned lots on Block 3. Swales are proposed in the backyards between all proposed streets. Most have adequate easement and the grading is designed such that it should be contained within that easement. The exception is the backyards between Street B and Street C. The proposed grading pushes the water to the houses along street B and the proposed swale is not within the drainage and utility easement. This must be revised so that the swale is contained within the drainage and utility easement. The configuration of the inlet and outlet for Pond 2 is arranged in such a manner that short- circuiting of the system is highly probable. For this reason the outlet should be moved further west from the currently proposed location. The proposed outlet for Pond 6 discharges directly to an existing gully which is showing significant degradation due to erosion. The proposed outlet will only act to exacerbate this problem. For this reason, and to avoid further encroachment into the Bluff Creek Overlay District, the outlet should be moved further south so it discharges at the angle point of the 20-foot grading limit line approximately 75 feet from the proposed outlet. Energy dissipation and soil stabilization best management practices should be employed so that new gullies, rills or escarpments do not form. Materials such as Scour Stoprm, Erosion Control Blanket P42TM, or other similar turf reinforcement mat products should be installed in conjunction with traditional rip -rap. The establishment of woody vegetation in the form of dense shrubs, such as sandbar willow, beyond the outlet would be strongly encouraged as well. Bluff Creek Overlay District The subject property is encumbered by the Bluff Creek Overlay District to the north, northeast and southwest. No lots are proposed within the overlay district but a stormwater pond, wetland mitigation and some utilities will be constructed within the overlay district. This will require a conditional use permit and a variance. Planning Commission Pioneer Pass July 6, 2010 Page 11 of 28 Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Carver SWCD, Minnesota Department of Transportation, et al) and comply with their conditions of approval. UTILITIES Trunk sanitary sewer and watermain to serve the proposed development were constructed with the 2005 MUSA Expansion Improvements, City Project 04-05. Lateral sanitary sewer and watermain within the development will extend from the existing trunk facilities within Bluff Creek Boulevard. An additional lateral sanitary sewer connection is proposed from the existing eight -inch stub at Freedom Lane, within the Liberty on Bluff Creek development to the west. Due to the grade variation within the site some segments of the sanitary sewer will exceed 16 feet in depth. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. The sanitary sewer between Lots 5 and 6, Block 1 is up to 30 feet deep. If the pipe needed to be repaired in the future, traditional open cut method would not be possible due to the proximity of the homes; therefore, this sewer segment must be installed within a steel casing pipe. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $1,418/unit of the sanitary sewer hookup fee and $3,775/unit of the water hookup fee. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges do not apply. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory Planning Commission Pioneer Pass July 6, 2010 Page 12 of 28 agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. STREETS The developer will construct Bluff Creek Drive from the existing roundabout to Pioneer Trail. The southern 400 feet of this street lies outside of the plat and within Minnesota Department of Transportation (MnDOT) right-of-way for Highway 212. Based on the final alignment of Highway 212 MnDOT has indicated that this right-of-way will likely be turned back in the future. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct this street. The developer proposes to construct four public streets within the development. All public streets shall be 31 feet wide within a 60-foot wide right-of-way. Street A will connect to Bluff Creek Boulevard at two locations: at the existing intersection at Commonwealth Drive and approximately 1000 feet from the existing roundabout. Street D will connect approximately 310 feet west of Street A at Bluff Creek Boulevard. Streets B and C are cul-de-sacs that will extend from Street A. The cul-de-sacs shall be 90 feet in diameter within a 120-foot wide right-of-way. The grade of the public streets must be adjusted so that they do not exceed 8%. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. The Arterial Collector Roadway Fee will be waived since the developer will be constructing Bluff Creek Drive (a collector road). ASSESSMENTS There are three deferred assessment on this property: 1. 2005 MUSA Area Expansion: $301,044.41 2. Bluff Creek Boulevard Improvements: $1,017,682.41 3. Highways 101 and 212/Lyman Boulevard improvements: $188,659.46 All assessments are for 7 years at 6% interest. If the assessments plus accumulated interest are not paid in full with the final plat, the amounts can be re -spread to the lots within the final plat. If the developer chooses to reassess, the assessment amounts will be included in the letter of credit calculation. LANDSCAPING AND TREE PRESERVATION The proposed landscape plan for Pioneer Pass has been reviewed. The following calculations are based on the submitted plans dated 6/4/10. Planning Commission Pioneer Pass July 6, 2010 Page 13 of 28 Total upland area (excluding wetlands, bluffs, park) 35.03 ac. Baseline canopy coverage 3.2% or 1.11 ac. Minimum canopy coverage allowed 25% or 8.76 ac. Proposed tree preservation .9% or .33 ac. Developer does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage .78 ac. Multiplier 1.2 Total replacement .94 ac. or 40,772 SF Total number of trees to be planted 37 trees In addition, the applicant must increase canopy coverage to meet the minimum 25 percent required. The calculations are follows: Total reforestation area (8.76-1.11 ac.) 7.65 ac or 333,234 SF Required canopy coverage 306trees (one tree provides 1,089 SF of canopy) The total number of trees required for the development is 343. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — 38 overstory trees 43 overstory trees residential lots along 76 understory trees 44 understory trees collector road 114 shrubs 0 shrubs 1900', 15' width Bufferyard B — Park 11 overstory trees 19 overstory trees property 22 understory trees understory trees 1100', 30' width 1 22 shrubs Ishrubs Boulevard trees — Bluff 63 trees 49 trees Creek Blvd. Applicant does not meet total minimum requirements for bufferyard and boulevard tree plantings. Staff recommends accepting the proposed number of boulevard trees. The plan shows proper spacing for long -tern health. The applicant should create more diversity in the boulevard groupings and allow no more than 10 trees of a species grouped together. The applicant shall revise the landscape plan to show more variation in boulevard plantings. Staff recommends that the applicant increase the bufferyard planting to meet minimum ordinance requirements. The applicant shall increase the number of understory and shrub plantings in order to meet the minimum amounts required. Lots 13, 14, 25 and 26, Block 2 shall receive an Planning Commission Pioneer Pass July 6, 2010 Page 14 of 29 increased number of evergreen plantings to shield the properties from oncoming traffic headlights. Staff recommends that the applicant include native plantings along the north Bluff Creek Overlay District primary line. This area north of the line is being impacted by grading and a restoration plan shall be developed by the applicant and approved by the city for this area. MISCELLANEOUS The developer must submit a list of proposed street names for review and approval prior to final plat of the property. The developer shall provide a 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. Demolition permits must be obtained before demolishing any existing structures. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. Retaining walls over four feet high require a building permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). No burning permits will be issued. Trees and shrubs must be removed from site or chipped. As part of the previous development review in 2006, a noise study was completed for the project. Based on that study, a 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right -of --way. COMPLIANCE TABLE Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25% side-5' (garage side), 10' (house side); rear- 251; Coverage: 35% Ll Bl 18,504 90 206 40' primary zone setback, corner lot L2 Bl 13,460 80 185 40' primary zone setback L3 Bl 12,242 71 166 40' primary zone setback L27 B1 15,288 64 165 L28 Bl 12,173 64 149 L29 Bl 10,310 70 139 L30 B1 9,972 72 138 L31 B1 9,972 72 138 L32 Bl 10,081 71 137 L33 B1 10,439 69 135 L34B1 10,628 81 136 L35 Bl 13,141 103 134 Corner lot Ll B2 13,449 90 152 Comer lot L2 B2 11,018 69 146 L3 B2 10,613 79 144 L4 B2 10,485 80 142 L5 B2 17,135 200 140 Irregular shape lot L6 B2 10,773 87 120 Corner lot L7 B2 10,178 97 128 Planning Commission Pioneer Pass July 6, 2010 Page 16 of 29 Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side), 10' (house side); rear- 25'; Coverage: 35% L8 B2 10,225 77 139 L9 B2 10,946 93 136 L10 B2 11,714 53 139 Ll1 B2 17,483 46* 142 Double fronting lot L12 B2 13,391 46* 146 Double fronting lot L13 B2 18,974 46* 166 Double fronting lot L14 B2 19,240 46* 161 Double fronting lot L15 B2 11,493 102 145 L16 B2 9,912 71 135 L17 B2 9,426 68 125 L18 B2 9,275 68 123 L19 B2 13,223 80 138 Comer lot L20 B2 13,516 122 106 # Comer lot L21 B2 10,059 72 140 L22 B2 10,524 72 146 L23 B2 10,109 79 138 L24 B2 13,665 50 146 L25 B2 20,740 46* 152 Double fronting lot L26 B2 14,232 46* 149 Double fronting lot L27 B2 13,167 46* 142 L28 B2 9,854 72 134 L29 B2 10,749 73 147 L30 B2 10,626 72 146 L31 B2 9,906 72 137 L32 B2 10,414 64 131 L33 B2 13,404 77 144 Comer lot L34 B2 15,152 92 175 Comer lot L35 B2 10,988 67 142 L36 B2 9,968 65 128 L37 B2 10,009 85 132 L38 B2 10,339 84 136 L39 B2 9,645 76 132 L40 B2 9,144 76 124 L41 B2 9,681 84 128 L42 B2 13,036 105 137 Comer lot Ll B3 12,965 86 138 L2 B3 9,727 69 130 L3 B3 9,802 69 129 L4 B3 9,470 71 129 Planning Commission Pioneer Pass July 6, 2010 Page 17 of 29 Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side), 10' (house side); rear- 25'; Coverage: 35% L5 B3 9,324 72 130 L6 B3 10,080 68 132 L7 B3 10,797 68 129 L8 B3 11,687 101 146 L9 B3 15,730 135 171 Comer lot L10 B3 17,959 215 119 Ll1 B3 9,825 85 130 L12 B3 9,360 72 130 L13 B3 9,360 72 130 L14 B3 10,243 84 130 L15 B3 10,072 77 130 L16 B3 9,318 72 130 L17 B3 12,144 88 136 Comer Lot Outlot A 38,344 Access for property to east, Bluff Creek primary zone and drainage and utility easement Outlot B 747,538 Bluff Creek primary zone and storm water pond Outlot C 379,345 Neighborhood park, Bluff Creek prim ary zone and storm water pond Outlot D 18,232 1 Storm water pond Bluff Creek Blvd. 70,116 Bluff Creek Dr. 94,618 Local Streets 255,008 TOTAL 2,761,224 63.389 acres • Meets (exceeds) the minimum lot width at the building setback line. # Lot must be adjusted to meet minimum 110 feet of lot depth. The from of the lot on a comer is determined by the side with the shortest amount of frontage on a public street. CONDITIONAL USE PERMIT WITH VARIANCE BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District (BCOD) by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures must meet the 40-foot setback from the primary corridor. If any alterations are proposed on property Planning Commission Pioneer Pass July 6, 2010 Page 18 of 29 within the Bluff Creek Overlay District, a conditional use permit must be obtained prior to alterations occurring. Outlots A, B and part of C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40-foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The plans propose grading for a stormwater pond within the Primary Corridor in Outlot B. This is the only feasible location for a stormwater pond to serve a majority of the development due to the site topography. A variance is necessary to permit the encroachment into the primary zone. It is reasonable to grant this variance. As a condition of approval, the applicant will be required to develop a re -vegetation plan for the Primary Corridor. The applicant is proposing to construct a stormwater pond, a wetland mitigation area and approximately 160 feet of sanitary sewer within the Bluff Creek Overlay District (BCOD). No roads, lots or other infrastructure are to be placed within the BCOD. Because of the need to mitigate, there is no reasonable alternative to creating on -site mitigation without encroaching into the Primary Zone of the Bluff Creek Overlay District. This area is most likely to have suitable soils, hydrology and vegetation for a successful mitigation area. It would be problematic to place the pond #2 anywhere other than the proposed location. This location allows for the maintenance of similar drainage area to Bluff Creek while decreasing the discharge rate for all events and providing adequate treatment prior to discharging into the wetland adjacent to Bluff Creek. The last encroachment is required for the sanitary sewer lines. The topography of the site presents a challenge with the sanitary sewer design. The sanitary sewer connection west of the site is not deep enough to service the whole site; therefore, a portion of the site must be serviced from the existing sanitary sewer stub within Bluff Creek Boulevard. The location and elevation of the stub within Bluff Creek Boulevard and the required depth of sanitary sewer to service the site requires the sanitary sewer to extend between two lot lines and through the BCOD. The low area within the development will be on 20 feet of fill, so raising the low area is not an option. A significant portion of the BCOD was in agricultural production until recently. As a result, much of the vegetative cover is typical pioneer species and agricultural weeds. As this area is a buffer for the wetland, acts to reduce runoff and slow rates of discharge to Bluff Creek and is part of the Bluff Creek Overlay District, the applicant should enhance the vegetation within the BCOD. Planning Commission Pioneer Pass July 6, 2010 Page 19 of 29 WETLAND ALTERATION PERMIT In May of 2006, the City as the LGU responsible for the administration of the Wetland Conservation Act, approved the permanent impact of 0.47 acres of Type 1, (PEMAf) Palustrine Emergent Vegetation Seasonally Flooded, farmed wetland. These wetlands were identified as A and I in the Graham Environmental Services (GES) report and is shown to the left. The approved plan called for these impacts to be mitigated for on -site through the creation of 0.48 acres (20,909 S.F) of new wetland credit and 1.22 acres of public value credit in the form of NURP ponds and wetland buffer. The approved plan called for 10,190 square feet of wetland buffer and 43,124 square feet of ponding. Under the rules adopted in July of 2007 and made permanent in 2009, storm water ponding is not eligible for public value credit unless several conditions are met. None of these conditions have been met on this site. However, because this plan was approved under the 2002 rules, they can have a mitigation plan which includes storm water ponds under WCA. Chanhassen Code, Section 20-419, states that "the permittee shall begin and complete the development authorized by the wetland alteration permit within one year after the date the council approves the permit application." This approval was granted on May 26, 2006 and there is no record of an extension ever being requested. What the current plan proposes is to create 18,464 square feet of new wetland credit. This is short of the approved replacement plan by 2,445 square feet. The approved replacement plan called for 10,190 square feet of buffer. The proposed plan shows 15,303 square feet of buffer. This is 5,113 square feet beyond what was required in the replacement plan. In 2006, the Wetland Conservation Act required that at least the first 1:1 replacement is new wetland credit. Further, since the approved plan called for 0.48 acres of new wetland to be created on -site, the applicant must provide that amount. Mitigation Area #1 must be revised to provide no less than 20,909 square feet of new wetland credit. This will meet WCA requirements. Under new City rules, storm water ponding would not be allowed for use as public value credits. Since a portion of the impacts have already occurred, the City may increase the replacement ratio. To mitigate for these wetland losses, the applicant must create the 20,909 square feet of new wetland credit and 20,473 square feet of public value credit in the form of wetland buffer. This buffer area cannot count the stormwater pond. Planning Commission Pioneer Pass July 6, 2010 Page 20 of 29 Wetland Impact New Wetland Credit I Public Value Credit A 527 SF Not Applicable — mitigated for under previous plan I 20,473 SF 20,909 SF 120,473 SF Z 4,206 SF Not Applicable — mitigated for under previous plan TOTAL 20,909 SF 120,473 SF This mitigation area must have its own detailed plan including two cross -sectional views, a description of the soils and how they will be suitable to wetland characteristics, a detailed planting schedule and vegetation management plan including annual benchmarks for plant establishment, a discussion of the hydrology and supporting documentation that it will be adequate to support the intended wetland conditions, a five-year monitoring plan consistent with the MN Wetland Conservation Act, and surety money equal to 110% of the cost of the wetland and buffer creation. Based upon preliminary review of the plan, it is unclear that there will be adequate hydrology directed to the mitigation area to assure success. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement" form and a "Deed Restrictions and Covenants" form. INTERIM USE PERMIT The applicant is proposing to grade the site prior to final plat approval. Grading is normally approved in conjunction with the final plat construction plans. Grading other than as part of the final plat or site plan review requires approval as in interim use permit (IUP). The approval of the [UP will allow the applicant to begin site grading with the preliminary plat approval. The grading plan will be the plan approved for the preliminary plat subject to revisions conditioned as part of the approval. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the Pioneer Pass development including preliminary plat, conditional use permit with variance, interim use permit and a wetland alteration permit subject to the conditions of approval in the staff report and adopt the attached findings of fact and recommendation. CONDITIONS OF APPROVAL: Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. Planning Commission Pioneer Pass July 6, 2010 Page 21 of 29 b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. Demolition permits must be obtained before demolishing any existing structures. d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. f. Each lot must be provided with separate sewer and water services. g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. b. The developer must obtain approval to complete the off -site grading required to construct a collector road- Bluff Creek Drive- to Pioneer Trail. c. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. f. A drain tile service stub must be provided for any lot that drains from the back to the front. g. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. h. Verify the first floor elevation of Lots I through 3, Block 1. Retaining walls constructed with the development will be the responsibility of the homeowners association. j. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. Planning Commission Pioneer Pass July 6, 2010 Page 22 of 29 k. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. 1. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. m. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. n. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. o. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. P. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $1,418/unit of the sanitary sewer hookup fee and $3,775/unit of the water hookup fee. q. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. r. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. s. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right-of-way. t. The grade of the public streets must be adjusted so that they do not exceed 8%. u. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. v. The outstanding estimates, plus accrued interest must be paid with the final plat or reapportioned to the lots within the final plat. Planning Commission Pioneer Pass July 6, 2010 Page 23 of 29 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. b. The applicant shall install the total required bufferyard along Bluff Creek Boulevard and Outlot C. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the City before installation. d. Lots 13, 14, 25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 8 trees of a species may be grouped together. f Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). Planning Commission Pioneer Pass July 6, 2010 Page 24 of 29 5. Park Director: a. Successful transfer of Outlot C (8.7+ acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Oudot A, and conservation easement, trail easement and a drainage and utility easement over Outot B. 7. Water Resources Coordinator: a. The HydroCAD model should be revised to accurately reflect the post -development soil conditions or evidence should be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). f. Wetland buffers must be planted with native vegetation per Section 20412. Planning Commission Pioneer Pass July 6, 2010 Page 25 of 29 g. Make the Soil Boring report available to the City (18-40). h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. j. As stated in Section 18-40(4)2v. Drain tile service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain tile should be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain tile is also encouraged in front of lots 1, 2, 3, 41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). k. The Swale between Street B and Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). m. Applicant must demonstrate how the City can access Pond 2 for future maintenance. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). p. Areas where proposed and existing grades are to be matched should be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). q. Type 3, weed -free mulch should be used in outlot B. r. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). s. A note should be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on all backyard CB until final stabilization is achieved. Planning Commission Pioneer Pass July 6, 2010 Page 26 of 29 t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). v. A detailed turf establishment plan should be provided (19-145). w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). x. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone: 1. Wetland must be protected at all times from impact. 2. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. 3. Signage shall be posted at the property comers indicating the Bluff Creek Overlay District boundaries. The applicant and City should work together to best determine location, aesthetic and message. 4. Bluff Creek should be shown and identified on the plan set. 5. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees should be planted on the south side of the pond for temperature control as well as screening from the residences. 6. The SWPPP, erosion control and grading plans should be revised to include all erosion and sediment best management practices. 7. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42TA1 or similar shall be used in addition to rip -rap (18-62). Planning Commission Pioneer Pass July 6, 2010 Page 27 of 29 8. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. 9. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Interim Use Permit to allow site grading prior to final plat approval: 1. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). 2. The erosion control and grading plan must be amended per Preliminary Plat comments. 3. The Wetland Alteration Permit conditions must be met. 4. A phasing and sequence plan must be prepared and submitted. The grading operations must follow the preliminary grading plan as approved by City Council. 6. The applicant must submit a $36,500 erosion control security before grading can commence. 7. The applicant must obtain permission for any off -site grading. 8. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. 9. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 10. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 11. Erosion control measures must be installed and inspected prior to grading. And, Planning Commission Pioneer Pass July 6, 2010 Page 28 of 29 Wetland Alteration Permit for the grading and filling of wetlands: 1. Wetland I must be shown on the plans (18-40). 2. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. 4. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: a. Two cross -sectional views and a plan view; b. A detailed planting schedule; c. A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); d. A discussion of the soils as it pertains to their adequacy in wetland creation; and e. A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. 5. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. 6. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. 7. The wetland area should use BWSR seed mix WTl for any temporary seeding. 8. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. 9. Yellow tags shall be provided to the City after the area has been seeded. 10. The planting schedule and vegetation management plan shall incorporate the buffer area as well. 11. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form". Planning Commission Pioneer Pass July 6, 2010 Page 29 of 29 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Letter from Mark Sonstegard to Kate Aanenson dated June 4, 2010. 4. Reduced Copy Existing Conditions, Sheet 1.2. 5. Reduced Copy Site Information, Sheet 1.4. 6. Reduced Copy Preliminary Plat, Sheet 2.1. 7. Reduced Copy Preliminary Plat, Sheet 2.2. 8. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.2. 9. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.3. 10. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.4. 11. Reduced Copy Preliminary Tree Preservation Plan, Sheet 4.1. 12. Reduced Copy Preliminary Tree Preservation Plan, Sheet 4.2. 13. Reduced Copy Preliminary Utility Plan, Sheet 5.1. 14. Reduced Copy Preliminary Landscape Plan, Sheet 6.1. 15. Letter from Chip Henges (CSWCD) to Robert Generous dated June 23, 2010. 16. Pioneer Pass "Traffic Noise Assessment' dated September 15, 2006. 17. Letter from Jon P. Solberg (MNDOT) to Robert Generous dated June 25, 2010. 18. Public Hearing Notice and Mailing List. g:\plan\2010 planning cases\10-09 pioneer passistaff report pioneer pass.doc 0 CITY OF CBMSEN 7700 Market Boulevard PO Box 147 Chanhassen. MN 55317 Adminiskration Phone: 952.227.1100 Fax: 952,227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone: 952,227.1160 Fax: 952.227.1170 Roanee Phone: 952,227.1140 Fax: 952.227.1110 Park & Recreation Phone:952,227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952,227.1404 Planning & Natural Resources Phone: 952.227,1130 Fax: 952,227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone:952.227.1125 Fax: 952.227.1110 Web Site Iw+wti.chanhassen.mmus MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: July 12, 2010 SUBJ: Pioneer Pass — Planning Case #10-09 PROPOSED MOTION "The Chanhassen City Council approves the Pioneer Pass development including Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets; Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands subject to the conditions of the staff report and adoption of the findings of fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The developer is requesting approval of a Preliminary Plat creating 94 lots, 4 oudots and right-of- way for public streets (approximately 63 acres); a Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on July 6, 2010 to review the proposed development. The Planning Commission voted 6 for and 0 against a motion recommending approval of the development including preliminary plat, conditional use permit with a variance, interim use permit and wetland alteration permit subject to the conditions of the staff report (pages 20 — 28) with the modifications to preliminary plat conditions 2.p., 2.v. and 3.e. as well as making language changes to make all conditions mandatory. Planning Commission minutes are item la. of the July 12, 2010 City Council packet. The Planning Commission wanted to make sure that there were no viable altematives in order to grant the variance to permit the storm water pond to encroach into the Bluff Creek primary zone. The Planning Commission felt that this was a very good development, which was thoroughly reviewed by the City and developer. RECOMMENDATION Staff and the Planning Commission recommend approval of the Pioneer Pass development ATTACHMENT 1. Planning Commission Staff Report Dated July 6, 2010. giplan\2010prann cases\IQ-09 ioneer a s\ex cu ve u 7-12- doc iCAIInEp rinhassen is a LPommuni�y for Life - Wr0vi6mg {o`ra%ay and bQAmm�g for Tomorrow CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: July 6, 2010 CC DATE: July 12, 2010 Fil REVIEW DEADLINE: August 3, 2010 CASE #: 10-09 BY: AF, RG, TH, ML, JM, JS "The Chanhassen City Council approve the Pioneer Pass development subject to the conditions of the staff report." =1 Adoption of the attached Findings of Fact . SUMMARY OF REQUEST: The developer is requesting approval of a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands — PIONEER PASS. LOCATION: North of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive APPLICANT: Ryland Homes Peterson -Jacques Farm Land Co., LLC 7599 Anagram Drive 15900 Flying Cloud Drive Eden Prairie, MN 55344 Eden Prairie, MN 55347 (952) 229-6007 msonsteg@ryland.com PRESENT ZONING: Residential Low and Medium Density (RLM) and Agricultural Estate (A2) 2020 LAND USE PLAN: Residential — Low Density (net density 1.2 — 4.0 units per acre) ACREAGE: 63.4 acres DENSITY: gross: 1.48; net: 3.53 LEVEL OF CITY DISCRETION IN DECISION - MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Pioneer Pass July 6, 2010 Page 2 of 29 The City has limited discretion in approving or denying conditional use permits, based on whether or not the proposal meets the conditional use permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable conditional use permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City has limited discretion in approving or denying wetland alteration permits, based on whether or not the proposal meets the wetland alteration permit standards outlined in the Zoning Ordinance. If the City finds that all the applicable wetland alteration permit standards are met, the permit must be approved. This is a quasi-judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for variances. The City has a relatively high level of discretion with a variance because of the burden of proof is on the applicant to show that they meet the standards in the ordinance. PROPOSAU/SUMMARY The developer is requesting approval for a 94-lot single-family development. North of the project is The Preserve development, which will contain 150 single-family homes on smaller lots, Planning Case 06- 14. To the east across Bluff Creek, NDI has extended the preliminary approvals for a 144-unit townhouse development (Planning Case #05-24 — Liberty at Creekside). Pioneer Pass must provide a small segment of right-of-way (Outlot A) to connect the projects to the north and east. To the south is realigned Pioneer Trail, Bluff Creek Drive and Highway 212. To the west, K. Hovnanian T&C Homes at Minnesota is developing a 444-unit townhouse project (Planning Case 05-11 — Liberty on Bluff Creek). The central portion of the site has been farmed. The high point on the property is located in the west central portion of the site with an elevation of 958. The low point on the site is located in the northern portion of the property with an elevation of 866. The Bluff Creek primary corridor is located in Outlot B. This Outlot may either be dedicated or donated to the City or have a conservation easement recorded over it. I Water and sewer were extended to the area in conjunction with the 2005 MUSA utility extension project. The project included the construction of Bluff Creek Boulevard, which includes a pedestrian underpass for the Bluff Creek corridor trail. Subject to the conditions included in the staff report, staff is recommending approval of the project. Planning Commission Pioneer Pass July 6, 2010 Page 3 of 29 APPLICABLE REGUATIONS Chapter 7, Article III, Excavating, Mining, Filling and Grading Chapter 18, Subdivisions Chapter 20, Article II, Division 3, Variances Chapter 20, Article IV, Conditional Use Permits Chapter 20, Article IV, Division 5, Interim Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article XIV, Division 1, Residential Low and Medium Density District Chapter 20, Article XXXI, Bluff Creek Overlay District BACKGROUND On September 25, 2006, the Chanhassen City Council approved the Final Plat for Pioneer Pass (Planning Case #06-09) creating 53 lots, 7 outlots and right-of-way for public streets. However, the developer did not execute the development contract or final plat documents and the subdivision became void. On April 24, 2006, the Chanhassen City Council approved Planning Case #06-09 which included the following: A. Comprehensive plan Land Use Amendment from Residential — Medium Density and Office(Industrial to Residential - Low Density of the land within the Plat of Pioneer Pass except for Outlots A, B, C, D and G. B. Rezoning of the land within the Plat for Pioneer Pass except for Outlots A, B, C, D and G, Pioneer Pass, from Agricultural Estate District, A2, to Residential Low and Medium Density District, RLM. C. Preliminary Plat for "Pioneer Pass" creating 81 lots, 9 outlots and right-of-way for public streets. D. Wetland Alteration Permit for the grading and filling of wetlands on property. E. Conditional Use Permit to permit development within the Bluff Creek Overlay District with a variance for encroachment into the primary zone to construct a stormwater pond. On August 8, 2005, the Chanhassen City Council approved a Planned Unit Development concept plan for a low -density residential development consisting of 120 units of twin and single-family homes. However, the project never proceeded beyond the concept stage review. On December 8, 2003, the City approved the 2005 MUSA Alternate Urban Areawide Review (AUAR). This document was intended to review and provide mitigation measures for all development within the 2005 MUSA area. At the time of development review, each property within the 2005 MUSA area is required to reimburse the City for their propositional share, based Planning Commission Pioneer Pass July 6, 2010 Page 4 of 29 on the land area, of the costs for completion of the AUAR. This property is responsible for $23,649.00 as their portion of the 2005 AUAR. With the update of the comprehensive plan in 1998, this property was given two land use alternatives: Residential -Medium Density and Office/Industrial, as well as Parks and Open Space within the Bluff Creek Corridor. SUBDIVISION REVIEW The developer is requesting subdivision approval to create 94 lots, 4 outlots and right-of-way for public streets. The development is proposed in two phases with the first phase consisting of 44 lots in the southern half of the development as well as the construction of Bluff Creek Drive from Bluff Creek Boulevard to Pioneer Trail. The second phase would consist of 50 lots in the northern half of the development. Lots range in size from 9,144 square feet to 20,740 square feet with an average lot size of 12,319 square feet. With the exception of Lot 20, Block 2, which shall be revised to comply with the regulations for lot depth, the proposed development complies with the requirements of the Residential Low and Medium Density District, RIM, standards. PARKS & OPEN SPACE Ryland Homes is proposing to develop 94 homes, a collector street, and an 8.7-acre city park on property owned by the Peterson -Jacques Farm Land Company, LLC. The collector street will connect the roundabout at Bluff Creek Boulevard to the signalized intersection at Bluff Creek Drive and Pioneer Trail. Homes will be accessed from one of three residential streets, two connecting to the new collector and one from the existing Bluff Creek Boulevard. The park is proposed to be located in the southwest quadrant of the plat adjacent to the Liberty at Bluff Creek neighborhood. Acquisition of the parkland will be accomplished through a combination of dedication and fee purchase. The park will be developed through a cooperative agreement between the applicant and the City. It is proposed that park development be completed concurrent with the completion of the first nl 'C n r ri�� 01 Planning Commission Pioneer Pass July 6, 2010 Page 5 of 29 phase of housing. Pioneer Pass Park will be the first new neighborhood park added to the City's park system in 15 years. Comprehensive Park Plan The City's comprehensive park plan calls for a neighborhood park of 10-25 acres in size to be located within one-half mile of every residence in the City. Acquisition and development of the 8.7-acre Pioneer Pass Park will satisfy this requirement for all the new homes being built in Pioneer Pass and for the entire Liberty on Bluff Creek Neighborhood. A small percentage of the Preserve neighborhood, located north on Bluff Creek Boulevard, also resides within this one-half mile service area. The City retained Hoisington Koegler Group to prepare a concept plan for the proposed park area. Since the original concept was developed, four proposed lots and a cul-de- sac street have been added to the park outlot. This additional property will allow the park to stretch out a bit more and accommodate the addition of a sliding hill. Comprehensive Trail Plan The new collector road includes plans for a pedestrian trail on the east side and a sidewalk on the west. The current submittal depicts these public improvements terminating at the southern border of the plat. Both the sidewalk and the trail will need to be continued south to existing connection points at Pioneer Trail. Additionally, the plans shall be revised to show the trail on the west side of Bluff Creek Drive and the sidewalk on the east side of Bluff Creek Drive. Residents residing in Pioneer Pass will also have access to the Bluff Creek Trail network. Existing trails along Bluff Creek Boulevard will lead future residents to the trail underpass at Bluff Creek. A sidewalk is currently depicted on the proposal along Street A. A sidewalk should also be incorporated into the plan on Street D to afford convenient access from the neighborhood to the park. GRADING, DRAINAGE AND EROSION CONTROL Wetlands In October of 2005, Graham Environmental Services delineated seven wetlands on the property identified as the Peterson property. Of these wetlands, three are located on the subject property to be platted at Pioneer Pass. Wetlands A, B and F were found to be jurisdictional wetlands in the Graham report. In the plans prepared by JR Hill, wetland A is included as wetland A and wetland Z as the construction of the roundabout fragmented this wetland. Wetland B has the same nomenclature in both the report and the plan set. Wetland F from the Graham report is not identified in the plan set but is located in the southwest corner of the property with the majority of the basin within MnDOT right-of-way. Planning Commission Pioneer Pass July 6, 2010 Page 6 of 29 The plan calls for wetlands A and Z, which are remnants of the original wetland A, to be filled in their entirety but no other wetlands will be impacted. However, the approved mitigation plan from May of 2006 indicates that Wetland I is to be impacted and it is this impact that requires the mitigation as wetlands A and Z are merely remnant wetlands from a previous impact which has already been mitigated (see Wetland Alteration Permit section for further discussion). The impacts will be mitigated for by the creation of a new wetland area immediately adjacent to Wetland B. The mitigation area must meet the design criteria described in Minnesota Rules Chapter 8420.0528 and a detailed vegetation management and monitoring plan must be provided as required by Minnesota Chapter 8420.0810. The current plan shows a buffer area around the Mitigation Area 1 only, not the remaining wetlands on the property. Chanhassen City Code requires that a buffer be preserved or created around all wetlands on a property. Because this area was in agricultural production and is not likely to support a community of native vegetation, the applicant will need to establish a native buffer. This will need to be shown on the plans and buffer signs will need to be placed. The applicant should work with City Staff concerning the purchase and placement of the signs. Lakes and Bluffs There are no lakes located on or within 1000 feet of the subject property. A tributary of Bluff Creek is located southwest of the property and Bluff Creek proper is located northeast of the subject property. In both instances, there are no lots within the Shoreland Overlay Management District. There are several areas with steep slopes on the subject property; primarily to the north. A review of the topography indicates that while the areas have a substantial elevation change and long runs, none meet the criteria to be considered a bluff. Care should be taken during the design and construction to assure that these areas are protected from erosion. The soil boring report should be made available to the City for review. Planning Commission Pioneer Pass July 6, 2010 Page 7 of 29 Grading and Erosion The current high point of the property is generally located east of the Bluff Creek Boulevard roundabout. The developer proposes to grade the area within Phase 1 in the fall of 2010. In spring 2011 the developer intends to grade the remainder of the site in order to allow the 20-foot fill area on the east side of the site to consolidate until the area is final platted. The grading plan shows that a small area within K. Hovnanian's Liberty on Bluff Creek development will be graded with the project. The developer must coordinate this work and the restoration with the homeowners association. The developer must obtain approval to complete the off -site grading required to construct a collector road (Bluff Creek Drive) to Pioneer Trail. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. A drain tile service stub must be provided for any lot that drains from the back to the front. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. Verify the first floor elevation of Lots 1 through 3, Block 1. Based on the grading plan these elevations will be 10 feet higher than what is shown on the plan. A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. Proof of permit acquisition should be provided to the City prior to the commencement of any earth -disturbing activities. A Storm Water Pollution Prevention Plan (SWPPP) needs to be provided for review. Sheet 3.1 - Erosion and Sediment Control Details has some of the SWPPP requirements but it is not specific to this site. The Carver Soil and Water Conservation District reviewed page 3.1 and has indicated that they will not issue a storm water management permit until the SWPPP is written specific to this site. James R. Hill, Inc. indicated that an area of consolidation was needed because of the depths of fill materials to be placed. This area is to be graded and sit for one year. An erosion control plan specific to this area will be required. It should include, at a minimum, the subject area, the timing, any structural erosion and sediment control BMPs and any temporary seeding. If this entire site is to be open at one time, temporary ponding will be required. This will need to be shown on a plan. Some general notes of concern pertain to the manner in which proposed grades are to match existing grades. Of significant concern is the backyard of Lot 7, Block 1. The proposed grade match will create a concentrated flow condition in a known highly erodible soil. The same Planning Commission Pioneer Pass July 6, 2010 Page 8 of 29 condition is created in the backyards of Lots I and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail. It is unclear from the plan which, if any CBMH, proposed or existing, will have inlet protection measures installed. There are several locations where it will be necessary such as the northern intersection of Road A and Bluff Creek Boulevard. Also, until final stabilization is achieved, inlet protection will be required at all CB shown in the backyards. Retaining Walls The grading plan identifies a retaining wall as shown in red on the diagram below. The maximum height of this retaining wall is 15 feet; therefor, the wall must be designed by a Structural Engineer registered in the State of Minnesota and a building permit is required. The developer has indicated that retaining walls will likely be installed at the locations shown in blue on the diagram below. Staff supports the installation of these retaining walls since they will provide a flatter, more usable backyard space for the homes on each side of the retaining wall. The actual location, height and length of each wall will be identified in the final grading plan. Planning Commission Pioneer Pass July 6, 2010 Page 9 of 29 Retaining walls constructed with the development will be the responsibility of the homeowners association. Surface Water Management Connection Charges Water Ouality Fees Because of the impervious surface associated with this development, the water quality fees for this proposed development are based on single-family residential development rates of $2,540 per acre. Assessable area is equal to the total area less that portion which is within Outlots A, B, C and D and public right-of-way for Bluff Creek Boulevard. This area equals 32.439 acres. Therefore, the gross water quality fees associated with this project are 32.439 acres multiplied by $2,540/acre or $82,395.06. Water Ouantity Fees The SWMP has established a connection charge for the different land uses based on an average citywide rate for the installation of water quantity systems. This cost includes land acquisition, proposed SWMP culverts, open channels, and storm water ponding areas for runoff storage in addition to mitigation for flood damage. Single-family residential developments have a connection charge of $2,640 per developable acre. This results in a water quantity fee of approximately $85,638.96 for the proposed development. SWMP Credits This project proposes the construction of three NURP basins. The applicant will be credited for 50% of the water quality charge for each acre draining to a NURP basin on site. Sub -catchment areas 2, 6, 7 and 9 are all treated in the three NURP basins. Credit for this treatment will be $40,703.50 or [$2540(0.5)*32.05ac]. There will be three outlet structures with BMPs for rate control and the removal of floatables. These three structures result in a $7,500 credit. At this time, the estimated total net SWMP fee, due payable to the City at the time of final plat recording, is $119,830.52. Drainage The applicant provided a summary of the HydroCAD model. While there is some change to the watershed boundaries, approximately the same areas are draining to the same receiving waters post -development as pre -development. They have reduced the 100-year runoff rates in post - development conditions. There are two exceptions to this. Subcatchment area 3S now runs west to Bluff Creek Boulevard where the existing infrastructure appears adequate to handle this relatively minor increase in discharge rate. The other exception is subcatchment 8S in the southeast corner. This area will now discharge to MnDOT right-of-way. The applicant will need to get approval from the Department of Transportation prior to redirecting runoff to this area. The model also assumes that most of the residential lots will be in the hydrologic group B. In some areas there are cuts as deep as 19 feet so that the C horizon is exposed. Unless it is the Planning Commission Pioneer Pass July 6, 2010 Page 10 of 29 intent of the applicant to place several feet of suitable topsoil, the resulting soil condition will be clay that will be compacted as a result of the construction activity. Those areas without a cut are no more likely to be B type soils upon completion of the grading as many of these areas have between eight (8) feet and twenty (20) feet of fill. The model should be revised to reflect a more accurate post -development soil condition. There are some concerns regarding the backyard drainage, particularly between Street B and Street C as well as between Street C and Street D. The drainage swale must be contained within a drainage and utility easement. City Code requires that anywhere there is drainage from back to front, as is the case between lots 16 & 17 and between lots 18 & 19 of Block 2, a drain file needs to be installed. Further, given the presence of wetlands elevated on the site, it is evident that there exists subsurface drainage near the surface. This is further supported by the presence of Hamel loam at the west end of the proposed Street B. Hamel loam is known to have a seasonally high water table less than one (1) foot from the surface. Hamel loam is also found approximately in the proposed location of Lots 1, 2, 3, 41 and 42 of Block 3. The bulk of the remaining area is dominated by Lester -Kilkenny Soils which have a seasonally high water table within 3 feet of the soil surface. Because of this, drain file should be installed at back -of -curb from Lot 12 to the CBMH in front of Lot 19, Block 2 and is highly recommended in front of the previously mentioned lots on Block 3. Swales are proposed in the backyards between all proposed streets. Most have adequate easement and the grading is designed such that it should be contained within that easement. The exception is the backyards between Street B and Street C. The proposed grading pushes the water to the houses along street B and the proposed swale is not within the drainage and utility easement. This must be revised so that the swale is contained within the drainage and utility easement. The configuration of the inlet and outlet for Pond 2 is arranged in such a manner that short- circuiting of the system is highly probable. For this reason the outlet should be moved further west from the currently proposed location. The proposed outlet for Pond 6 discharges directly to an existing gully which is showing significant degradation due to erosion. The proposed outlet will only act to exacerbate this problem. For this reason, and to avoid further encroachment into the Bluff Creek Overlay District, the outlet should be moved further south so it discharges at the angle point of the 20-foot grading limit line approximately 75 feet from the proposed outlet. Energy dissipation and soil stabilization best management practices should be employed so that new gullies, rills or escarpments do not form. Materials such as Scour StopTm, Erosion Control Blanket P42Tm, or other similar turf reinforcement mat products should be installed in conjunction with traditional rip -rap. The establishment of woody vegetation in the form of dense shrubs, such as sandbar willow, beyond the outlet would be strongly encouraged as well. Bluff Creek Overlay District The subject property is encumbered by the Bluff Creek Overlay District to the north, northeast and southwest. No lots are proposed within the overlay district but a stormwater pond, wetland mitigation and some utilities will be constructed within the overlay district. This will require a conditional use permit and a variance. Planning Commission Pioneer Pass July 6, 2010 Page 11 of 29 Other Agencies The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Minnesota Pollution Control Agency, Minnesota Department of Natural Resources (for dewatering), Carver SWCD, Minnesota Department of Transportation, et al) and comply with their conditions of approval. UTII.ffIES Trunk sanitary sewer and watermain to serve the proposed development were constructed with the 2005 MUSA Expansion Improvements, City Project 04-05. Lateral sanitary sewer and watermain within the development will extend from the existing trunk facilities within Bluff Creek Boulevard. An additional lateral sanitary sewer connection is proposed from the existing eight -inch stub at Freedom Lane, within the Liberty on Bluff Creek development to the west. Due to the grade variation within the site some segments of the sanitary sewer will exceed 16 feet in depth. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. The sanitary sewer between Lots 5 and 6, Block 1 is up to 30 feet deep. If the pipe needed to be repaired in the future, traditional open cut method would not be possible due to the proximity of the homes; therefore, this sewer segment must be installed within a steel casing pipe. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $'� 608/unit of the sanitary sewer hookup fee and $3-, � 1,618/unit of the water hookup fee. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges do not apply. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. Permits from the appropriate regulatory Planning Commission Pioneer Pass July 6, 2010 Page 12 of 29 agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. STREETS The developer will construct Bluff Creek Drive from the existing roundabout to Pioneer Trail. The southern 400 feet of this street lies outside of the plat and within Minnesota Department of Transportation (MnDOT) right-of-way for Highway 212. Based on the final alignment of Highway 212 MnDOT has indicated that this right-of-way will likely be turned back in the future. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct this street. The developer proposes to construct four public streets within the development. All public streets shall be 31 feet wide within a 60-foot wide right-of-way. Street A will connect to Bluff Creek Boulevard at two locations: at the existing intersection at Commonwealth Drive and approximately 1000 feet from the existing roundabout. Street D will connect approximately 310 feet west of Street A at Bluff Creek Boulevard. Streets B and C are cul-de-sacs that will extend from Street A. The cul-de-sacs shall be 90 feet in diameter within a 120-foot wide right-of-way. The grade of the public streets must be adjusted so that they do not exceed 8%. The owner of the exception parcels should work with MnDOT, the County and the City to determine future access to these areas. The Arterial Collector Roadway Fee will be waived since the developer will be constructing Bluff Creek Drive (a collector road). ASSESSMENTS There are three deferred assessment on this property: 1. 2005 MUSA Area Expansion: $301,044.41 2. Bluff Creek Boulevard Improvements: $1,017,682.41 3. Highways 101 and 212/Lyman Boulevard improvements: $188,659.46 All assessments are for 7 years at 6% interest. If the assessments plus accumulated interest are not paid in full with the final plat, the amounts can be re -spread to the lots within the final plat. If the developer chooses to reassess, the assessment amounts will be included in the letter of credit calculation. LANDSCAPING AND TREE PRESERVATION The proposed landscape plan for Pioneer Pass has been reviewed. The following calculations are based on the submitted plans dated 6/4/10. Planning Commission Pioneer Pass July 6, 2010 Page 13 of 29 Total upland area (excluding wetlands, bluffs, park) 35.03 ac. Baseline canopy coverage 3.2% or 1.11 ac. Minimum canopy coverage allowed 25% or 8.76 ac. Proposed tree preservation .9% or .33 ac. Developer does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage .78 ac. Multiplier 1.2 Total replacement .94 ac. or 40,772 SF Total number of trees to be planted 37 trees In addition, the applicant must increase canopy coverage to meet the minimum 25 percent required. The calculations are follows: Total reforestation area (8.76-1.11 ac.) 7.65 ac or 333,234 SF Required canopy coverage 306 trees (one tree provides 1,089 SF of canopy) The total number of trees required for the development is 343. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — 38 overstory trees 43 overstory trees residential lots along 76 understory trees 44 understory trees collector road 114 shrubs 0 shrubs 1900', 15' width Bufferyard B — Park 11 overstory trees 19 overstory trees property 22 understory trees understory trees 1100', 30' width 22 shrubs shrubs Boulevard trees — Bluff 63 trees 49 trees Creek Blvd. Applicant does not meet total minimum requirements for bufferyard and boulevard tree plantings. Staff recommends accepting the proposed number of boulevard trees. The plan shows proper spacing for long-term health. The applicant should create more diversity in the boulevard groupings and allow no more than 10 trees of a species grouped together. The applicant shall revise the landscape plan to show more variation in boulevard plantings. Staff recommends that the applicant increase the bufferyard planting to meet minimum ordinance requirements. The applicant shall increase the number of understory and shrub plantings in order to meet the minimum amounts required. Lots 13, 14, 25 and 26, Block 2 shall receive an Planning Commission Pioneer Pass July 6, 2010 Page 14 of 29 increased number of evergreen plantings to shield the properties from oncoming traffic headlights. Staff recommends that the applicant include native plantings along the north Bluff Creek Overlay District primary line. This area north of the line is being impacted by grading and a restoration plan shall be developed by the applicant and approved by the city for this area. MISCELLANEOUS The developer must submit a list of proposed street names for review and approval prior to final plat of the property. The developer shall provide a 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. Demolition permits must be obtained before demolishing any existing structures. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. Retaining walls over four feet high require a building permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). No burning permits will be issued. Trees and shrubs must be removed from site or chipped. As part of the previous development review in 2006, a noise study was completed for the project. Based on that study, a 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. COMPLIANCE TABLE Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side), 10' (house side); rear- 251; Coverage: 35% LI BI 18,504 90 206 40' primary zone setback, corner lot L2 BI 13,460 80 185 40' primary zone setback L3 B1 12,242 71 166 40' primary zone setback Planning Commission Pioneer Pass July 6, 2010 Page 15 of 29 Area (square feet) Frontage (feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side),10' (house side); rear- 251; Coverage: 35% 1.4 B1 11,710 70 155 40' primary zone setback L5 B1 13,355 71 158 40' primary zone setback L6 B1 16,619 68 178 40' primary zone setback L7 B1 20,252 68 210 40' primary zone setback L8 B1 18,753 68 198 40' primary zone setback L9 BI 12,167 70 163 40' primary zone setback L10 BI 11,605 86 157 40' primary zone setback 1,11 Bl 11,359 86 156 40' primary zone setback L12 B1 11,326 86 153 40' primary zone setback L13 BI 11,501 86 160 40' primary zone setback L14 BI 13,791 69 181 40' primary zone setback L15 BI 16,668 67 191 40' primary zone setback L16 BI 13,728 67 173 40' primary zone setback L17 Bl 12,517 67 159 40' primary zone setback L18 BI 12,976 67 164 40' primary zone setback L19 BI 13,297 67 163 40' primary zone setback L20 BI 11,739 67 150 40' primary zone setback L21 BI 13,702 57 165 40' primary zone setback L22 BI 14,285 70 187 L23 BI 70 70 195 L24 BI 15,523 70 192 L25 BI 11,799 67 159 L26 BI 12,497 64 153 L27 BI 15,288 64 165 L28 B1 12,173 64 149 L29 B1 10,310 70 139 L30 B1 9,972 72 138 L31 B1 9,972 72 138 L32 BI 10,081 71 137 L33 BI 10,439 69 135 L34 BI 10,628 81 136 L35 BI 13,141 103 134 Comer lot Ll B2 13,449 90 152 Comer lot L2 B2 11,018 69 146 L3 B2 10,613 79 144 L4 B2 10,485 80 142 L5 B2 17,135 200 140 Irregular shape lot L6 B2 10,773 87 120 Corner lot L7 B2 10,178 97 128 Planning Commission Pioneer Pass July 6, 2010 Page 16 of 29 Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side),10' (house side); rear- 251; Coverage: 35% L8 B2 10,225 77 139 L9 B2 10,946 93 136 L10 B2 11,714 53 139 Ll1 B2 17,483 46* 142 Double fronting lot L12 B2 13,391 46* 146 Double fronting lot L13 B2 18,974 46* 166 Double fronting lot L14 B2 19,240 46* 161 Double fronting lot L15 B2 11,493 102 145 L16 B2 9,912 71 135 L17 B2 9,426 68 125 L18 B2 9,275 68 123 L19 B2 13,223 80 138 Corner lot L20 B2 13,516 122 106 # Corner lot L21 B2 10,059 72 140 L22 B2 10,524 72 146 L23 B2 10,109 79 138 L24 B2 13,665 50 146 L25 B2 20,740 46* 152 Double fronting lot L26 B2 14,232 46* 149 Double fronting lot L27 B2 13,167 46* 142 L28 B2 9,854 72 134 L29 B2 10,749 73 147 L30 B2 10,626 72 146 L31 B2 9,906 72 137 L32 B2 10,414 64 131 L33 B2 13,4041 77 144 Corner lot L34 B2 15,152 92 175 Comer lot L35 B2 10,988 67 142 L36 B2 9,968 65 128 L37 B2 10,009 85 132 L38 B2 10,339 84 136 L39 B2 9,645 76 132 L40 B2 9,1441 76 124 L41 B2 9,681 84 128 L42 B2 13,036 105 137 Corner lot Ll B3 12,965 86 138 L2 B3 9,727 69 130 L3 B3 9,802 69 129 L4 B3 9,470 71 129 Planning Commission Pioneer Pass July 6, 2010 Page 17 of 29 Area (square feet Frontage feet Depth feet Notes Code 9,000 50 110 Setbacks: Front-25'; side-5' (garage side), 10' (house side); rear- 25'; Coverage: 35% L5 B3 9,324 72 130 L6 B3 10,080 68 132 L7 B3 10,797 68 129 L8 B3 11,687 101 146 L9 B3 15,730 135 171 Corner lot L10 B3 17,959 215 119 Lll B3 9,825 85 130 L12 B3 9,360 72 130 L13 B3 9,360 72 130 L14 B3 10,243 84 130 L15 B3 10,072 77 130 L16 B3 9,318 72 130 L17 B3 12,144 88 136 Corner Lot Outlot A 38,344 Access for property to east, Bluff Creek primary zone and drainage and utility easement Outlot B 747,538 Bluff Creek primary zone and storm water pond Outlot C 379,345 Neighborhood park, Bluff Creek rim zone and storm water pond Oudot D 18,232 1 Storm water pond Bluff Creek Blvd. 1 70,116 Bluff Creek Dr. 94,618 Local Streets 255,008 TOTAL 2,761,2241 63.389 acres • Meets (exceeds) the minimum lot width at the building setback line. # Lot must be adjusted to meet minimum 110 feet of lot depth. The front of the lot on a comer is determined by the side with the shortest amount of frontage on a public street. CONDITIONAL USE PERMIT WITH VARIANCE BLUFF CREEK OVERLAY DISTRICT The City of Chanhassen established the Bluff Creek Overlay District (BCOD) by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. No alterations are allowed within the primary corridor or within the first 20 feet of the setback from the primary corridor. All structures must meet the 40-foot setback from the primary corridor. If any alterations are proposed on property Planning Commission Pioneer Pass July 6, 2010 Page 18 of 29 within the Bluff Creek Overlay District, a conditional use permit must be obtained prior to alterations occurring. Outlots A, B and part of C contain the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40-foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The plans propose grading for a stormwater pond within the Primary Corridor in Outlot B. This is the only feasible location for a stormwater pond to serve a majority of the development due to the site topography. A variance is necessary to permit the encroachment into the primary zone. It is reasonable to grant this variance. As a condition of approval, the applicant will be required to develop a re -vegetation plan for the Primary Corridor. The applicant is proposing to construct a stormwater pond, a wetland mitigation area and approximately 160 feet of sanitary sewer within the Bluff Creek Overlay District (BCOD). No roads, lots or other infrastructure are to be placed within the BCOD. Because of the need to mitigate, there is no reasonable alternative to creating on -site mitigation without encroaching into the Primary Zone of the Bluff Creek Overlay District. This area is most likely to have suitable soils, hydrology and vegetation for a successful mitigation area It would be problematic to place the pond #2 anywhere other than the proposed location. This location allows for the maintenance of similar drainage area to Bluff Creek while decreasing the discharge rate for all events and providing adequate treatment prior to discharging into the wetland adjacent to Bluff Creek. The last encroachment is required for the sanitary sewer lines. The topography of the site presents a challenge with the sanitary sewer design. The sanitary sewer connection west of the site is not deep enough to service the whole site; therefore, a portion of the site must be serviced from the existing sanitary sewer stub within Bluff Creek Boulevard. The location and elevation of the stub within Bluff Creek Boulevard and the required depth of sanitary sewer to service the site requires the sanitary sewer to extend between two lot lines and through the BCOD. The low area within the development will be on 20 feet of fill, so raising the low area is not an option. A significant portion of the BCOD was in agricultural production until recently. As a result, much of the vegetative cover is typical pioneer species and agricultural weeds. As this area is a buffer for the wetland, acts to reduce runoff and slow rates of discharge to Bluff Creek and is part of the Bluff Creek Overlay District, the applicant should enhance the vegetation within the BCOD. Planning Commission Pioneer Pass July 6, 2010 Page 19 of 29 WETLAND ALTERATION PERMIT In May of 2006, the City as the LGU responsible for the administration of the Wetland Conservation Act, approved the permanent impact of 0.47 acres of Type 1, (PEMAf) Palustrine Emergent Vegetation Seasonally Flooded, farmed wetland. These wetlands were identified as A and I in the Graham Environmental Services (GES) report and is shown to the left. The approved plan called for these impacts to be mitigated for on -site through the creation of 0.48 acres (20,909 S.F) of new wetland credit and 1.22 acres of public value credit in the form of NURP ponds and wetland buffer. The approved plan called for 10,190 square feet of wetland buffer and 43,124 square feet of ponding. Under the rules adopted in July of 2007 and made permanent in 2009, storm water ponding is not eligible for public value credit unless several conditions are met. None of these conditions have been met on this site. However, because this plan was approved under the 2002 rules, they can have a mitigation plan which includes storm water ponds under WCA. Chanhassen Code, Section 20-419, states that "the permittee shall begin and complete the development authorized by the wetland alteration permit within one year after the date the council approves the permit application." This approval was granted on May 26, 2006 and there is no record of an extension ever being requested. What the current plan proposes is to create 18,464 square feet of new wetland credit. This is short of the approved replacement plan by 2,445 square feet. The approved replacement plan called for 10,190 square feet of buffer. The proposed plan shows 15,303 square feet of buffer. This is 5,113 square feet beyond what was required in the replacement plan. In 2006, the Wetland Conservation Act required that at least the first 1:1 replacement is new wetland credit. Further, since the approved plan called for 0.48 acres of new wetland to be created on -site, the applicant must provide that amount. Mitigation Area #1 must be revised to provide no less than 20,909 square feet of new wetland credit. This will meet WCA requirements. Under new City rules, storm water ponding would not be allowed for use as public value credits. Since a portion of the impacts have already occurred, the City may increase the replacement ratio. To mitigate for these wetland losses, the applicant must create the 20,909 square feet of new wetland credit and 20,473 square feet of public value credit in the form of wetland buffer. This buffer area cannot count the stormwater pond. Planning Commission Pioneer Pass July 6, 2010 Page 20 of 29 Wetland Impact New Wetland Credit I Public Value Credit A 527 SF Not Applicable — mitigated for under previous plan I 20,473 SF 20,909 SF 120,473 SF Z 4,206 SF Not Applicable — mitigated for under previous plan TOTAL 20,909 SF 120,473 SF This mitigation area must have its own detailed plan including two cross -sectional views, a description of the soils and how they will be suitable to wetland characteristics, a detailed planting schedule and vegetation management plan including annual benchmarks for plant establishment, a discussion of the hydrology and supporting documentation that it will be adequate to support the intended wetland conditions, a five-year monitoring plan consistent with the MN Wetland Conservation Act, and surety money equal to 110% of the cost of the wetland and buffer creation. Based upon preliminary review of the plan, it is unclear that there will be adequate hydrology directed to the mitigation area to assure success. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement" form and a "Deed Restrictions and Covenants" form. INTERIM USE PERMIT The applicant is proposing to grade the site prior to final plat approval. Grading is normally approved in conjunction with the final plat construction plans. Grading other than as part of the final plat or site plan review requires approval as in interim use permit (IUP). The approval of the IUP will allow the applicant to begin site grading with the preliminary plat approval. The grading plan will be the plan approved for the preliminary plat subject to revisions conditioned as part of the approval. RECOMMENDATION Staff Meeffffnends th and the Planning Commission recommend approval of the Pioneer Pass development including preliminary plat, conditional use permit with variance, interim use permit and a wetland alteration permit subject to the conditions of approval in the staff report and adopt the attached findings of fact . CONDITIONS OF APPROVAL: Preliminary Plat creating 94 lots, 4 outlets and right-of-way for public streets: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. Planning Commission Pioneer Pass July 6, 2010 Page 21 of 29 b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. Demolition permits must be obtained before demolishing any existing structures. d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. f. Each lot must be provided with separate sewer and water services. g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. b. The developer must obtain approval to complete the off -site grading required to construct a collector road- Bluff Creek Drive- to Pioneer Trail. c. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. f A drain file service stub must be provided for any lot that drains from the back to the front. g. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. h. Verify the first floor elevation of Lots 1 through 3, Block 1. i. Retaining walls constructed with the development will be the responsibility of the homeowners association. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. Planning Commission Pioneer Pass July 6, 2010 Page 22 of 29 k. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. 1. The developer will install 12-inch bunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. m. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. n. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. o. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. p. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $4-,44-8 608.00/unit of the sanitary sewer hookup fee and $X,4731,618.00/unit of the water hookup fee. q. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. r. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. s. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right-of-way. t. The grade of the public streets must be adjusted so that they do not exceed 8%. u. The owner of the exception parcels Anuld shall work with MnDOT, the County and the City to determine future access to these areas. V. The outstanding estimates assessments, plus accrued interest must be paid with the final plat or reapportioned to the lots within the final plat. Planning Commission Pioneer Pass July 6, 2010 Page 23 of 29 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. b. The applicant shall install the total required bufferyard along Bluff Creek Boulevard and Outlot C. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the City before installation. d. Lots 13, 14, 25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 810 trees of a species may be grouped together. f. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). Planning Commission Pioneer Pass July 6, 2010 Page 24 of 29 5. Park Director: a. Successful transfer of Outlot C (8.7+ acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Outlot A, and conservation easement, trail easement and a drainage and utility easement over Outlot B. 7. Water Resources Coordinator: a. The HydroCAD model should shall be revised to accurately reflect the post -development soil conditions or evidence should shall be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20412). e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). f. Wetland buffers must be planted with native vegetation per Section 20-412. Planning Commission Pioneer Pass July 6, 2010 Page 25 of 29 g. Make the Soil Boring report available to the City (18-40). h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. As stated in Section 18-40(4)2v. Drain file service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain file should shall be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain rile is also encouraged in front of lots 1, 2, 3, 41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). k. The swale between Street B and Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). m. Applicant must demonstrate how the City can access Pond 2 for future maintenance. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). p. Areas where proposed and existing grades are to be matched should shall be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). q. Type 3, weed -free mulch should shall be used in outlot B. r. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). s. A note sheeld shall be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on 0 backyard CB until final stabilization is achieved. Planning Commission Pioneer Pass July 6, 2010 Page 26 of 29 t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). v. A detailed turf establishment planshould shall be provided (19-145). w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). x. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone: 1. Wetland must be protected at all times from impact. 2. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. 3. Signage shall be posted at the property corners indicating the Bluff Creek Overlay District boundaries. The applicant and City Aould shall work together to best determine location, aesthetic and message. 4. Bluff Creek should shall be shown and identified on the plan set. 5. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees should shall be planted on the south side of the pond for temperature control as well as screening from the residences. 6. The SWPPP, erosion control and grading plans should shall be revised to include all erosion and sediment best management practices. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42Tm or similar shall be used in addition to rip -rap (18-62). Planning Commission Pioneer Pass July 6, 2010 Page 27 of 29 8. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. 9. Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone. Interim Use Permit to allow site grading prior to final plat approval: A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (1840). 2. The erosion control and grading plan must be amended per Preliminary Plat comments. 3. The Wetland Alteration Permit conditions must be met. 4. A phasing and sequence plan must be prepared and submitted. 5. The grading operations must follow the preliminary grading plan as approved by City Council. 6. The applicant must submit a $36,500 erosion control security before grading can commence. 7. The applicant must obtain permission for any off -site grading. 8. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. 9. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 10. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 11. Erosion control measures must be installed and inspected prior to grading. And, Planning Commission Pioneer Pass July 6, 2010 Page 28 of 29 Wetland Alteration Permit for the grading and filling of wetlands: 1. Wetland I must be shown on the plans (18-40). 2. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. 3. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. 4. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: a. Two cross -sectional views and a plan view; b. A detailed planting schedule; c. A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); d. A discussion of the soils as it pertains to their adequacy in wetland creation; and e. A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. 5. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. 6. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. 7. The wetland area should use BWSR seed mix WTI for any temporary seeding. 8. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. 9. Yellow tags shall be provided to the City after the area has been seeded. 10. The planting schedule and vegetation management plan shall incorporate the buffer area as well. 11. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form". Planning Commission Pioneer Pass July 6, 2010 Page 29 of 29 ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Letter from Mark Sonstegard to Kate Aanenson dated June 4, 2010. 4. Reduced Copy Existing Conditions, Sheet 1.2. 5. Reduced Copy Site Information, Sheet 1.4. 6. Reduced Copy Preliminary Plat, Sheet 2.1. 7. Reduced Copy Preliminary Plat, Sheet 2.2. 8. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.2. 9. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.3. 10. Reduced Copy Preliminary Grading, Drainage & erosion Control Plan, Sheet 3.4. 11. Reduced Copy Preliminary Tree Preservation Plan, Sheet 4.1. 12. Reduced Copy Preliminary Tree Preservation Plan, Sheet 4.2. 13. Reduced Copy Preliminary Utility Plan, Sheet 5.1. 14. Reduced Copy Preliminary Landscape Plan, Sheet 6.1. 15. Letter from Chip Henges (CSWCD) to Robert Generous dated June 23, 2010. 16. Pioneer Pass "Traffic Noise Assessment' dated September 15, 2006. 17. Letter from Jon P. Solberg (MNDOT) to Robert Generous dated June 25, 2010. 18. Public Hearing Notice and Mailing List. gAplan\2010 planning cases\10-09 pioneer pass\staff report pioneer pass.doc C1TY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Ryland Homes and Peterson -Jacques Farm Land Co., LLC — Planning Case No. 10-09, Pioneer Pass Request for Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the bluff creek overlay district with a Variance for encroachment into the primary zone; a Wetland Alteration Permit for the grading and filling of wetlands; and an Interim Use Permit to allow site grading prior to final plat approval on property located north of Pioneer Trail (1600 Pioneer Trail) and Bluff Creek Drive. On July 6, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ryland Homes and Peterson -Jacques Farm Land Co., LLC, for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Residential Low and Medium Density (RLM) and Agricultural Estate (A2). 2. The property is guided in the Land Use Plan for Residential — Low Density 3. The legal description of the property is: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota and That part of the of the Southeast Quarter of the Northeast Quarter of Section 26, Township 116, Range 23 West, Carver County, Minnesota, lying northerly of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. 4. The City of Chanhassen, as the Local Government Unit responsible for administration of the Wetland Conservation Act, has reviewed the Joint Notification Application and submitted the Joint Notification to the Board of Water and Soil Resources, the Carver County Soil and Water Conservation District, the Department of Natural Resources and the United States Army Corps of Engineers to solicit comments based upon their respective reviews. 5. The Applicant is proposing 25,206 square feet of permanent wetland impacts for the purpose of constructing public roads and single-family homes. 6. SUBDIVISION FINDINGS a) The proposed subdivision is consistent with the zoning ordinance and meets all the requirements of the "RLM" Residential Low Medium Density District. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the citys comprehensive plan; c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e) The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; f) The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. 7. When approving a conditional use permit or interim use permit or wetland alterations, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a) The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b) The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c) The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d) The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e) The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. fj The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h) The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i) The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j) The proposed development will be aesthetically compatible with the area. k) The proposed development will not depreciate surrounding property values. 1) The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, V, VI and = of the Chanhassen City Code. 8. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Due to the topography of the site, the construction of the storm water pond in the primary zone is a reasonable request. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification due to the unique characteristics of the site. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d) The alleged difficulty or hardship is not a self-created hardship. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 9. The planning report #10-09 dated July 6, 2010, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the Bluff Creek overlay district with a Variance for encroachment into the primary zone for the construction of a stormwater pond; a Wetland Alteration Permit for the grading and filling of wetlands; and an Interim Use Permit to allow site grading prior to final plat approval. ADOPTED by the Chanhassen Planning Commission this a day of July, 2010. CHANHASSEN PLANNING COMMISSION I•.W Its Chairman 4 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION 19EX_FYA11110 11 k!1L.&vo 1.4 o,Kgs 7T9g AIVA& 4,t D2.fva EoF.✓Peskaet�rZVW "S#4 Contact: ,SoN.srAt6 OD Phone: gl:z•zza.~,7 Fax: rj2.z29:6,az.4 Email: 19Rq&A�.r.4.1.44 Planning Case No. I iJ — U l CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PI.ASIMNG DEPT Property Owner Name and Address: 60, �i✓ narrruil .i46V 347 Contact: atu o' + Phone:Diz.5aYO,c7Vl1 Fax: Email: bo,rnnKl}t5�v�f�Sa[�+�tsN+stt NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment X Conditional Use Permit (CUP) 4 Interim Use Permit (IUP) 14G Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' / ii Subdivision' Loco t C`f f x t G= L410> Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) X Variance (VAR) .ZoU Wetland Alteration Permit (WAP) 2% Zoning Appeal Zoning Ordinance Amendment Notification Sign (City to install and remove) 15o x Escro Filing Fees/Attor Cost" $5 CU SPRA/AC A AP etes &Bounds - $4501aintorSUB 3,oiU c.K#3r)77 TOTAL FEE 3,2-k0 ( Aso c K`f39fiZ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. "Five (5) full-size folded copies of the plans must be submitted, including an 81/z" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: �Oi✓�dle GArSS LOCATION::6e& ✓srJIP /1(��✓Ii+.ILY /Pit.✓G1L23✓ ff LEGAL DESCRIPTION AND PID: 0&-A#f/d. &p /�w dIJM c..'�:•h /�l.Ac-t' A b .-Oz&Z DOO TOTAL ACREAGE: - �} 7TLS- WETLANDS PRESENT: X YES NO PRESENT ZONING: t2LM REQUESTED ZONING: Ql /►d PRESENT LAND USE DESIGNATION: SI/✓(/iL4--AArnslLt, — AeS Low 46rr.3rl� REQUESTED LAND USE DESIGNATION: SLA�UL/'1-C/1MILrn- �'� LOr✓L(i✓6✓I� REASON•- - • :. I � l FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. SS n re Mof Applicant Date I D �l l� Signature of Fee Own r Date gAplanVormAdevelopment review application doc SCANNED June 4, 2010 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Preliminary Plat Application Dear Ms. Aanenson: RYLAND HOMES TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952-229-6000 Office 952-229-6024 Fax w .ryland.com Ryland Homes is pleased to submit to the City of Chanhassen a preliminary plat application for Pioneer Pass. The proposed development includes ninety four (94) single-family lots, the completion of a collector street from Bluff Creek Boulevard to Pioneer Trial and the creation of an 8.7 acre city park. With this application, Ryland requests the approval of a conditional use permit and a subdivision to create the Pioneer Pass preliminary plat within the Bluff Creek Corridor. In addition, Ryland requests an interim use permit to begin site grading with preliminary plat approval, a wetland alteration permit and a variance to grade within the Bluff Creek Primary Zone. Ryland is anticipating developing Pioneer Pass in two phases, with phase one containing forty one (41) lots, the collector street, and rough grading of the city park. Phase two development will start in 2012 with the completion of the remaining fifty three (53) lots. For Pioneer Pass Ryland will begin home sales by offering six floor plans, ranging from 2,185 square feet to 3,346 square feet with sale prices from $368,000 to $440,000. Each home has three to four different elevations for our buyers to choose from. All homes will consist of two-story construction with a 9' foundation, 9' first floor ceilings, four bedrooms, two and one-half baths including a master garden bath, and three car garages. Other features and options depending on home style include second floor laundry, tandem 4" stall garage, main level office, and a morning room addition off the rear of the home. Ryland Homes has enjoyed working with City Staff on past projects and look forward to working with Staff again on Pioneer Pass. If you have any questions with this application, please call me at (952) 229-6007. Sincerely, f Mark Sonstegard Land Development Manager Twin Cities CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 'l-AN'AtjtN u�AVN+NG u" ° MEA[ J A / Z r4r, - - 47 CIry OF CNnVED95EN~ CD JIIN 0 4 201U, ,'I CHANMa$a1 NP�gNNIN(y . y a � 4 1 / p z N O e. 1 ' k " 1 I • b QI DRA. BY DAX 41 t 0 Y r / ✓l Fir 1,?II. fit" ?',� -��� I. I` _.I ��I �'"•� �d"e / �`/{%� hg /`.� RFNlNUMK : n— W xn m - v. v� 4t'n�W 4 oxnw sµf n rto CAD FlLL ' W 31B98-RCE%L Pu N N n[Py,N p/W 4UNMLx1 P'A1 0 1 4 .ll! 1 rnMM[o pp YN[ ® MO-ECT H0. 4Ev- pp.11 x •W H [xnn MI 1�998-RO UANN[D ] ORNNV a IdIO DNBJNtlId NSSSVHNVNO moa t o Nnr OBAGOU N3SSVHNVHO dO ALO rpL :BCD laal COZ . Wes. I 30VNId2I0 43SOd0Nd NLLra X MrN [YTIB � nT3 Imi��'"Vra" i .wn°X°nm� x3Nie "v`ir� m a ne nmra w arx crow -.oNa - n mmN `�F3B 7HE PRESERVE A7 BLUFF :REEK ..,,, . / _ aiEK �f PRFSRR'.'F .. RIOT' "REEK A.�, C." 171.84�� ^ .08'S3'48`W N o+`awya ..� r I �Flr"�. •� \c I TiwSs?:"n'o�W �;ocw":u" o"o°;^..°mw..,y�N.,.ix. 4 uao uo�tuta�uE>• L >♦�aou�u_a muo�as� uov.;��uEa�.u.>•�uo�v� mo�>•��t_a L w ftMEAIP.M M HOF � �11fmm �iNM Himi€ =0 Ll �S 6!•��Cw}J.l�pppp��EC� _ =asmv�sag:s�,�sma== CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHA95EN PLANNING GEPT N m.v.0 aMxq � Awni r° LL- v 'w esiNc 5 r w NwM� uss NN. ® N N. 'M LOT xNE5�AND YMO 110 Ml Vx`ESA OMEPMY m11[°.iEo..DAwwc ww. ,.Is AND MEM sxorm ON Ms'A SCANNED 71 i � a Y pawW1G� 410W�fMV1X1YrvR IAAxWFTAttJNLGROfwAf TAi�NO�I Wlr�.vm4. nY�wq�IY.�Yntl. Cuvw CamX.Mro�-.s ANHASSEN IVED 4 2010 l MNG DEFT E� i� DRAM BY pW DAM e/a/10 REASONS CAD p 0 ]1990-]0pp W90XCT ND. E199040 »Is-aart., a., .w3-oa�zn, :yaw .ass w'..q.e nl s•s n r w � aw 11kwm / S103ra710 / sawvm ays Y Em � s§ 30 o g� Y ry re-t j�aa.g,o YYYe �qf;8� 4 11 - �.I:+si 71 1 d:d 1, is 1, 1 1 / 1 Igl'1 1`cpc ba s N�! 11!1 1 141:16111,t)'I'I 1 i 1 Ib?e/!1:1:1:1 '1'1 1 1". 1 t'1;1'I 64U 1 �l:i: 1, l:l, 1, Ia n'/:1:1:1:1, 1!1, 1, 1,1 1 1 1 0�`• ;' a f`�e q _1:,111:1:1:1:1 0'�:O a3:e OC17,I.Z70-S7 'ON Old - J3103L1-f- SIO� ?' 0 ll..Vc- / °�a c°•ic `o "a u �° ° I N V I acncmlemc ` a iou'xiir a omK::r°` nran'oe'n n :.1 �} cw Ir rvan w w uu w cur 23 24 g - 1 2 I' I S a, i s ass .y B dcc N?. r ee �ANH4 EN 8 y 14 20PA 1 J � a `r IN �\ iZ4�lG r 17 N ca MOZ O �GNNNEp DnhHN BV - �orENll N2"' o rz U TLO''D 51, ""� a n[vvons 3.3 1 1 7 OHANVSEN C C ♦ 1' 1\ 1 �\. 1 \ RECEIVED { t 3t JUN 0 4 2010 ' IN PL*MNB DW t3 4 M E•' 0. � I S N 6 cc 927.0 29 t ♦, 1 W t`, 1 U' 1 \ Y 4zj OE 1 le a of I 7 \ ` , •n vMAv delmCl rl ♦ q ♦ } ---- -- po ounor c -� ([ DRAM Y cx __ __ / CA1L w eroo -- 1 i.• I a/OON mwc _ NEH&W9 i F *5INSIS, 0 NIT 'F.✓ J IBENCHMARK SCANNED Tl....l.l. •A.../ I• Llv �1 I �' I al lOrtlC 0 f E C ' r IMF R[ W `S e p o:N.CB OnRW GflOJEC I... O 1 1 M aeu [ ne AJO R� IIIIICLnJVESTMENT F �Ma M««m U. aRpT. P. 4, ;•/ r� 9 r- L ' MnaT ey I / 1 . >e k z it CITY OF H'ANHASSEN I` Ind a Y I JUN 04 2010 Z 1 n, i •` to y CHANHABSEN pLABNN00iM Qi d cc Tillie L � i 7 V 0 p j �4 - L 0. �u�� , tl 1f g e✓i"Y6 _1 � 4L1 yt �. 'I 6�tF ;. ;��� .-e— •'�' � ._`� ,- 1 J, II ,. v, v ✓, zi x r� � a 0. < l i' ..KIRN9R' .� 9E I Y „I' I : i RL .' w if a.. r.?'e'U v:l FA �� i� 14 f f I %•I I ,Ii a „{Y ->--- I-r! p `J 4 EE Ili DRAM BY TN Total upiano or Tirol v.uoneR ewnn pork) .a ( 0 ) 35.03 «. solm NI w ea (8,]e- I,II co.) )66 a< or ]]].6]0 SF SEBCHUAW A. n, R Tot( , In "A a ;se I " MnKNnv - stt M Pkfv Aul flSv. p; O.J. x.q ALL O.tuN DACE 6/a4/10 F[NSICNS B e..11n. <anepY <eHra9. 3.2E or I.11 ac. FARM... eonopY < nap. ( • e P•evlEe oy089 Y al conopY) 306 Ir... � - M. N u N R�CN'EFi' le [ OAF'... ¢/A LINE, MAY, Min;mom conepY --.S. npu;reE 25F or 6.]6 o c, O [v;5]iN< tAll sAM ., anU O,.I TOTAL NUMBER 0P TREES 50 BE PLANTED IN OEKLOPMENT ID6U].]A] TREES O [visTING lrtE MWKO Propo..G Ir.. ptOnM\Im MILK A, 0.]] A. Def— ;n poppy <o,.m, leA ec. SIT, r..1. WA RED fwrmpc.PDA 1AKo z n Mulllpin L] TC4AL NG Of 51.WfIGNi TREES ll� AND ONfAilRl l) so io N0. OF WNLIFIANT TREES SAKS 19 30.1E or. TJnMe.. FOASAS ,at., .RM.--I 0.9A o<. or 10 M V TOTAL N0. OF 96NVICANT IREES REMOVED ]I 63-0' IT e,a iolal numCet of b... 10 e. pbnlea t Tree/1.089.1 . J) 4..s., _ i. ,r CAD FILE }iy96-]OiG SCANNED PROJECT NO. .�- . IM om�m'��®mmmmm�© om�m'��m•mmmmm�© om��m�0mmmmm�© m��m��mmmmm�� mm�m�m�©ommmm�© mm���®mmmmm�� mm�m��m•mmmmm�© mi��m0mmmmm�© m0�om•mmmmm�© m��o0mmmmm�© m0�mommmmm�© mm�mv�©mmmmm©� m0��ommmmmm,� m0m��,•,.,,�=•,�ommmmmm,� mm�m��m•mmmmm�© ®m�m��mmmmmm�© mm��m��m•mmmmm�©I ©m��0m•mmmmm�© om���■�m•mmmmm�© m��,��■��®mmommm.� m��� E��ommmmmu� mo��,�mmmmmmm.� ooma�`E=�m•u�ammmm.� m��ommmmmm©_�_ oo�000mmmmm,� . �IN RE FIVE JUN 0,4 Me fN t CHANHASSEN PLWNINE 'EPT d N G i lv SEAMNED ■ MEu VL v ■ I CITVOFCHANHASSEN C RECEIVED $ JUN 0 4 2010 CNANFU86ENPWWNOOEPT I / ze I _ -----_ -___ / ----------------- A a i S, J DEGLER :---- r .t' H- A l. \ rr _ 12 I 1I I 1 ouno[ c i 1 ,� I DRAcx BY CAM �. —� RLNlIDr1$ — / WNNUOTA E=} ; * OF r ', I --� r C ` 1 AA PLAT lr �, k fll' : E/ (J(M1N MLINGEIHI . `MEfJiS LLC _ - I I I / PIO NO. ?5.04]C '-TMENT'- I _ y�y ry -� r , ur A" 111TW rs Ll BEtlCtlNEBI[ s BM /1. RR. Sf4X[ •AVM vI.0 BF :S >4W4 r w[ :rtiq tr Oau[wXr - x. so[ cv sx.i ix CADRUE LBBB-2o-10U [u v, [ X FROJECi Na w UrvE w wM[xr R yNm EN�1.141 -. m o rvu uriE ® SCANNED BIBBB-10 :ITYOF LSANHASSEN � h4 � t I E : ,� RE^EIVED 3$9 i Y { �F r L yy DEPT r � 4 U 77 99 i V�4 �`� � �r 14 �r I1 �,�,�� 'k r , •� � hrTn v n, ° �` U I i � I rot• ' i I r zj r .. ;r PRELIMINARY LANDSCAPE PLAN _ _ onnrm er Lmmci Mobs DAM Y -- �= .. ..� PLANTMO PALETTE.• eAFWAMMC PENSIONS CAD naE ¢lane-aa k— CARVER CONSERVATION DISTRICT June 23, 2010 11360 Hwy.212 Suite 6 Colgone, NM 55322 Phone 952-466-5230 htto://www.co.m"er.mn.us/SWCD/SWCD main.html Mission Statement. To provide leadership in conservation and teach stewardship of the .soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. Robert Generous, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Pioneer Pass, plan date 6-4-10 The SWCD has reviewed the above mentioned preliminary development plan for erosion and sediment controls. Following you will find my comments: -A National Pollution Discharge Elimination System permit will be required for this development. -The General Contractor who has overall charge of day to day operations needs to be on the NPDES Permit as the contractor. The Owner and or General Contractor have the responsibility for the NPDES permit, not the grading contractor. The owner must have an individual qualified to complete stormwater inspections. A box will need to be placed on site for these specific documents, and or kept in the project office. The Carver SWCD will be completing inspections of the rules of the NPDES permit and city ordnances to see if the owner and or contractor are in compliance with the permit. This permit is a self maintained permit. Guidelines of the pemtit can be found at the following web site: http://www.l)ca.state.mn.us/water/stormwater/stormwater-c.htnil At this point the Stormwater Pollution Preventive Plan (SWPPP) is incomplete The Stormwater Pollution Preventive Plan submitted is just a generic plan set showing NPDES permit requirements. The SWPPP must be a plan showing in detail on how to implement erosion and sediment control practices for this specific project site. The site is a challenging location with Bluff Creek receiving the stormwater runoff. It is imperative that the plan reflect actual conditions and methods to avoid stormwater discharge. AN EQUAL OPPOR UNM EMPLOYER Plan will need to include temporary sediment basins with actual calculated designs as the drainage area is over the NPDES threshold. Until a SWPPP is developed for Pioneer Pass and approved, the MPCA will not issue a stormwater permit for this project. Once we receive these updated plans, our office can review the stormwater management plan and offer comments. Sincerely, Chip Hentges CPESC Conservation Technician Pioneer Pass Chanhassen, Minnesota TRAFFIC NOISE ASSESSMENT Prepared for the Pioneer Pass, LLC by David Braslau Associates, Inc. 15 September 2006 Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment Table of Contents 1.0 INTRODUCTION.............................................................................................................1 1.1. Study Objectives and Project Location........................................................................... 1 1.2. Minnesota Noise Standards............................................................................................. 1 1.3. Report Structure............................................................................................................... 2 2.0 DATA SOURCES USED FOR THE ANALYSIS ... „...... „.......... „...... „.„.... „.„............. 4 2.1. Information on the Proposed Project............................................................................... 4 2.2. Previous information on the Project Site......................................................................... 4 23. TH 212 Traffic Projections.............................................................................................. 4 3.0 TRAFFIC NOISE MODELING ASSUMPTIONS..........„....„.„ ................ „.......... „.„... 5 4.0 TRAFFIC NOISE MODELING RESULTS ........................... „...................................... 7 4.1. PM Peak Hour Traffic Noise Levels............................................................................... 7 4.2. AM (6-7 AM) Traffic Noise Levels................................................................................ 7 5.0 NOISE ATTENUATION REQUIREMENTS.............................................................. 10 6.0 FINDINGS AND CONCLUSIONS ........ „..„......._......................................................... 11 David Braslau Associates, Inc. Pioneer Pass/Chanhassen Minnesota Traffic Noise Assessment List of Figures Figure 1.1 Site Layout Relative to Bluff Creek and Roadways ........................................... 3 Figure 3.1 Receptor Site Locations......................................................................................... 6 Figure 4.1 Ground or Walkout Level L10 Levels (PM) ....................................................... 8 Figure 4.2 Upper Floor L10 Levels(AM).............................................................................. 9 David Braslau Associates, Inc. Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment List of Tables Table 1.1 Minnesota State Noise Standards......................................................................... 1 Table 3.1 Assumed AM and PM Traffic Volumes on TH 212 (vph in 2025).................... 5 Table 3.2 Assumed AM and PM Traffic Volumes on Pioneer Trail (vph in 2025).......... 5 David Braslau Associates, Inc. Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment 1.0 INTRODUCTION 1.1. Study Objectives and Project Location This noise assessment reports on projected traffic noise levels at the Pioneer Pass development in Chanhassen, Minnesota, that will be located south of Bluff Creek, west of the newly constructed TH 212, and north of the realigned Pioneer Trail. Location of the site relative to Bluff Creek, the future TH 212 and Pioneer Trail is show in Figure 1.1. The assessment addresses compliance of the project based on the Minnesota Noise Standards. 1.2. Minnesota Noise Standards The Minnesota noise standards for different land uses are presented in Table 1.1, with those for residential land use (which apply to the Pioneer Pass development) shown in bold type. The 1,10 metric represents the noise level not to be exceeded for 10% or six minutes of an hour. The L50 metric represents the level not to be exceeded for 50% or 30 minutes of an hour. Table 1.1 Minnesota State Noise Standards Noise Area Classification Daytime (0700-2200) Sound levels in dBA Nighttime (2200-700) Sound levels in dBA Noise Metric L10 L50 L10 L50 1 residential 65 60 55 50 2 commercial 70 65 70 65 3 industrial 80 75 80 75 Source: Minnesota Rules 7020.0040 Under exceptions contained in Minnesota Rules, commercial noise standards (NAC-2) or an L50 of 65 dBA can be applied to a residential land use providing the provision in the rules can be met. The applicable provisions of Minnesota Rule 7030.0050 are presented below. Subp. 3. Exceptions. The noise area classification for a land use may be changed in the following ways if the applicable conditions are met. B. The standards for a building in a noise area classification 2 shall be applied to a building in a noise area classification I if the following conditions are met: (1) the building is constructed in such a way that the exterior to interior sound level attenuation is at least 30 dB(A); (2) the building has year-round climate control; and (3) the building has no areas or accommodations that are intended for outdoor activities. Any new home constructed to comply with the Minnesota energy code will likely comply with the first two conditions listed above. Outdoor areas associated with homes are not normally intended for use between 6-7 am when the highest "nighttime" levels occur. David Braslau Associates, Inc. Page 1 Pioneer Pass/Chanbassen, Minnesota Traffic Noise Assessment 1.3. Report Structure Section 2.0 of this assessment describes the information and data sources used in noise level prediction and analysis. Section 3.0 describes noise modeling assumptions. Section 4.0 presents the noise modeling results. Section 5.0 discusses sound attenuation required to comply with the Minnesota noise standards and HUD guidelines. Section 6.0 contains a summary of findings and conclusions. David Braslau Associates, Inc. Page 2 Pioneer Pass Pioneer Pass LLP Pioneer Pass (Chanhassen, Minnesota) Traffic Noise Assessment l_ CITY OF CHASHASSEA Cam❑ an, or CRAN1MSM T.H. 212 VKyIGN SlIeZ PHWf SY 1019-12 mu" ainK nnnT FIGURE 1.1 David Braslau Associates, Inc. I TRAFFIC NOISE ASSESSMENT I Site Layout Relative to Bluff Creek and Roadways Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment 2.0 DATA SOURCES USED FOR THE ANALYSIS 2.1. Information on the Proposed Project Information on the proposed project that has been provided by Terry Schneider of Project Development, Inc. include the following: • General project location • Site layout relative to the adjacent roadways • Grading and drainage plan that includes pad elevations of proposed buildings 2.2. Previous information on the Project Site Highway geometry and elevation data were obtained for a previous study to assess potential noise levels on the proposed project in discussions with MnDOT with reference to the Sever Peterson property. There is no warranty expressed or implied by Sever Peterson as to the applicability of these data for use other than its original purpose. However, the previous grading plan for the Peterson property has been superceded by the new grading plan Pioneer Pass and has been used for the analysis and prediction of traffic noise levels in this Pioneer Pass noise assessment. 2.3. TH 212 Traffic Projections Future traffic projections for 2007 and 2025 by MnDOT were available from a previous air quality analysis update for the TH 212 corridor. David Braslau Associates, Inc. Page 4 Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment 3.0 TRAFFIC NOISE MODELING ASSUMPTIONS Roadway elevations as well as detailed topographic data previously provided by RLK were used in conjunction with the Final 50 Scale Grading Plan for Pioneer Pass, LLC, as input into the traffic noise model. Roadway traffic volumes used for the AM (6-7 AM) and PM Peak Hour are shown in Table 3.2. Table 3.1 Assumed AM and PM Traffic Volumes on TH 212 (vph in 2025) PM Percent NB SB Cars 90 1357 3006 MT 4 60 134 HT 6 90 200 AM Percent NB SB Cars 90 1803 814 MT 4 80 36 HT 61 1201 54 A speed of 65 mph was assumed on TH 212 Two-way roadway volumes on Pioneer Trail based upon traffic flow data and are shown in Table 3.2. Table 3.2 Assumed AM and PM Traffic Volumes on Pioneer Trail (vph in 2025) PM Percent Two-way Cars 95 1330 MT 2 28 HT 3 42 AM Percent NB Cars 95 798 MT 2 25 HT 3 1 17 A speed of 55 mph was assumed on Pioneer Trail. Based upon the topographic and grading information provided, some limited shielding of the homes by the TH 212 cut was included in the noise model as a topographic noise barrier. Thirteen lots that are closest to Pioneer Trail and TH 212 were used to assess potential noise impacts on the project. Homes further from these roadways will be shielded by this first row of homes and will have levels that are at least 4 to 5 dBA lower. Receptors on the ground and upper floor of a home on each block were assumed. The receptor site locations are shown in Figure 3.1. Braslau Associates, Inc. Page 5 Pioneer Pass Pioneer Pass LLP Pioneer Pass (Chanhassen, Minnesota) Tau Fg, N.Jon AoePe—.d FIGURE 3.1 David Braslau Associates, Inc. I TRAFFIC NOISE ASSESSMENT I Receptor Site Locations Pioneer Pass/Chanhassen, Minnesota Traffic Noise Assessment 4.0 TRAFFIC NOISE MODELING RESULTS 4.1. PM Peak Hour Traffic Noise Levels Predicted PM Peak Hour traffic noise levels (year 2025) at the ground floor or walkout level (representing persons standing at ground level outside of the buildings) are shown in Figure 5.1. It can be seen that the ground level receptor sites are predicted to be in compliance with the Minnesota noise standards in the year 2025. 4.2. AM (6-7 AM) Traffic Noise Levels Predicted AM (6-7 AM) traffic noise levels (year 2025) at the upper level (representing sleeping rooms) are shown in Figure 5.2. The L10 55 are above the nighttime standards. This is a common occurrence along all major highways in the Twin Cities Metropolitan Area. However, under the MPCA rule exceptions, as noted in Section 1.2, the higher NAC-2 standards can be applied providing a 30 dBA attenuation is provided by the walls along with year-round climate control. This is discussed in Section 6.1 below. David Braslau Associates, Inc. Page 7 (Wa) siana7 01'I1nolplA so punouj SNRIKSSaSSV aSION DIddVIU auI'sa;eiaoseynelsma piAv Ft, a1TllOId (eloeauaryg'uasnqusgO) ssad iaauold d'I'I seed iaauoid joldooeU £l Zl ll 0l 6 9 L 9 9 b £ Z l SS 99 LS 89 69 r J 09 a D l9 Z9 £9 179 pJepuelS asioN awiIAea 99 Old 99 3uou[ssossV asioN otgeu• sssd aaouocd Pioneer Pass Traffic Noise Assessment 65 64 63 62 61 a m 8 60 0 J 59 58 57 56 L10 55 Nightime Noise Standard 55 1 2 3 4 5 6 7 8 9 10 11 12 13 Receptor Pioneer Pass LLP Pioneer Pass FIGURE 4.2 (Chanhassen, Minnesota) David Braslau Associates, Inc. TRAFFIC NOISE ASSESSMENT Upper Floor L10 Levels (AM) Pioneer PaWChanhassen Minnesota Traffic Noise Assessment 5.0 NOISE ATTENUATION REQUIREMENTS As noted above, the MPCA rules will require a 30 dBA exterior -to -interior noise attenuation for the residential buildings in the Pioneer Pass development that are adjacent to TH 212 and Pioneer Trail. For construction that complies with the Minnesota Energy Code, insulating windows are needed as well as insulated walls. The minimum STC rating generally encountered for new insulating windows in Minnesota is STC 28. STC is the Sound Transmission Class that specifies how much sound attenuation is provided by a window or a wall. Typical wall construction with 2x6 studs provides an STC 40 wall with 2x4 studs providing an STC 39 wall. Typical bedrooms do not have more than 20% window area. With these assumptions and a 3 dBA correction factor to reflect traffic noise, the 30 dBA exterior -to -interior noise attenuation would be achieved. In addition to the proposed wall construction and windows, normal good building practices to ensure adequate sound attenuation such as shielding or appropriately routing through -the -wall vents and adequately caulldng windows and other openings will be required. David Braslau Associates, Inc. Page 10 Pioneer Pass/Chanhassen,n Minnesota Traffic Noise Assessment 6.0 FINDINGS AND CONCLUSIONS A traffic noise assessment has been completed for the Pioneer Pass development based upon the MPCA noise standards. The assessment has been based upon 2025 traffic projections by the Minnesota Department of Transportation (MnDOT) for the future TH 212 corridor passing through Chanhassen, Minnesota. Roadway elevations, topography and pad elevations have been based upon previously provided data and the Final 50 Scale Grading & Drainage Plan for Pioneer Pass. Vehicle mix has been based upon data from other studies along TH 212 in the study area. Receptor sites have been assumed on the fast and second floors of each of the proposed residential buildings adjacent to the future TH 212 right-of-way and Pioneer Trail. Traffic noise predictions have been made taking into account the roadway and traffic parameters as well as shielding by topography due to the TH 212 cut. Predictions of noise levels (1,10 or the level exceeded 10% of the hour) were made for the worst "nighttime" hour, or 6-7 AM, and the PM Peak Hour. In the year 2025, predicted L101evels at the ground or walkout level are in compliance with the daytime noise standards, while the upper level or sleeping room level are above the nighttime standards, but by less than 10 dBA. However, under the MPCA rule exceptions, the higher NAC-2 standards can be applied providing a 30 dBA attenuation is provided by the building along with year-round climate control. Typical building construction should provide the needed 30 dBA noise attenuation required by MPCA rules when the nighttime level exceeds 55 dBA by no more than 10 dBA. y:\jobs\2006jobs\206089\pioneerpws-noisens sment.dm David Braslau Associates, Inc. Page 11 Minnesota Department of Transportation iq W < Metropolitan District Waters Edge �'oF,Nr 1500 West County Road B-2 Roseville, MN 55113-3174 June 25, 2010 Mr. Robert Generous City of Chanhassen P.O. Box 147 Chanhassen, MN 55317 SUBJECT: Pioneer Pass, Mn/DOT Review P10-012 North East Quadrant of US 212 and Bluff Creek Boulevard Chanhassen, Carver County Control Section 1017 Dear Mr. Generous: The Minnesota Department of Transportation (Mn/DOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Water Resources: This site will drain to Mn/DOT Right of Way as indicated on plan sheet 3.4, therefore a AWDOT drainage permit will be required. The drainage permit application form can be found at httt)://www.dotstate.mn.us/utilitv/fortns/iiidex.htinl. We have received the following information: Final drainage plan showing storm sewer plan, storm sewer and culvert profiles and pond contours Existing and proposed drainage area maps with flow arrows Existing and proposed drainage/pond computations for the 2, 10, and 100 year rainfall events This information will be reviewed once the drainage permit application is received. Additional information may be required once a drainage permit is submitted and after a detailed review. Please direct questions concerning drainage issues to Arash Moin (651.234.7542) in Mn/DOT's Water Resources section. Survey. The plat needs to clearly identify and label the B-corners and any found monuments. For questions concerning this comment please contact Bruce Wetherbee in the Mn/DOT Survey Section, at (651.366.516) An equal opportunity employer Permits: As previously stated, a drainage permit is required. Any use of or work within or affecting Mn/DOT right of way requires a permit. Permit forms are available from Mn/DOT's utility website at bft://Nv%v%v.dot.state.mn.us/titility/f`orms/index.htmi. Please include one I x 17 plan set and one full size plan set with each permit application. Please direct any questions regarding permit requirements to Buck Craig, Mn/DOT's Metro Permits Section, at (651.234.7911). Residential Noise Statement. Mn/DOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where the establishment of the land use would result in violations of established noise standards. Mn/DOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. The project proposer should assess the noise situation and take the action deemed necessary to minimize the impact of any highway noise. If you have any questions regarding Mn/DOTs noise policy please contact Peter Wasko in our Design section at (651.582.1293). As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Development Reviews Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 MnIDOT document submittal guidelines require either: 1. One (1) electronic pdf. version of the plans (the electronic version of the plan needs to be developed for I I" x 17" printable format with sufficient detail so that all features are legible); 2. Seven (7) sets of full size plans. If submitting the plans electronically, please use the pdf. format. Mn/DOT can accept the plans via e-mail at rnetrodevrevie,,vs.DOTOstate.mn.us provided that each separate e-mail is less than 20 megabytes. Otherwise, the plans can be submitted on a compact disk. If you have any questions concerning this review please feel free to contact me at (651.234.7792). Sincerely, Jon P. Solb Senior Plan r Copy sent via Outlook: E.Buck Craig Tod Sherman Arash Moin Bruce Wetherbee Nicole Peterson Jeff Rones Dale Matti Robert Generous/ Chanhassen Lydon Robjent/ Carver County Engineer Ann Braden / Metropolitan Council File Copy: Mn/DOT Division File CS 1017 Mn/DOT LGL File City of Chanhassen/Carver County, MN CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on June 24, 2010, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for a Pioneer Pass — Planning Case 2010-09 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 cP44*'day of SuM. , 2010. LWA Notary Pub "c %r KIM T. MEUWISSEN i Notary Public -Minnesota �' -- My C,onxMWon E)#W JW 31, 2016 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 6, 2010 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. PIONEER PASS: Request for a Preliminary Plat creating 94 lots, 4 outiots and right-of-way for public streets (approximately 45 acres); Conditional Use Permit for development within the Bluff Creek Proposal: Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on property zoned Residential Low and Medium Density RLM and Agricultural Estate A2 Applicant Ryland Homes Property North of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public What Happens hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/l0.09.html. If you wish to talk to someone about this project, please contact Robert Generous by Questions & email at benerous@ci.chanhassen.mn.us or by phone at 952-227- Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallndusirial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s), • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Date & Time: Tuesday, July 6, 2010 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the a enda. Location: City Hall Council Chambers, 7700 Market Blvd. PIONEER PASS: Request for a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 45 acres); Conditional Use Permit for development within the Bluff Creek Proposal: Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on property zoned Residential Low and Medium Density RLM and A ricultural Estate A2 Applicant: Ryland Homes Property North of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public What Happens hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/i)lan/l 0-09.htmi. If you wish to talk to someone about this project, please contact Robert Generous by Questions & email at boenerous@ci.chanhassen.mn.us or by phone at 952-227- Comments: 1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialfindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard, Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. AMY S GUNN ANDREW A & ERIN E OHMAN ANITA L & RICHARD A LANG 1842 COLONIAL LN #5 1863 COLONIAL LN #2 1840 FREEDOM LN #205 CHANHASSEN, MN 55317-4677 CHANHASSEN, MN 55317-4675 CHANHASSEN, MN 55317-4769 BARBARA DUDGEON 1840 FREEDOM LN #103 CHANHASSEN, MN 55317-4663 CHRISTOPHER JOHN WOODROW 9660 WASHINGTON BLVD #4 CHANHASSEN, MN 55317-4657 DAVID B WINQUIST 1846 PLYMOUTH LN #206 CHANHASSEN, MN 55317-4772 DERIK J & JACLYN M KLEINSASSER 1862 COLONIAL LN #5 CHANHASSEN, MN 55317-4675 EMILY CARLSON 1813 FREEDOM LN CHANHASSEN, MN 55317-4556 GAYLE O & LOIS J DEGLER 541 PINEVIEW CT CHANHASSEN, MN 55317-8697 JAMES M & SUSAN E KEELER 1817 FREEDOM LN CHANHASSEN, MN 55317-4556 JOHN K & MURIEL L VILLEMONTE 1842 COLONIAL LN #6 CHANHASSEN, MN 55317-4677 BRIAN & JESSICA DIAZ 9330 RIVER ROCK DR N CHANHASSEN, MN 55317- CRAIG R & DOLORES A CONWAY 1846 PLYMOUTH LN #203 CHANHASSEN, MN 55317-4649 DAVID W LARSON 1842 COLONIAL LN #1 CHANHASSEN, MN 55317-4677 DOA PROPERTIES IX, LLC ONE MERIDIAN XING #100 MINNEAPOLIS, MN 55423-3938 FOX PROPERTIES LP 27990 SMITHTOWN RD EXCELSIOR, MN 55331-7911 GERALDINE L KRATOCHVIL 1846 PLYMOUTH LN #205 CHANHASSEN, MN 55317-4772 JENNIFER TIBODEAU 1842 COLONIAL LN #2 CHANHASSEN, MN 55317-4677 JOHN KLINGELHUTZ 350 HIGHWAY 212 E PO BOX 89 CHASKA, MN 55318-0089 BRIAN P HANSON 725 WESTON RIDGE PKWY CHASKA, MN 55318-1202 CRAIG W LEIBBRAND 8477 GRACIE MAC LN OOLTEWAH, TN 37363-5790 DENVER D TENBROEK 1822 COLONIAL LN #4 CHANHASSEN. MN 55317-4650 EDWARD J & DEBRA K WEST 1837 FREEDOM LN CHANHASSEN, MN 55317-4556 GARY A & DEBORAH STADSKLEV 1846 PLYMOUTH LN #204 CHANHASSEN, MN 55317-4772 JAMES C & REXANNE D CLINITE 1846 PLYMOUTH LN #105 CHANHASSEN, MN 55317-4673 JODI M GINSBURG 1822 COLONIAL LN 46 CHANHASSEN, MN 55317-4679 JOSEPH E VANKIRK 1840 FREEDOM LN #202 CHANHASSEN, MN 55317-4663 JOSEPH EDWARD OPROSKO JOSEPH S & BERNADETTE M KRUK JOSEPH SHAUN WAGGONER 1842 COLONIAL LN #4 9320 RIVER ROCK DR N 5467 ABBEYFIELD ST E CHANHASSEN, MN 55317-4676 CHANHASSEN, MN 55317-4746 LONG BEACH, CA 90815-3015 JOSEPH W & CARRIE DORN JULIANNA M DAPPER DEBRA CHENOWETH 1833 FREEDOM LN 9688 WASHINGTON BLVD 1829 FREEDOM LN CHANHASSEN, MN 55317-4556 CHANHASSEN, MN 55317-4613 CHANHASSEN, MN 55317-4556 JUSTIN M GIVEN K HOVNANIAN T&C HOMES AT MN KARA JEAN HANRAHAN 1840 FREEDOM LN #204 7615 SMETANA LN #180 9696 WASHINGTON BLVD CHANHASSEN, MN 55317-4769 EDEN PRAIRIE, MN 55344-4702 CHANHASSEN, MN 55317-4613 KAREN SCHULTE KATHRYN R DIX KEVIN CHARLES SPENCER 9680 WASHINGTON BLVD #3 1822 COLONIAL LN #3 1862 COLONIAL LN #4 CHANHASSEN, MN 55317-4654 CHANHASSEN, MN 55317-4679 CHANHASSEN, MN 55317-4675 KEVIN MERCER KRISTIN K BILDEN LEO & RITA RAZIDLO 60 STONE RIDGE DR 1802 COLONIAL LN #4 1846 PLYMOUTH LN #201 HURRICANE, WV 25526-7700 CHANHASSEN, MN 55317-4681 CHANHASSEN, MN 55317-4772 LIBERTY ON BLUFF CREEK MASTER LYNN M OVERMNAN MARC RAKOTOMALALA 7615 SMETANA LN #180 1862 COLONIAL LN #3 9660 WASHINGTON BLVD #1 EDEN PRAIRIE, MN 55344-4702 CHANHASSEN, MN 55317-4675 CHANHASSEN, MN 55317-4657 MARCIA KLADEK MARY C BAGDONS MARY M SHEPHERD 9620 WASHINGTON BLVD #4 1846 PLYMOUTH LN #202 1846 PLYMOUTH LN #101 CHANHASSEN, MN 55317-4661 CHANHASSEN, MN 55317-4772 CHANHASSEN, MN 55317-4673 MARYAM 0 YUSUF MICHAEL J TIEDEN MICHAEL L OVERSCHMIDT 9680 WASHINGTON BLVD #1 1840 FREEDOM LN #203 1822 COLONIAL LN #1 CHANHASSEN, MN 55317-4655 CHANHASSEN, MN 55317-4769 CHANHASSEN, MN 55317-4679 MICHAEL M THAYER MORONI J & LINDA A ST JOHN NDI MINNESOTA LLC 1846 PLYMOUTH LN #102 1840 FREEDOM LN #102 12 SALT CREEK LN #200 CHANHASSEN, MN 55317-4673 CHANHASSEN, MN 55317-4663 HINSDALE, IL 60521-8611 OLEKSANDR ZOZULYA PADAM SINGH SAINI PAUL A SOMMERSTAD 9660 WASHINGTON BLVD #3 1805 FREEDOM LN 9620 WASHINGTON BLVD #1 CHANHASSEN, MN 55317-4657 CHANHASSEN, MN 55317-4556 CHANHASSEN, MN 55317-4661 PETERSON-JACQUES FARM LAND PHILIP W & JENNIFER A KNIGHT PRESERVE @ BLF CRK CO HOMEOWNERS 1822 COLONIAL LN #5 DEN FLYING CLOUD 47 CHANHASSEN, MN 55317-4679 4672 SLATER RD EDEN PRAIRIE, MN 553-4047 EAGAN, MN 55122-2362 RAMONA R PENA ROSALIE A GUIRY ROSS D & ROBYN E JOHNSON 1842 COLONIAL LN #3 9640 WASHINGTON BLVD #3 9684 WASHINGTON BLVD CHANHASSEN, MN 55317-4677 CHANHASSEN, MN 55317-4659 CHANHASSEN, MN 55317-4613 ROSS M & BROOKE N HEBRINK 9620 WASHINGTON BLVD #3 CHANHASSEN, MN 55317-4661 SARAH N MAYER 1809 FREEDOM LN CHANHASSEN, MN 55317-4556 STEVEN & LYNN WACHTER 1825 FREEDOM LN CHANHASSEN, MN 55317-4556 THAO L CA 1862 COLONIAL LN #6 CHANHASSEN, MN 55317-4675 TODD D RIEBE 1802 COLONIAL LN #3 CHANHASSEN, MN 55317-4681 WESLEY & LORRAINE V KAHLER 1840 FREEDOM LN #101 CHANHASSEN, MN 55317-4663 RUSSELL C BUFALINO 577 CONCORD DR CHASKA, MN 55318-1643 SHARON A STEVENS 9640 WASHINGTON BLVD #1 CHANHASSEN, MN 55317-4659 SUSANNE BAHR 1840 FREEDOM LN #105 CHANHASSEN, MN 55317-4663 THE RYLAND GROUP INC 7599 ANAGRAM DR EDEN PRAIRIE, MN 55344-7399 TODD M & DEBORAH S DOLAN 1846 PLYMOUTH LN #104 CHANHASSEN, MN 55317-4673 WILLIAM HENRY WEARN 1846 PLYMOUTH LN #106 CHANHASSEN, MN 55317-4673 SANDRA K FAGAN 1840 FREEDOM LN #104 CHANHASSEN. MN 55317-4663 STEPHEN W & SALLY A CLARK 617 TUPELO WAY CHASKA, MN 55318-1885 TERRA L SAXE 9692 WASHINGTON BLVD CHANHASSEN, MN 55317-4613 THOMAS FRIDGEN 1846 PLYMOUTH LN #103 CHANHASSEN, MN 55317-4673 WADE S & LISA J MARSH 1862 COLONIAL LN #1 CHANHASSEN, MN 55317-4675 I o -0,1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Ryland Homes and Peterson -Jacques Farm Land Co., I.LC — Planning Case No. 10-09, Pioneer Pass Request for Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the bluff creek overlay district with a Variance for encroachment into the primary zone; a Wetland Alteration Permit for the grading and filling of wetlands; and an Interim Use Permit to allow site grading prior to final plat approval on property located north of Pioneer Trail (1600 Pioneer Trail) and Bluff Creek Drive. On July 6, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ryland Homes and Peterson -Jacques Farts Land Co., LLC, for a single-family residential development. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Residential Low and Medium Density (RLM) and Agricultural Estate (A2). 2. The property is guided in the Land Use Plan for Residential — Low Density 3. The legal description of the property is: Northeast Quarter of the Northeast Quarter, Section 27, Township 116, Range 23, Carver County, Minnesota and That part of the of the Southeast Quarter of the Northeast Quarter of Section 26, Township 116, Range 23 West, Carver County, Minnesota, lying northerly of the MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-43, according to the recorded plat thereof, Carver County, Minnesota. 4. The City of Chanhassen, as the Local Government Unit responsible for administration of the Wetland Conservation Act, has reviewed the Joint Notification Application and submitted the Joint Notification to the Board of Water and Soil Resources, the Carver County Soil and Water Conservation District, the Department of Natural Resources and the United States Army Corps of Engineers to solicit comments based upon their respective reviews. SCANNED The Applicant is proposing 25,206 square feet of permanent wetland impacts for the purpose of constructing public roads and single-family homes. 6. SUBDIVISION FINDINGS a) The proposed subdivision is consistent with the zoning ordinance and meets all the requirements of the "RLM" Residential Low Medium Density District. b) The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c) The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e) The proposed subdivision will not cause significant environmental damage subject to compliance with conditions of approval; f) The proposed subdivision will not conflict with easements of record, but rather will expand and provide all necessary easements. g) The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1. Lack of adequate storm water drainage. 2. Lack of adequate roads. 3. Lack of adequate sanitary sewer systems. 4. Lack of adequate off -site public improvements or support systems. When approving a conditional use permit or interim use permit or wetland alterations, the City must determine the capability of a proposed development with existing and proposed uses. The general issuance standards of the conditional use Section 20-232, include the following 12 items: a) The proposed development will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b) The proposed development will be consistent with the objectives of the city's comprehensive plan and this chapter. c) The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d) The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e) The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f) The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g) The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h) The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i) The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j) The proposed development will be aesthetically compatible with the area. k) The proposed development will not depreciate surrounding property values. 1) The proposed development will meet standards prescribed for certain uses as provided in Chapter 20, Articles IV, V, VI and XXI of the Chanhassen City Code. 8. The Board of Adjustments and Appeals shall not recommend and the City Council shall not grant a variance unless they find the following facts: a) That the literal enforcement of this chapter would cause an undue hardship. Undue hardship means that the property cannot be put to reasonable use because of its size, physical surroundings, shape or topography. Due to the topography of the site, the construction of the storm water pond in the primary zone is a reasonable request. b) The conditions upon which a petition for a variance is based are not applicable, generally, to other property within the same zoning classification due to the unique characteristics of the site. c) The purpose of the variation is not based upon a desire to increase the value or income potential of the parcel of land. d) The alleged difficulty or hardship is not a self-created hardship. e) The granting of the variance will not be detrimental to the public welfare or injurious to other land or improvements in the neighborhood in which the parcel is located. f) The proposed variation will not impair an adequate supply of light and air to adjacent property or substantially increase the congestion of the public streets or increase the danger of fire or endanger the public safety or substantially diminish or impair property values within the neighborhood. 9. The planning report #10-09 dated July 6, 2010, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the proposed development including a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 63 acres); Conditional Use Permit for development within the Bluff Creek overlay district with a Variance for encroachment into the primary zone for the construction of a stormwater pond; a Wetland Alteration Permit for the grading and filling of wetlands; and an Interim Use Permit to allow site grading prior to final plat approval. ADOPTED by the Chanhassen Planning Commission this 60' day of July, 2010. PLANNING COMMISSION 0 Chairman a ItJ -09 Chanhassen City Council - September 13, 2010 Mayor Furlong: Moved and seconded. Any discussion on that motion? Hearing none we'll proceed with the vote. Resolution #2010-78: Councilman Litsey moved, Councilwoman Tjornhom seconded that the City Council adopt the attached resolution apportioning the assessments for PID 25.0262000 (Sever Peterson Parcel). All voted in favor and the motion carried unanimously with a vote of 5 to 0. G. PIONEER PASS, NORTH OF PIONEER TRAIL AT BLUFF CREEK DRIVE, APPLICANT RYLAND HOMES: 1. FINAL PLAT APPROVAL. 2. APPROVAL OF DEVELOPMENT CONTRACT. Todd Gerhardt: Mr. Mayor, City Council members. In the staff report, first page, paragraph 3 under the proposed motion, the development agreement states the City will reimburse the developer. We left that blank here waiting for a number from our consulting engineer and that dollar amount is $13,174.40. The rest of that sentence for the trunk watermain over sizing within Bluff Creek Drive, we also included an up to $51,000 furnish and install a pressure reducing valve within Bluff Creek Drive. If we could include that in the staff report but would not modify the motion. So the motion would stand as written. Mayor Furlong: Okay. Any questions on that? Okay if not is there a motion to adopt, is the staff report referenced in the motion Mr. Gerhardt? Councilman Litsey: Yes. Mayor Furlong: Is it? Todd Gerhardt: Yep. Mayor Furlong: I'm just reading from, okay. Would somebody like to make the motion then? If there's no discussion. Adopting the resolution of the modified staff report. Councilman Litsey: Sure, I'll make the motion that the Chanhassen, or the council approves the final plat for the Pioneer Pass. Todd Gerhardt: Development contract. Mayor Furlong: This is item (g)(2). Oh I'm sorry, we've got to do the final plat though. We pulled them both off so that's fine. Let's start with that. You're fine. Councilman Litsey: Okay. Mayor Furlong: We pulled (g) off but there's 1 and 2 and this was referring to 2. 4 SCANNED Chanhassen City Council - September 13, 2010 Councilman Litsey: Yeah, okay. Yeah we had two here so. Mayor Furlong: Yep, let's start with the final plat. Thank you. Councilman Litsey: So we're okay? Okay. The council approves the final plat for Pioneer Pass creating 41 lots, 5 outlots and right-of-way for public streets, plans prepared by James R. Hill Incorporated dated stamped received August 20, 2010 subject to conditions of the staff report as amended here this evening. Mayor Furlong: Okay. Thank you. Do you want to pick up item 2 at the same time? Councilman Litsey: Sure. That the council approve the development contract and the construction plans and specifications for Pioneer Pass conditioned upon the following, the applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit for $2,878,643.46 and pay a cash fee of $174,896.90 and the applicant's engineer shall work with the city staff in revising the construction plans to meet city staff standards. Or I mean city standards I should say. Mayor Furlong: Okay, thank you. That's been moved. Do we have to reference the changes in the staff report at all with that motion or not? Roger Knutson: I think they're noted in the meeting... Mayor Furlong: Thank you. Is there a second? Councilwoman Tjornhom: Second. Mayor Furlong: Made and seconded. Any discussion on that motion? So the motion before us is item (g), both 1 and 2. Is that correct? Todd Gerhardt: Yes. Councilman Litsey moved, Councilwoman Tjornhom seconded that the City Council approves the final plat for Pioneer Pass creating 41 lots, 5 outlots and right-of-way for public streets, plans prepared by James R. Hill, Inc., dated stamped received August 20, 2010 and subject to the conditions in the staff report. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Litsey moved, Councilwoman Tjornhom seconded that the City Council approves the development contract and the construction plans and specifications for Pioneer Pass, conditioned upon the following: The applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit for $2,878,643.46 and pay a cash fee of $174,898.90. vp-i + is w Chanhassen City Council - September 13, 2010 2. The applicant's engineer shall work with City staff in revising the construction plans to meet City standards. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. PUBLIC HEARING: MEDICAL ARTS PARKING LOT REHABILITATION PROJECT 10-05: ASSESSMENT HEARING: AWARD CONTRACT: APPROVE ASSESSMENT AGREEMENT. Councilman McDonald: Before you get going on this I will recuse myself from this because I do lease space there so I'll just go sit and wait for you guys to make your decisions. Mayor Furlong: Okay, thank you. And it's an unusual situation but I also, not for matters of a conflict of interest for potential for a perceived one in that I'm going to recuse myself from this item as well and ask Councilwoman Tjornhom to take over specifically with regard to the awarding of the contract so have fun. Councilwoman Tjornhom. Yeah, you guys and stay. We leave. Councilman Utsey: We still have a quorum. Barely. Councilwoman Tjornhom: We'll move onto item 2 and it is, as the Mayor stated, regarding the Medical Arts and Colonial Square parking lot rehabilitation and so I'd like to open it up with a staff report. Paul Oehme: Thank you Councilmember Tjomhom. I'd like to just give a brief overview of the project itself and then talk about the assessment hearing and potential award of the contract. The parking lot in question is located just north of 780i Street in the downtown district here and just west of Great Plains Boulevard. The parking lot encompasses, mat.ority is used for the Medical Arts buildings which are shown here. Address of 480 and 470 78 Street. It also includes parking accommodations for a restaurant on the west side of the parking lot and then also included in the project is a mall, strip mall parking lot as well so I'll get into that discussion a little bit too. The building property owners and tenants have requested the City consider improvements to this parking lot. The parking lot is over 20 years old and we have been keeping up on the maintenance of the parking lot but it has deteriorated to a point where minor maintenance is no longer cost effective. The Colonial Square facility owner/manager is also the owner representative of the Medical Arts facility. Medical Arts buildings as well so he's requested that his parking lot, which is currently on private property, be included in the improvement contract for the Medical Arts parking lot due to the fact that it's contiguous with the parking lot that the City currently owns, maintains and also feels that he may get a better product out of the overlay of his parking lot plus cost savings as well. Getting into the larger project as well so the City has reviewed that request and finds it acceptable and we have incorporated that request into our bid package and contracts so. Agreement of maintenance states that the City is responsible owners, the City's responsible for the maintenance but the, again the owners have petitioned the City for those improvements and any cost associated with R to -01 Chanhassen City Council - July 12, 2010 C. The Preserve at Bluff Creek Third Addition: 1) Final Plat Approval. 2) Approval of Development Contract and Plans and Specifications. d. Lakeside Fourth Addition: Approve Amendment to Final Plat. All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: None. PIONEER PASS: REOUEST FOR PRELIMINARY PLAT CREATING 94 LOTS, 4 OUTLOTS AND RIGHT-OF-WAY FOR PUBLIC STREETS (APPROXIMATELY 45 ACRES): CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY DISTRICT WITH A VARIANCE FOR ENCROACHMENT INTO THE PRIMARY ZONE: AN INTERIM USE PERMIT TO ALLOW SITE GRADING PRIOR TO FINAL PLAT APPROVAL: AND A WETLAND ALTERATION PERMIT FOR THE GRADING AND FILLING OF WETLANDS ON PROPERTY ZONED BLUFF CREEK DRIVE. APPLICANT: RYLAND HOMES, PLANNING CASE 2010-09. Kate Aanenson: Good evening Mayor. Thank you members of the City Council. This item appeared before the Planning Commission on July e and they did recommend approval 6-0. They did have some questions which I'll spend some time going through when I go through the staff report. As the Mayor indicated there are a couple requests here. One including the preliminary plat for 94 lots and 4 outlots. The conditional use for the development within the Bluff Creek District with a variance for the encroachment into the primary zone. An interim use to allow grading of the site prior to final plat approval, and a wetland alteration permit for grading and filling of wetlands. This site is located in what we call the 2005 MUSA. Give a little history on this. Goes back to 2003 when actually K. Hovnanian was first coming forward and we were deciding on putting utilities in place and we did an alternative urban review of the project so this is consistent with that and I'll spend some time talking about that too so it's actually getting access off of the Bluff Creek Boulevard which was put in place. This project will also get access off of Pioneer Trail, which will provide two ways in and then out to this development. Right now the only way in is off of Audubon on Bluff Creek Boulevard. In the AUAR which was done in 2003 the framework issue for this was a lot of the natural features that go through this site, when we were looking at this it was actually studied to potentially look at the high school site in this area or a middle school and actually the high school site got moved across the street and that would be partially on the Degler property, which is in this area here. So in looking at this, this entire area was studied under one framework and some of it was to preserve the creek itself. The unique features of the creek, preserving that. And then we looked at, how the, with the overlay district either taking it as a whole or incrementally as each project came in, so we looked at the zoning for this area and how would we be able to attract or acquire that and we look at these subdivisions, that's one of the ways to do that. The areas in green are actually more heavily wooded so, a lot of this has been preserved and I'll show in a second what 0 SCANNED Chanhassen City Council - July 12, 2010 the development that has been put in place. So one of the main things of the environmental assessment document was to put in more, the framework for the roads so as this was the first iteration. Obviously now we have the round about in there on the Bluff Creek but these connections are still pretty true as far as going through the Degler's. Tying into Audubon and then the touch down point at Butternut in, off of Audubon here in Chaska and then tying back up to the new Powers. This connection will be made now. This was another requirement of the environmental assessment but this road has now been moved over to tie into, as it comes up from Hesse Farm Road, so that connection will go through. So this is the overview of what's been put in place. Again the goal is to preserve the natural features in this project so to date the first project to go forward was the K. Hovnanian project which had on it 440 units approved for that and they're working on their phases. That's a modification of some of their product that they've kind of been shifting to meet the market but again the goal there was to preserve, which they did on the southern part, the green. The natural features in the southern portion here and then on the northern portion. So we've got the trail connection through there and this was the Preserve project here. That was originally started by Ryland. It's now being picked up by somebody else. You approved 25 additional lots tonight on your consent agenda for that, and the goal with this project was again to, a way to do the density transfer. So this was all preserved. Some of that could have been platted. As you recall there were 4 lots up here that we felt was topographically separated going into that industrial park so we actually acquired that. So these lots were a little bit smaller under a PUD but the goal there was to preserve this green corridor and that trail's in and the bridge is in now too going across which is great access to get up to the high school and the rest of those trails as we look at Audubon. This project is also extended for, given extension for their preliminary plat rights. It may or may not come in exactly like this as the market's been changing out there and then Pioneer Pass. This project right here is the one we're looking at. Again in 2006 there was a project that was ready to get final plat and at that time the market conditions were changing so here we are 4 years later as we've been struggling trying to you know see what works on the market the owner of the property has so now we have Ryland moving down to this project right here. So it's a little bit different. The original project had a little bit different lot configuration. If we look at the overall, what we conceived potential uses. I talked about a high school. That northern piece of the Degler property still is guided industrial. When we did the Comprehensive Plan we looked at this area which would be just south of Lyman Boulevard and just to the west of the extension of Powers Boulevard. That's the site we did potentially give a regional mall zoning or office, which we envision it could still be a high end office use with some support commercial. So we looked at how does that relate to the uses that are within there so we did have some industrial on that, on this side here. Closer to the Chaska side and looking at that fit. It was decided to give that the higher density. So then the infill and the transition between that, and this was also guided for either industrial office, and I think at that time when the Pioneer Pass came in in 2006 we, there were some consensus to maybe not do a lot of, since we have 400 units of the higher density townhouses so now we've got 3 different types of product in that area which is always our goal to try to introduce different lot sizes and give some choices within the community. So this one, while it's low density single family, would have the largest lots. The original project that came in, the lot size was 15,000. This is closer averaging to 12,000 and that compliance table's in your staff report. So these lots range from 9,000 almost 200 to 20,000 square feet, again averaging 12,300 so slightly less than that so they went from the 81 lots to 94 lots on this project. Any questions kind of on the background? Did I fill in kind of where we were going back a few years? Chanhassen City Council - July 12, 2010 Councilman Litsey: That helps, thank you. Kate Aanenson: Okay. So this is, in the first action that we're requesting tonight, or the applicant's requesting and that's response on the preliminary plat itself. Again as I stated there's 91 lots and they range in size from the 9,150 to almost 20,000 square feet. As you can see as you get along that northern side overlooking the wetlands of Bluff Creek, those will be your largest lots up in here. The other change is we looked at this street that comes through. This cul-de-sac. These two cul-de-sacs were introduced to provide a little bit more. As you get towards that round about, so the lots would back on making those lots potentially more desirable so there was some internal changes. And then we still have the park which is originally part of the original proposal here on Outlot C, which would be the 8.7 acres of park on that property there. And that also provides that transition use between the K. Hovnanian project and this project, and I would like to state too, there was some neighbors here at the Planning Commission meeting that had some concerns about what was going to go into the park and the buffering. Typically staff sees the park itself as a buffer but they were concerned about lights and some of those amenities and as the Park Director had stated that typically they have a neighborhood meeting. While the dedication may come sooner, the development of the park wouldn't happen for a few years out and they typically would meet on that to get some input on what the desires of the neighborhood are. Again this zoning is RI.M zoning and that's what was given to the other lot. Again the lots are smaller but still consistent with the RLM zoning which allows the smallest, 9,000 square feet so this isn't a PUD. This is a straight subdivision but with this subdivision the RLM does allow for higher level of impervious surface but what you're getting with this with the park and with Outlot B, which is the overlay district, you're getting a lot more green space as kind of that trade off for that zone and that's what was discussed with the earlier iteration of the Pioneer Pass. There's just one little clean up on this. The way we interrupt the lot configuration and this may not even be in the first phase. They just need to change the lot configuration, otherwise the subdivision, the plat as proposed does meet all our subdivision regulations so they would just need to make that change at the time of final plat. Just wanted to. Todd Gerhardt: This is just for Lot 20. Kate Aanenson: Just for one lot, yep. Lot 20. One change, yeah. So the grading itself, I just wanted to explain this. There's a 50 foot change if you look at kind of where, if you're over here in the K. Hovnanian project and looking across, actually looking up. So this is the, this is flatter here and it's actually significantly changing, dropping. The 50 foot change across where you can see in this cross section. This is the bottom of the retaining wall here and I'll go through those in a second but there's a significant change so that is one of the reasons why when I discussed a little bit the interim use permit right now is they would like to proceed with the grading right away before they get final plat. That gives them some time, while the conditions are right to do the grading. But there is a significant amount of grading based on the topography of the site. Then so here's another section, cross section looking through, again through the K. Hovnanian project. Some of those neighbors had concern of what that meant to them as far as the look that they would see, and actually there's some change in grade here too that they're actually kind of looking down into holes so if you're looking across here, or this is the park. There's a ravine here. You can see the change in grade so you're actually kind of looking down and then it 0 Chanhassen City Council - July 12, 2010 flattens out as you go across the street here so they're kind of looking down through that. There are retaining walls on the site. Again if you look at that map, this is to the north side. There's a retaining wall at the highest point would be through here would be 15 feet and that would be as you get towards that Bluff Creek area, the wetlands through that area which the road is up here to the north. Up in this area. There is potential, some retaining walls through here that we'd like to look at. Revisit those. There's swales in the back yard. They'd like to put the retaining walls to make those bigger but sometimes that can conflict with what we're trying to accomplish with the homeowners in those lots, the types of lots so we'll look at that in more detail as we get towards that, that final plat. Again here's a little bit of detail on the neighborhood park concept. Again this will be flushed out a little bit more detail as the park and rec commission works through that with the neighbors. Try to get some better feedback on what they would like to see in that area. Councilman Litsey: Generally Kate with neighborhood parks they don't normally put lights and so forth up anyway right? Kate Aanenson: That's correct. Councilman Litsey: Thank you. Kate Aanenson: So that's the first issue that we had and that was the plat itself and so the next issue I'd like to discuss, if there's no other questions on the plat itself would be the conditional use with a variance. These are some of the outlots that will have storm water ponds. I talked about the significant amount of grading so this is to the north. This is where the retaining wall would be and this is that, the wetland area and storm water pond and this would be the replacement pond and this is the one issue that the Planning Commission spent some time with. Was there another location that that pond could go and we looked at that with the first iteration too because of the retaining walls and because of the grades as it's going down, it was really felt for the access to be able to get to that and to construct it that that would be the best place for the storm water pond and for the wetland itself. I think I've got another graphic there to show where all the wetlands were. No, it's coming up here. Let me just go to that one. So this is the original, all the wetlands on the site. This one is not being touched. This one was already impacted with the round about. That's approximately where the round about is so this is the one wetland that's being impacted and this is the one that would go to the north on the other side of the retaining wall. So this is the storm water pond and then the wetland replacement so that's where those would go, and again that would, that's what relates to the grading inside that needs the conditional use to grade within the Bluff Creek Overlay District in order to construct that pond, grading needs to occur. Otherwise all the other limits of grading would be within, would not be required a conditional use. Todd Gerhardt: Kate do you show on here where the wetland is that is being mitigated? Kate Aanenson: This one? Todd Gerhardt: Yeah. Kate Aanenson: That one, correct. 7 Chanhassen City Council - July 12, 2010 Todd Gerhardt: Where is it on the new plat? Kate Aanenson: It's actually, it's in the, am I close here? It's hard to see in here too. It's actually right here. Isn't it? At the end of the cul-de-sac. I think it's there. Yeah, it's this one right here. It's this one right here. Todd Gerhardt: And we've done this many times before. Kate Aanenson: Correct. Correct. So that kind of goes back to some of the issues too then with the poor soils. You can see that's kind of that area where there's some poor soils in here. Where the road needs, this road needs to go through and part of why they want to proceed with the interim use to get the grading done now before they go into final plat. And that's in order to secure, to balance the site and stockpile some of it and also to let the soils get to where they need to be to make it right for development. So the interim use then would allow them to grade. They will be stockpiling some grading. Consolidating some of that and there is security put in place for the interim use requirement for posting of a $36,500 for the security for the grading. Now they will be doing this project in two phases so even with the grading and the interim use permit it's still their goal to pull permits on the, they will final plat yet this fall and then they'll pull permits. It's their desire to have something in the Parade of Homes so they will be final platting but by allowing them to grade and balance the entire site allows them to continue in phases and develop that so staff does support that. Again there's a 50 foot change in site so there's a lot of dirt to move on this site. So those have been applications that they're requesting. Again it's just a little bit different as far as the lot configuration but I think the framework issues as far as where the storm water ponds and the wetlands is very similar. We do have additional lots and, but with that the staff is recommending approval with the conditions in the staff report and I'd be happy to answer any questions that you have. Mayor Furlong: Thank you. Any questions for staff? Councilwoman Ernst. Councilwoman Ernst: Kate, so we have two round about's, right? Is that what's shown here is two? Kate Aanenson: Right now there is only one. We talked about another potential one, actually if I can go back. We talked about another one as it, we talked about another one potentially up in this area, somewhere through here as a potential. As you come off of Powers Boulevard because there will be another tie up to Lyman so somewhere in there. It'll be development driven but this site will feed off the existing round about so they would not have another round about. Councilwoman Ernst: But potentially putting another one in or, so I guess my question is what would be the distance between the two, if you decided to put the second one in? I know it's on a different development but. Kate Aanenson: Three-quarters? Yeah, probably three-quarters of a mile. Chanhassen City Council - July 12, 2010 Councilwoman Ernst: Okay. And I was just more curious about the traffic flow there and what that would be like but if there's, if it's three-quarters of a mile it's not going to. Kate Aanenson: Yeah. Yeah, and I think that was something we'd have to look at too. Yeah, whether you back up onto Powers Boulevard. What those uses are. How that would be. You know certainly you want some traffic calming coming right off so that was one of the issues that we looked at too when we originally put that road together so you didn't have the people speeding through to cut through. Through that and that's why you had the median in there too but I think that would probably be another traffic study, depending on how that came in. Again our goal was to do a master plan and that was both, all three of those parcels and we'd look at it at that point. Councilwoman Ernst: Okay. And did the neighborhood bring up any specific concerns about the development? Kate Aanenson: No. Just about the park and were concerned about lighting. What would go in there. Yeah. Yeah, and I think the Planning Commission, I didn't point that out but they wanted to make sure that we use the same language and said shall instead of may or could or they wanted, so that was all changed to make sure it was all said, all conditions said shall. Didn't leave that open ended. And then we talked about the other issue and that was the location of the wetland so. Councilwoman Ernst: Okay. And then my last question is how long do they expect the project to take, ending with the second phase? Kate Aanenson: Well the grading itself, it stated in the conditions that they stated that that would go through 2011 so depending upon how fast the build out is. If they do 41, 44 lots in the first phase, depending on how well those are received. Councilwoman Ernst: And that's with the second phase, right? Kate Aanenson: Then the second phase would be after they fill those out, correct. Councilwoman Ernst: Okay. Thank you. Todd Gerhardt: I think in their business model they plan for a 6 year build out. Councilman Litsey: 6 years. Councilwoman Ernst: Okay. Mayor Furlong: Any other questions for staff at this time? Just a couple. First of all I think, I'll just mention I think there's a typo on one of the areas for the lots on page 15. It's Lot 23, Block 1. If you could just check that. It looks like the, they included the front footages in the area there. On the impervious surface coverage, you said that the per lot amount is higher. 0 Chanhassen City Council - July 12, 2010 Kate Aanenson: Yes. Mayor Furlong: What is it per lot? Kate Aanenson: 35%. Mayor Furlong: And what, do you have, I was looking through the staff report. Maybe you can direct me to it if it's in there. What's the average, if each lot goes to 35%, what would be the average across the development because we do have the park there and we do have the buffer and the primary zone. Kate Aanenson: Correct. I don't have that number right in front of me but it would certainly be closer to 25. Because the Outlot B itself is 17 acres. Mayor Furlong: Okay. Kate Aanenson: The park itself is 8.7. Mayor Furlong: And that would be almost entirely pervious except for maybe a basketball hoop. Kate Aanenson: There'll be a parking, yeah and a parking lot in the park so if you said 6 there. Mayor Furlong: Okay. Kate Aanenson: So you're at 21. 22-23 acres of green space. Mayor Furlong: Okay, and most of the right-of-way are or much of the right-of-way would be, so do you have an overall average or do you think that would be at or below the 25%... Kate Aanenson: I think it would be at or below, correct. Mayor Furlong: Okay. Kate Aanenson: And again that was the tool mechanism to get the creek. Mayor Furlong: Okay. Kate Aanenson: Is to allow a little bit smaller lots. Mayor Furlong: Right, understand. On the condition use with the variance for the wetlands, are the location of the ponds, they seem familiar so I guess my question is, are they similar to or in the same spot as. Kate Aanenson: Yes, yes. Mayor Furlong: As the prior plat? 10 Chanhassen City Council - July 12, 2010 Kate Aanenson: Yes, yes. Mayor Furlong: Okay. And then with regard to eliminating that one wetland that will be at the end of the cul-de-sac, is that, are there soil corrections and such to make sure that that, you talked before about making it buildable. We deal with those all the time but we're not going to have a house sinking or anything there? It gets corrected to the point that it's not an issue, is that right Paul? Paul Oehme: That's correct Mayor. We'd take soil samples and have the developer take a, get a soil report and based upon that report, do the design accordingly to correct those soils and make the accommodations necessary. Mayor Furlong: Is that something that's checked at the time the permit is pulled? Paul Oehme: Yeah. It's at the time the permit is pulled and also when the road is being built we definitely get that, that information. Mayor Furlong: Okay. And nobody's going to build a house that's going to fall over but there is some check and inspection. Paul Oehme: Absolutely. Kate Aanenson: Right, and especially we'll look at where the house pad actually sits so those are shown as whether they'll be a walkout, lookout and then those will also be checked with building permits issued. Mayor Furlong: Okay. Alright. And again this is something that we do, it is very typical in a development. Paul Oehme: For our community and our soils, this is typical yes. Mayor Furlong: Okay. Kate Aanenson: And again to go back to your issue, I think the framework was set. We had the round about. We had the connection point to the south. We had the known topography and balancing it so I think what changes they were able to by creating those cul-de-sacs so they didn't have front facing lots on that round about to make it maybe a bit more desirable for some of those lots so, but otherwise the major framework is pretty consistent with the underlying amount of grading and that sort of thing. Mayor Furlong: Given that they had some fixed things to work with, the round about as you mentioned and the need to connect down to Pioneer Trail. Kate Aanenson: And the park, yeah. Chanhassen City Council - July 12, 2010 Mayor Furlong: And the park, it seems to layout pretty nicely so. Okay. Any other questions for staff at this time? Great. Representatives from the applicant is here this evening. Is there anything you'd like to address the council with? Mike DeVoe: Good evening Mayor, members of the council. My name is Mike DeVoe and I'm the President of Ryland Homes here in the Twin Cities. Just to touch on a couple of things you already discussed. Ryland Homes is pleased to be working with the City of Chanhassen on our latest development, Pioneer Pass. Relative to the most recent development Pioneer Pass is going to be 94 larger lots. As you heard the lot sizes are going to be from about 9,144 square feet up to 20,740 square feet with an average of about 12,319. In addition as part of the development we're going to complete the collector street, Bluff Creek Drive connecting Pioneer Pass to the existing developments to the west and to the north, and then in addition we're going to get a new city park as part of the development. We plan to develop the property in two phases. Phase I will include 41 lots and basically will include the collector street and mass grading of most of the park. Most of this development will be complete by this fall and our expectation is to have a model home open for sale by January of 2011. Phase II is anticipated to begin in the spring of 2012 and I think there was a question earlier about the life cycle of the entire development and it would be our expectation to have the entire project complete by approximately 2016. Hopefully quicker but given the current market conditions that's what we're projecting at this point. We are planning to offer 6 different floor plans at this point. Square footages will range from 2,185 square feet up to 3,346 square feet. Prices are expected to range from $368,000 up to about approximately $440,000. All of the homes will be two story homes with 9 foot foundations. 9 foot first floors. 4 bedrooms, 2 r/2 baths. 3 car garages and drain tile systems. So you know we're very excited about this project. We think it's going to fit in nicely to the City of Chanhassen and we're hopeful that we can gain your support tonight and we can get approval to move forward. With that said if you have any questions I can answer or anyone else that's with me tonight, I'm happy to answer your questions. Mayor Furlong: Any questions for the applicant? I'm sorry, could you repeat the price points again that you're talking? Mike DeVoe: 368 to 440. Mayor Furlong: Okay. Nothing? Okay, very good. Thank you. Mike DeVoe: Thank you. Mayor Furlong: Appreciate the information. There was a public hearing held at the Planning Commission. Kate Aanenson: Correct. Mayor Furlong: I don't know if there's anybody here that would like to provide additional public comment. There haven't been material changes to my knowledge between the Planning Commission but if anybody would like to provide public comment, be happy to listen to them at this time as well. Seeing nobody, okay. Very good. Wanted to give that opportunity. With that 12 Chanhassen City Council - July 12, 2010 I'll bring it back to council then. It's been a little while since we've done one of these so I feel a little rusty. I'll admit that when you fly through as many as we did as frequently as we did but it seems like a very nice development and it's clear that a lot of time and effort has been put into this both by the applicant, property owner, the developer and city staff but anyone that would like to make any comments or discussion? Councilman Litsey? Councilman Litsey: No. It looks like a solid development and it is kind of nice to have one of these before us again so glad that things are, must mean the market's moving forward a little bit right now anyway so that's a good thing and I think it will be nice to have another park incorporated in the city. Looks like staff and the developer have worked together again really well and thanks, so I appreciate all the efforts that have gone into it. Todd Gerhardt: Mayor, council. I'd just like to add that Ryland has worked in the community. They were apart of the Preserve. They did at least two phases out there. We've had an excellent working relationship with them. Through the building permit process. Development process. We're excited to see Ryland here. Proud of their product out there and did very well in a tough economy so we look forward to working with them and continuing that relationship. And they've also built similar products over in Eden Prairie and been successful there so, they have a good reputation. Mayor Furlong: Other thoughts, comments? Councilwoman Ernst. Councilwoman Ernst: I just agree. I think it will be a nice development and it's good to see staff and them working together. Mayor Furlong: Councilman McDonald. Councilman McDonald: Yeah I guess the only thing is, yeah I know this has got quite the history and everything. I'm glad to see something's going in there that will fit it quite well so I'm looking forward to it. Mayor Furlong: Very good. You know one of the things, I would agree. I certainly support it. The, when we talk about Chanhassen being a community life, for life, one of the components there is making sure that we have an across the spectrum opportunities for housing and for, we say housing but it's really people's homes and this is a nice product. It's a nice blend. It's a nice mix. It's a nice complimentary addition with those price points that we would ask to be reaffirmed you know in the 370 to 440 range. That's a very nice complimentary price point to some of the other homes that we have across the city too so, it's always nice to see a variety of homes coming in and developer's creating those so nice to see that as well and the comments made about the development earlier, I concur with. I think it's well thought out and it's, it creates and achieves a lot of goals so thank you to everyone that was involved. I do have a recommended motion for this that's consistent with the staff report that the city attorney has so if somebody would like to make a motion, I'll pass this down to them. Councilman McDonald: Is this the same one that was given to us? 13 Chanhassen City Council - July 12, 2010 Mayor Furlong: Yes it was and it's just a summary. Summary motion, right? So, Councilman Litsey would you like to make a motion? Councilman Utsey: Sure. I make a motion that the City Council approves the Pioneer Pass development including preliminary plat creating 94 lots, 4 outlots and a right-of-way for public streets, conditional use permit for development within the Bluff Creek Overlay District with a variance for encroachment into the primary zone, an interim use permit to allow site grading prior to the final plat approval and a wetland alteration permit for the grading and filling of wetlands subject to the conditions of the staff report and adoption of the Findings of Fact. Mayor Furlong: Very good. Is there a second? Councilman McDonald: I'll second. Oh, go ahead. Councilwoman Ernst: Second. Mayor Furlong: Motion's been made and seconded. Any additional discussion on the motion. Hearing none we'll proceed with the vote. Councilman Litsey moved, Councilwoman Ernst seconded that the City Council approve the Pioneer Pass development including preliminary plat, conditional use permit with variance, interim use permit and a wetland alteration permit subject to the conditions of approval in the staff report and adopt the attached findings of fact: CONDPI'IONS OF APPROVAL: Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. Demolition permits must be obtained before demolishing any existing structures. d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. f. Each lot must be provided with separate sewer and water services. 14 Chanhassen City Council - July 12, 2010 g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. b. The developer must obtain approval to complete the off -site grading required to construct a collector road- Bluff Creek Drive- to Pioneer Trail. c. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots 11 through 14, Block 2. f. A drain tile service stub must be provided for any lot that drains from the back to the front. g. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. h. Verify the first floor elevation of Lots 1 through 3, Block 1. Retaining walls constructed with the development will be the responsibility of the homeowners association. j. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. k. The sanitary sewer between Lots 5 and 6, Block I must be installed within a steel casing pipe. 1. The developer will install 12-inch trunk watermain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. in. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. n. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. 15 Chanhassen City Council - July 12, 2010 o. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. p. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $608.00/unit of the sanitary sewer hookup fee and $1,618.00/unit of the water hookup fee. q. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. r. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. s. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right-of-way. t. The grade of the public streets must be adjusted so that they do not exceed 8%. u. The owner of the exception parcels shall work with MnDOT, the County and the City to determine future access to these areas. v. The outstanding assessments, plus accrued interest must be paid with the final plat or reapportioned to the lots within the final plat. 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. b. The applicant shall install the total required bufferyard along Bluff Creek Boulevard and Outlot C. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the City before installation. d. Lots 13, 14, 25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. 16 Chanhassen City Council - July 12, 2010 e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 10 trees of a species may be grouped together. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). 5. Park Director: a. Successful transfer of Outlot C (8.7± acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. 17 Chanhassen City Council - July 12, 2010 b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Outlot A, and conservation easement, trail easement and a drainage and utility easement over Outlot B. 7. Water Resources Coordinator: a. The HydroCAD model shall be revised to accurately reflect the post -development soil conditions or evidence shall be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). f. Wetland buffers must be planted with native vegetation per Section 20-412. g. Make the Soil Boring report available to the City (18-40). h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. j. As stated in Section 18-40(4)2v. Drain tile service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain tile shall be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain tile is also encouraged in front of lots 1, 2, 3,41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). f.] Chanhassen City Council - July 12, 2010 k. The swale between Street B and Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). in. Applicant must demonstrate how the City can access Pond 2 for future maintenance. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42Tm or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). p. Areas where proposed and existing grades are to be matched shall be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). q. Type 3, weed -free mulch shall be used in outlot B. r. Inlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62163). s. A note shall be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on all backyard CB until final stabilization is achieved. t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). v. A detailed turf establishment plan shall be provided (19-145). w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). x. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. 19 Chanhassen City Council - July 12, 2010 Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone: 1. Wetland must be protected at all times from impact. 2. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. 3. Signage shall be posted at the property corners indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. 4. Bluff Creek shall be shown and identified on the plan set. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. 6. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. 7. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). 8. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. 9. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Interim Use Permit to allow site grading prior to final plat approval: A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). 2. The erosion control and grading plan must be amended per Preliminary Plat comments. %I17 Chanhassen City Council - July 12, 2010 3. The Wetland Alteration Permit conditions must be met. 4. A phasing and sequence plan must be prepared and submitted. 5. The grading operations must follow the preliminary grading plan as approved by City Council. 6. The applicant must submit a $36,500 erosion control security before grading can commence. 7. The applicant must obtain permission for any off -site grading. 8. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. 9. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 10. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 11. Erosion control measures must be installed and inspected prior to grading. Wetland Alteration Permit for the grading and filling of wetlands: 1. Wetland I must be shown on the plans (18-40). 2. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. 3. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. 4. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: a. Two cross -sectional views and a plan view; b. A detailed planting schedule; c. A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); d. A discussion of the soils as it pertains to their adequacy in wetland creation; and e. A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. 21 Chanhassen City Council - July 12, 2010 5. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. 6. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. 7. The wetland area should use BWSR seed mix WT1 for any temporary seeding. 8. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. 9. Yellow tags shall be provided to the City after the area has been seeded. 10. The planting schedule and vegetation management plan shall incorporate the buffer area as well. 11. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form". All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Furlong: That completes that item. Let's pick up item I(e) at this time. I'll go to Councilwoman Ernst. You had a quick question or clarification for staff? Councilwoman Ernst: Yeah, this may should have been something that's been on our agenda before... Have we always appointed election judges in the past? Todd Gerhardt: Yeah. Councilwoman Ernst: Okay, so even though you have all these volunteers we still appoint? Todd Gerhardt: Yeah. State statute calls for the City Council to go through the list. You have the choice to appoint the members and if there's somebody on there that you feel may have a conflict or a question about, you could eliminate them from the list. So under state law we present to you the full list of election judges. Councilwoman Ernst: And do we typically get far more volunteers than what we appoint? Todd Gerhardt: No. This is probably the final list that you'll see. 22 IU- 09 CHANHASSEN PLANNING COMMISSION REGULAR MEETING JULY 6, 2010 Chairwoman Larson called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Debbie Larson, Tom Doll, Kathleen Thomas, Kevin Ellsworth, Andrew Aller and Mark Undestad MEMBERS ABSENT: Denny Laufenburger STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; and Paul Oehme, City Engineer/Public Works Director PUBLIC PRESENT: Mike Overschmidt 1822 Colonial Lane #1 PUBLIC HEARING: PIONEER PASS: REOUEST FOR PRELIMINARY PLAT CREATING 94 LOTS, 4 _OUTLOTS AND RIGHT-OF-WAY FOR PUBLIC STREETS (APPROXIMATELY 45 ACRES); CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK OVERLAY DISTRICT WITH A VARIANCE FOR ENCROACHMENT INTO THE PRIMARY ZONE: AN INTERIM USE PERMIT TO ALLOW SITE GRADING PRIOR TO FINAL PLAT APPROVAL; AND A WETLAND ALTERATION PERMIT FOR THE GRADING AND F LLING OF WETLANDS ON PROPERTY ZONED RESIDENTIAL LOW AND MEDIUM DENSITY (RLM) AND AGRICULTURAL ESTATE (A2); LOCATED NORTH OF PIONEER TRAIL (1600 PIONEER TRAIL) AT BLUFF CREEK DRIVE. APPLICANT: RYLAND HOMES, PLANNING CASE 2010-09. Bob Generous presented the staff report on this item. Larson: You start Mark. Undestad: Just one on that dedication side. I was reading there, there was one, was it the wetland? Are they making up the right amount of square footage that they're impacting on there? Generous: They will be able to correct it. Yes, that's a requirement that they have to meet the Wetland Conservation Act requirement. They started this under the old wetland rules and then there's new ones that came into effect so I think that was part of the confusion. Undestad: I don't have anything else. Larson: Andrew. SCANNED Chanhassen Planning Commission - July 6, 2010 Aller: Bob on the upland area, was it, is it Outlot B that they're going to use to ameliorate and put the alterations in? Generous: Yes. Aller: And then what other, what did they actually do to take a look at, if you know, other options other than Outlot B? Generous: I'm not sure. That was working with their engineer. Aller: But our engineer agrees with their engineer that that's the best possible avenue? Oehme: Yeah, that's, that Outlot B is, has conducive soils for wetland mitigation. It's one of the lower spots on the development area and typically we like to mitigate on site as much as we can so that's the preferred location. Aller: Okay. I just wanted to make sure that we've covered that for purposes of the variance. We wanted it to be the hardship on it. That's all I have right now. Ellsworth: Thank you. Paul, using the land in Outlot B for the wetland mitigation, you said that was a good place for it. Kind to follow up on Andrew's question, does it meet all the tests for variance? Why couldn't they just take you know Lot 6 and 7 and use that? Is it because it's on the steep slope and you obviously couldn't put a wetland there? Generous: And it's higher than where the other lot is from the development. Ellsworth: So there are no other lots that could be used instead of creating that need for a variance? Oehme: It'd be very difficult to address any wetland mitigations on top of that bluff area. Ellsworth: All those lots follow that, yeah okay. Aanenson: You might want to mention too there is, Bob didn't bring up to their point. There is some retaining walls along that side. Not in the exact area of this wetland but there is retaining walls out there too and we had looked at it before and it would be parched sitting up there and to keep the use of a wetland, not having it sitting up high like that and with the wetlands there. I mean the retaining walls there. Ellsworth: I had some, I have a few questions. Probably more related to just nuances in reading the report so please bear with me. On page 1 you talk about the zoning RLM having the low density, net density of 1.2 to 4.0 units. hi the code 20-641 it states the net density at 8 units per acre. Am I mixing things up here? Or I was trying to compare to what was in the zoning versus what was stated here. 2 0 1: "a Chanhassen Planning Commission - July 6, 2010 Generous: Well the RLM would permit, is you can use it in either low density or medium density lands. It would permit development up to 8 units an acre. However under this application we're following the low density portion of it. So it would be a maximum of 4 and they come in at 3.53 on their net lands which takes out parkland and right-of-way. Ellsworth: Okay. On page 2 it talked about the proposed park development and you mentioned that. Could it be concurrent with the first phase instead of the second? Could that be a requirement or is the construction that they're doing prohibit that? Generous: Well they're going to rough grade this site under the first phase. Ellsworth: On the first phase. Generous: The City's not quite ready to go forward with actually constructing it. Ellsworth: Yeah, I saw some money in the, it looked like in the park CIP but it wasn't til 2012 and I don't know if it was for this area or not. Aanenson: Well I think there are two issues actually on that one if I may and I think one of them is that they wanted to get some feedback from the neighborhood. You've got the Liberty on Bluff Creek which has some private amenities but to get some of the neighbors that are established in the city, exactly what the neighborhood's desire was for some of the other improvements to the park. Ellsworth: On page 7, oh about two-thirds of the way down it talks about. I think it was two- thirds of the way down. Almost near the bottom. This area is to be graded and sit for one year. I was trying to trace that requirement back to the conditions and I didn't see it there. James R. Hill. I think it's the second to last paragraph. And I didn't know if that was a condition that needed to be noted or not. Aanenson: It probably should be. Oehme: Yeah, I believe that references the grading. The mass grading of the site that was just discussed to allow consolidation of the soils. The area that that is in Phase II anyway so I don't think that's going to take place until the future development. Ellsworth: Because I remember when they put in Powers they had that soil piled up for almost 2 years. Different soil conditions. Oehme: Exactly. Ellsworth: They're at the top of the hill no doubt. Yeah. And then on page 8, I had to look up a lot of acronyms. CB -catch basin. I finally figured that out. I didn't see any other drawings where it showed the back yards and that was more curiosity more than anything. Where did I miss that or, and why is there a catch basin in somebody's back yard? Is it just because that's the low point or? Chanhassen Planning Commission - July 6, 2010 Oehme: Yeah, if you look on, it's just 3.3 plans referencing James R. Hill. Dated 6-4-10. Ellsworth: It's in the drawings? Oehme: It's in the drawings. It shows some catch basins in some of the back yards. They're shown on the roads and also it's shown in some back yards and because of the topography in this area and how the development has to be laid out, there are some drainage routes in people's back yards and in order, there's some long stretches where they're going to be collecting a lot of water in people's back yards and flowing to the east so we want to try to capture a lot of that water and put it in the catch basins before it ends up in people's back yards and rivers. Ellsworth: So are those the cast iron and dome things with slots in it that you see and then the water goes in there and then goes into a pipe? Is that what that is? Oebme: Yeah, basically. The ones you're referring to are more beehived type catch basins. We're using the lower profile catch basins we like to use here so they're not as noticeable. Ellsworth: Alright. Aller: And if I might just interrupt as long as we're on the backyards. My understanding is in the conditions that those swales will be covered by the easements. Oehme: Right. There's, exactly. There's drainage utility easements through the back yards so this will be, the storm sewer system's going to be maintained by the City of Chanhassen so we need those easements to get in there and maintain those systems properly. Ellsworth: And then on page 9 we talked about water quality fees and water quantity fees and in other sections in the conditions we talk about fees being paid at different times but I didn't see these fees anywhere in the conditions. I mean it's just automatic that they get paid as they go through the process and it doesn't need to be in the conditions. I didn't know. I didn't see them in there. Generous: It's on page 25. It would be 7(h). The SWMP, S-W-M-P fees. Ellsworth: That's $119. $119,000 and these two, the water quality fees, looks like one's at 82 and another one's at 85. Generous: Yeah, and then they get a credit for some improvements that they're doing and that's currently our estimated. Ellsworth: Oh okay. Generous: When they get the construction plans all done we can get a more accurate number. Chanhassen Planning Commission - July 6, 2010 Ellsworth: Alright, great. Yeah, I didn't catch that. I didn't understand that. And then I also had to look up SDR, Standard Dimension Ratio for a sewer pipe. Is that just how thick the wall is then for how deep? Oehme: Right. It's a rating for the pipe and how strong it is. Ellsworth: Like Schedule 40 or Schedule 80? Oehme: Exactly. Ellsworth: And then this is probably a nit on page 13. Allow no more than 10 trees of a species grouped together. That's the second paragraph from the bottom. But on 3(e) in the conditions, on page 23 it says 8. Again that's probably a nit. I don't know which one 10 or 8. Generous: Well she wrote 10. Ellsworth: 8 made it in the conditions. Generous: Yeah, we'll revise that to 10. Ellsworth: And then this being the first one that I've been through I was looking at the differences on the recommendations. You know we talk about action or must versus should and need be. For instance 2(u) has should work with MnDOT. Is that then at the discretion of the applicant or is that really a must? Generous: They must is they want the permit. Ellsworth: Okay. And then 7(a) and (c), it's kind of the same and maybe I'm just reading into it too much. The HydroCAD model should be revised. And the wetland needs to be shown. Does that carry the same weight as must or simply it has to be done for this condition to be met? Oehme: It will have to be done. Aanenson: Yeah, I think you're correct. I think we should change those all to shall and yeah. We've got several different authors but I think, because we didn't done one for a while, I think it's better to use the same tense and it should all be shall. Ellsworth: I know the Statutes for the County, when it says shall it's one thing and. Aanenson: That's correct. Ellsworth: Yeah. Aanenson: But when it goes to City Council they will be changed to shall. Chanhassen Planning Commission - July 6, 2010 Ellsworth: Great. And then on page 24, item 6(d). I didn't understand that at all. What was being talked about there? I don't know if there's a picture that can show us what that is or. Generous: That's that Outlot B here and A. Okay A's providing access, future access to the development to the east and Outlot B is the Bluff Creek corridor. Ellsworth: Yeah, the creek flows through there. Generous: Right. So then we're allowing the developer to make, can, they donate it to the City and go through that process or if they want to keep it so that the City would take fee ownership of those A and B and then we can use them how we want to. If they don't, then at a minimum we need the easements to cover the wetlands, storm water ponds and the access to the storm water ponds and the easement's a trail for Outlot B, A to connect to the property to the east. So we leave it up them. Ellsworth: Are there plans for that property to the east? Aanenson: Maybe you could go back to that other slide Bob that has all the properties on there. Again the goal under that D if I may, is that there's a couple different ways to convey it. If it's under private ownership we just want to make sure that it's specifically spelled out how it can be used, as you know. Whether that can be trails in the future, something like that so we want to make sure that if it is under private that those are in favor of adding those at a future date. As you can see that piece where the trails go through. Maybe Bob can. Ellsworth: And the road looks like it crosses over right in that Outlot A. Aanenson: Correct. That's how that, that other piece is kind of topographically isolated. It has a preliminary plat on it so that would provide access to that piece. Ellsworth: I didn't connect that. And then on the traffic assessment, page 1 it's a few pages into the traffic noise assessment. At the bottom. Introduction's at the top of the page and at the bottom it says outdoor areas associated with homes are not normally intended for use between 6:00 and 7:00 a.m. when the highest nighttime level occurs. I don't know much about noise analysis and so on but 6:00 to 7:00 a.m. is not nighttime and that's why it's in quotes. It follows through from the previous night or is that at morning or? Oehme: Shouldn't that be p.m.? Ellsworth: It does talk about 6:00 to 7:00 a.m. consistently through here. I didn't know which it was. Larson: 6:00 p.m. to 7:00 a.m.? Is that what they mean? Ellsworth: That could be. Larson: 'That's how I would read it. If it's in the wintertime that would make sense. Chanhassen Planning Commission - July 6, 2010 Ellsworth: So it's nighttime in the wintertime for sure. And then I, you know I was trying to understand this and there aren't any figures in the figures. They're all blank. So I didn't know what we missed. In the handout that we got. Generous: We copied that report from previous reviews so. Ellsworth: I assume it's, it's decibel —based relative to the plat. Aanenson: Correct. Ellsworth: That's enough. Thank you. Larson: So should we have that clarified? 6:00 p.m. to 7:00 a.m. Aanenson: Yeah, we'd have to clarify that with MnDOT and we can do that. Larson: Okay. Okay. Kathleen, is there anything left? Thomas: No. Good job. Larson: How about you Tom? Doll: I was just kind of curious about sanitary sewer between Lots 5 and 6, Block 1 to be installed with a steel casing. Is that to ensure that it doesn't break so that you know there doesn't seem like they could get in to fix it between the home, is that? Oebme: Yeah, that section of pipe is extremely deep... so staff has been working with the developer's engineer on the best practice for, if anything goes wrong with that sewer pipe, what can we do to address that situation? We've decided to case that pipe so in the future if that pipe would have any problems where we need to replace it, that sleeve is there, for us to pull out the pipe and put in a new one basically so that's all it's there for. Instead of digging up between somebody's home. Doll: Bob, you're talking about Lot 20, Block 2 not meeting requirements. How would they overcome that in the future? Generous: They just have to adjust the lot line. There's two ways. They can shorten the frontage by 20 feet on Street C and then change where the front is determined by ordinance, then they would meet the depth requirement. Or they can shift the back back about 8 feet. So it'd just adjust those lot lines a little bit and it's up to them to determine if they want to. Doll: And that will mess with the setback on the other Street A? Generous: No. The setbacks will remain the same. Chanhassen Planning Commission - July 6, 2010 Doll: Does that mean if you move the lot line over, then you're. Then you have a deeper setback on Street A or? Generous: No, it's 25 either way from the street frontage but it's 10 on the other two sides. So I anticipate that they would, you know they could shift this over to 20 feet. Doll: Sure. Generous: And then maybe, so you'd have like a 52 foot deep building envelope there and then it'd be longer as you go in. Doll: I know that becomes kind of a problem when you're trying to fit a house in there. And just, I've never been through one of these either. Been on the end of platting and never realized how much there was to developing and can't believe that people develop. Something in here about retaining walls constructed with the development will be the responsibility of the homeowner's association. Does that mean the developer builds the retaining walls or I mean people aren't going to get into these houses and then all of a sudden they have to build a retaining wall. Oehme: That will be one of the requirements of the developer to put the retaining walls with the grading plan. Doll: So the developer is known as the homeowner's association? Oehme: The developer will be the homeowner's association until such time that the developer releases that requirement and gives it to the homeowners association is established. Doll: That's all I have. Larson: Okay, well I've got a couple. I think everybody covered everything really well. You had referenced to, on page 6. It says the plan calls for Wetlands A and Z. I am not seeing Z. Generous: I think those were the remnant wetlands created. Larson: Right. Generous: Or truncated when the City did the Bluff Creek Boulevard improvements. Larson: Yeah, it says A and Z are remnants but. Doll: There's no Z in our plan. Larson: Is it a piece of A or where? Generous: It shows up on the bigger grading plan if you can just read it. It's one of the others on. Let's see if I can find it. Terry showed me. It's on Sheet 322. Existing Wetland Z. It's just EI Chanhassen Planning Commission - July 6, 2010 to the northeast of the round about. You can just sort of see it. It's fish scaled in there and that was a remnant that was left over and it's actually from ... because we mitigated the whole thing. Larson: Okay. Okay. Alright, no big deal. The other question I had, lots that could be problematic and just maybe I'm not understanding this. You're talking about Lot 7, Block 1 on page 7. The last paragraph and it kind of goes into the next page but let's see it says the proposed grade match will create a concentrated flow condition in a known highly erodible soil. So Lot 7, it looks like it's, if you look on page 8 it's kind of like right next to, is that a red line a retaining wall or what is that? Generous: Yes. Larson: So Lot 7 doesn't have that retaining wall. Is that a problem for Lot 7? Is that going to be an issue? Oehme: The grades in that area I think they're 3 to 1 slopes out there and I don't see a problem right now unless, until they get, the problem I think arises when you have this area being graded and not established at this time so I think there is mitigating improvements that can be made to help that condition. I think the issue's between the, inbetween the two lots and I really don't think that they're, there should be, it shouldn't be an issue. I mean it's something we could probably work on with the developer to see if there's any other improvements that can be made for that area but it's a pretty small drainage area. We just threw that in there just as you know, as an item that potentially might have a problem in the future so. Larson: Okay. Aller: Paul was that Phase II? Oehme: That is in Phase II, right. Aller: So it will sit for a year and we'll be able to see the impact of that drainage a little bit. Oehme: Exactly. Exactly. Aanenson: And the challenge is too to get the right house matches that. whether it's a lookout, walkout or whatever. Oehme: And that comes through with the building permit and it's something that we noticed on the plat and the grading plan but you really got to look at those details when the building permit is pulled and that fine tuned grading can potentially be adjusted. Larson: Okay. Ellsworth: Madam Chair? Bob, could you show where the creek is on this? Is it to the north of that wetland mitigation? N Chanhassen Planning Commission - July 6, 2010 Generous: Yeah, it's up in here. Ellsworth: Oh, it's further north. Generous: You can see it better. It's this blue line. Ellsworth: So it's quite a ways away from that new pond. Generous: The pond will be over here and then the mitigation will be somewhere in this area. Ellsworth: Is that where you talked about moving the pond to the west as far as possible? Generous: Yes. Ellsworth: Thank you. Sorry to interrupt. Larson: That's okay. While you're on that page, can you explain tome which lots that are referenced on page 10 in the second paragraph having Hamel loam which is a seasonally high water table less than I foot from the surface and the Lester -Kilkenny soils which is, has a seasonally high water table of 3 feet of the soil surface. Surface. Gosh, I can't talk today. And is that a problem? Or is it just, is that just drain tile fixes everything on those. Oehme: That's another case too where when the building permit comes in we might look at adding additional drain tile to those areas. Additional. Larson: But where are those particular lots that are being referred to? Oehme: Yeah, it's kind of hard to reference on the drawing that's shown here but. Larson: Can you take that map and put it on the thing over here? Ellsworth: Bob, use your mouse and show us on this. If you know where they are. Generous: I'm not really sure. I don't read this as well as Terry does. Aller: It's stated Lots 1, 2, 3, 41 and 42 in Block 3. Aanenson: Correct. Larson: Block 3's the southern portion? Oehme: Yes. Aller: It's right across from that parking. Larson: Is there like a dip in there or what? 10 Chanhassen Planning Commission - July 6, 2010 Oebme: The reference. Doll: There's a drainage swale. Aanenson: There's a drainage swale at the bottom part of the park. Oebme: Right. There's a drainage Swale through those back lots on Lot 3. I think the USGS map that our water resources folks were referring to is kind of a general nomenclature for the soils that potentially could exist in this area. You know when the building, the building pad and the road is improved, you know we always look at those soil types and make sure we've got enough drainage out there to handle any surface water or ground water that potentially might. Larson: But it's not necessary for the other lots? I mean. Oehme: Well and again I think it's a different soils type that he's referring to there. It's just something to make us be aware of. Larson: Of which I have never heard of before tonight. Or before reading this rather. Oehme: Yeah, and again it refers back to the USGS soils maps and these are the soils that potentially could occur at these locations so I think he's maybe a little bit more detailed than he needs to be in some of these backgrounds but. Larson: You're talking to a girl that grew up in California where we have no rain and no basements except when it really rains, it's crazy so I just thought that drain tile was something that everybody did out here no matter where you are but maybe I'm wrong. Oehme: Yeah and exactly. When you get into these type of clay, more clay soils that hold that water a little bit longer than some other soils that drain, you know when a building permit comes in we look at those type of things and make sure we've got enough drain tile out here. Larson: So it's not necessarily required on all lots but just particular lots it would be a really good idea. Oebme: Right. Yeah, it's just an specifically in those area. Larson: Got it, okay. Well that's all I've got. Doll: Madam Chair? Larson: You have more? Okay. Doll: I was just curious as to how often the City does an Interim Use Permit before all things are met. 11 Chanhassen Planning Commission - July 6, 2010 Aanenson: On a grading permit? We've done those periodically, especially on a larger project when there's a lot of grading. A lot of earth being moved. It's not uncommon. I think it was pretty standard when we were doing numerous subdivisions, especially when people were trying to balance sites sometimes between each other or, I mean neighboring properties so it's not uncommon. The main goal is that we want to make sure we have security and an approved plan. It's always better that we've got approved plans so we know what the end result is and because we've seen this as kind of a revised iteration of the first one, project that came through, we're comfortable with the framework issues because we built Bluff Creek Boulevard and worked in this area so the goal is to get security. Have a plan. An approved plan and then allow them to, while we're working on the final plat which may take some time, that they can get working on it. Aller: And then there's adequate protection for the City then as well. Aanenson: That's correct. Aller: When they do that grading so that it's not just, there's revegetation protection. Aanenson: I would say it's very rare that we would, and the City Engineer can correct me, that we ever give a grading permit of this scale without a plan. Oehme: Absolutely. Larson: Did you have something else? Ellsworth: Yes, thank you Madam Chair. Where Bluff Creek Boulevard ends now in that, what is it round about? There's a hill that goes up. Is that whole thing going to be lopped off? And that's part of the grading where it's continuous to the other development. And then one of the maps showed the development to the east. Is that, yeah. Is that platted? Generous: Preliminary plat. Ellsworth: Oh it is an approved preliminary plat? That's higher density like to the west of this proposed? Generous: Yes, it was a townhouse project. Ellsworth: Okay. That's all. Larson: Okay. Anybody else? Have we got an applicant that would please step up? Mark Sonstegard: Good evening Madam Chair and members of the Planning Commission. My name is Mark Sonstegard. I'm the Land Development Manager for Ryland Homes and Ryland Homes is pleased to be working again with the staff of the City of Chanhassen. We've done other projects in the past and we enjoy working with your city and, they're tough but they're fair and projects always seem to go along as planned. Ryland also believes that this site has some nice benefits for both Ryland and the City. One of the, for Ryland we're building a little larger 12 Chanhassen Planning Commission - July 6, 2010 lots than we normally do which will allow us to build some larger homes. Some bigger garages and things that the market now is looking for. And then for the City we'll be collecting, or completing a collections, or collector road, Bluff Creek Boulevard and also a nice opportunity to build a city park. As staff has stated, we do plan on building the development in two phases. First phase will be about 41 lots. The dividing line there is basically sewer capacity for the southern portion. And also with the first phase we will be completing the collector street and mass grading of the city park. One of the things we've been working with the parks department is on a, is a possible two phased development of that park and it's mainly, we'll get part of the park ready and the City can work, or the parks department can complete the northern half of the park and then the southern half of the park will come with the second grading. With Ryland mass grading the site it also gives us an opportunity to have a balance area for the rough grading of our second phase so we're not trucking dirt all over the city and outside. We also, so with the first phase will be developed in 2010. The second phase, we're anticipating starting to do the grading in late 2011 and then complete the development work in 2012. The grading will be done in 2011. We do have some significant fills, greater than 10 feet in a number of areas and something I need to share with the staff is our soils reports and our engineering, soils engineering on the site. Right now the soil engineer is recommending 3 to 6 months of delay in construction for settlement. I believe staff report I think mentioned a year but basically what we want to do is start filling those areas late in the fall and let it sit during the wintertime for settlement and then we'll be ready to finish grading the site in the spring of 2012 and then continue with the remaining of the development. Basically Phase II will be development will be completed in 2012 and we're anticipating our build out of all our homes sometime in the year 2016. Ryland will start selling homes. We're anticipating opening for sales in January of 2011 with 6 different models. Our square foot range is about 2,185 square feet to 3,400 square feet. Price range right now we're anticipating is between $368,000 to $440,000. The homes right now are all planned to be two story homes, all with 9 foot foundations. 9 foot first floors. 4 bedrooms. 2 '/: baths which one would be a master garden bath for the master suite. 3 car garages. And basically that's all I really have. Joel Cooper from James R. Hill is here. He's our engineer. Both of us have been through the staff report. There's numerous items we need to work on but we all feel they're doable and we don't see any issues with meeting the requirements of the City so we're open for any questions you may have. Larson: Okay. Tom? Kathleen? Ellsworth: What's a master garden bath? Mark Sonstegard: Master garden bath? Or garden bath term. The garden bath is an upgraded bath that you'd have a separate shower, a whirlpool tub, double vanity sinks rather than a bathroom that has just a tub and shower... Larson: I was envisioning palm trees. Ellsworth: Open to the outdoors. Aller: No questions, thank you. 13 Chanhassen Planning Commission - July 6, 2010 Larson: No? And I haven't either. Thank you very much. Mark Sonstegard: Thank you. Larson: Okay, at this time I will open up for the public to speak your mind. Public hearing. Please come on up. State your name and address for the record please. Mike Overschmidt: My name's Mike Overschmidt. I live at 1822 Colonial Lane, Unit 1 which is in Liberty Bluff Creek townhouses. I just have a couple questions. I'm not here with any complaints or anything about the project. I'm just really more curious than anything since I literally look out my kitchen at where the park will be. Larson: Okay. Very nice. Mike Overschmidt: It's kind of fun now because I get to look out there and I see deer and I see turkey and not I'm going to see a park. That's not so bad. Question, I didn't catch when you were talking about the homes that you're going to build. I caught 2 story, 3 car garage, 2,100 to 3,400 square feet. What was the price range? You said it but I didn't get it written down. Mark Sonstegard: $368,000 to $440,000. Mike Overschmidt: 440. Okay, cool. Thanks. One question I had about the park. Will that park have lights? Oehme: Well typically our residential parks do not have lights for ballfields or anything like that. Those are kind of restricted to the Lake Ann's. The bigger fields. Bigger parks. That's one thing that when the park director has these neighborhood meetings we'll find out what the neighborhood wants in those parks and try to accommodate the needs as best as we can. Aanenson: And to be clear, unless they put a hockey rink or something like that, but I think that's the goal is to have a neighborhood meeting to decide what should go into the park. What features and what amenities and what the issues would be so that has not all been finalized yet. Mike Overschmidt: Okay, I understand. I caught that it was preliminary. I guess I was wondering if that was in the plans because then, again in a neighborhood park it's a little different than in more of a heavier use kind of a park so that would be a. Aanenson: That's correct Mike Overschmidt: Something to consider when they have that meeting. Something I'm not clear on. The outlots, I caught that actually the park is like one of the outlots. This is creating four outlots but I wasn't really clear on what the four outlots were. When I hear outlots I think businesses but that's not what we're talking about here, right? Aanenson: Right. 14 j :� Chanhassen Planning Commission - July 6, 2010 Mike Overschmidt: What are we talking about the use of the four outlots? Generous: Basically they'll all be for some type of public open space or public use. Outlot A will provide a connection from, for the property to the northeast. Outlot B is the Bluff Creek corridor that we're going to preserve. Outlot C is the park and Outlot D is the storm water pond. Mike Overschmidt: Oh okay. Generous: It's just a small one here that feeds over and then it will drain into the tributary for Bluff Creek. Mike Overschmidt: Okay. Okay, I wasn't clear on what outlots meant. That's useful to know. And I heard that the, I heard something about starting in 2010. Is that, you're going to start grading in 2010? Assuming you get all the approvals of course, and it sounds like starting to sell in January so are you thinking you're going to build like model homes for next year then? Is that what I heard? Mark Sonstegard: Correct. We'll start development, grading, assuming we get our permit, our plan is to develop the first phase, streets this fall and start a model November -December to be open in January. Mike Overschmidt: Okay. Last question I had I think is, when the park, that's a good picture to have up there. Where the park is there, Liberty on Bluff Creek is right immediately to the left of the line there and as I said I'm in one of the townhouses right there. Is there going to be any kind of buffer between Liberty on Bluff Creek and the park? Any, whether it's as fence. A tree line. anything there or? I think right now it's not, it's kind of a swale. It's not a creek per se but it's kind of where water runs down. Aanenson: I think that's something we'd have to look at with the parks department and the park director to see how that would lay out and what they, what the buffer would be on that. Well I don't think they've developed a land, they've come back with a specific plan... There is cross access agreement with those parking lanes on the end to get access into that park from the Liberty on Bluff Creek Association but, and if we need to put steps or trails or something more significant to get in there, but I think that's something that the park director would like to meet with the neighborhood to find out. You know where's the best place to put that. The amenities and the buffer. Mike Overschmidt: Okay, cool. Is there, is the rest of the information that everybody seems to have, is that online somewhere? Aanenson: Yes. Mike Overschmidt: Is that information on the web site? Okay. Is that City of Chanhassen's web site? Aanenson: Yeah, I can talk to you as soon as the... 15 Chanhassen Planning Commission - July 6, 2010 Mike Overschmidt: Oh, because I picked up the... Well cool. I have no complaints. Just curious questions. Alright, thanks. Larson: Thanks. Ellsworth: Madam Chair if I could clarify? Larson: Yes. Ellsworth: Bob, I struggle with contour lines. I don't know if they're going up or down. There's the grading line on the park and then inbetween the park and the townhomes, is that down or up? Starting from the townhomes. Generous: I believe it's going down. Yeah, to the south and west it goes deeper. So it's like a plateau that they're trying to create for the useable park area. Ellsworth: Yeah. Generous: Todd mentioned something like some sliding hills maybe on the south end. And then you can just see at the bottom of this, this is a gully system that goes into Bluff Creek and Terry's talking about maybe looking at some enhancements to that to stop the erosion. Ellsworth: Okay, thank you. Larson: Okay. Is there anybody else that would like to speak? Seeing nobody stepping up, I will close the public hearing and discuss it amongst you guys. What do you think? Undestad: Looks okay to me. I like it. Get something going again. Larson: Yeah, really. Yes? No? Aller: I think it preliminarily looks like a great project. It supplies the City with a park. Supplies all the people up there in neighborhoods within a half mile certainly with a park, which is the intention of the concept of our major plans and I would like to thank planning for the report because this is a lot of work. As Mike had pointed out, it is on the web site for people to look at and see. It's an intensive report_ It goes through, gives a ton of conditions. I've looked at all the conditions and I think they're appropriate and I think it's going to be a good project. Larson: Okay, Kevin. Ellsworth: Yeah, I echo Andrew's comments quite a bit. I like how it respects the contours of the existing land. It looks like it will be a very nice addition to the neighborhood and certainly the addition of the park space is very nice and truly this being my fast review of one of these, I was very impressed with the work staff and the applicant put in. There's a lot of work and a lot Chanhassen Planning Commission - July 6, 2010 of money spent here to make this happen properly and that's very neat to see so I think it's a good deal. Larson: Kathleen? Thomas: I think everyone has said it best. It looks good. It'll be good for the whole area and I'm looking forward to it too. It looks like... Larson: How about you Tom? Doll: I agree. It looks like a great project. Let's develop. Larson: Good. I'm just so glad to see new development come in and it's, I think the price range is just quite right on for our economy and you know it's just right in the middle there which I think we need more projects like this so I'm certainly for it as well. So with that does anybody want to entertain a motion here? Aller: Madam Chair I'll move that the Planning Commission approve the Pioneer Pass development including the Preliminary Plat, Conditional Use Permit with variance, Interim Use Permit and a Wetland Alteration Permit subject to the conditions of approval in the staff report with the following amendments. Letter (p) on page 22. To indicate on the last line, in place of $1,418, they now have $608 and the hook-up fee of, or water hook-up fee for $1,618 in lieu of the $3,775. Then in subparagraph (v), that estimates be modified to read assessments. That planning please check with City Council and verify whether or not we should use the word must or shall and replace the language appropriately throughout. And adopt all Findings of Fact and the recommendation. Doll: Second. Larson: Okay, with that I will take a vote. Aller moved, Doll seconded that the Planning Commission recommend approval of the Pioneer Pass development including preliminary plat, conditional use permit with variance, interim use permit and a wetland alteration permit subject to the conditions of approval in the staff report and adopt the attached findings of fact. CONDITIONS OF APPROVAL: Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets: 1. Building Official: a. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 17 Chanhassen Planning Commission -July 6, 2010 b. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. c. Demolition permits must be obtained before demolishing any existing structures. d. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. e. Retaining walls over four feet high require a building permit and must be designed by a Structural Engineer registered in the State of Minnesota. f. Each lot must be provided with separate sewer and water services. g. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 2. Engineer: a. The developer must coordinate the proposed grading within the Liberty on Bluff Creek property and the restoration with the homeowners association. b. The developer must obtain approval to complete the off -site grading required to construct a collector road- Bluff Creek Drive- to Pioneer Trail. c. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. d. Additional catch basins will be required along Street A. The number and location will be determined with the final plat submittal. e. The developer's engineer must work with City staff to improve the proposed drainage patterns at the back of Lots I 1 through 14, Block 2. A drain the service stub must be provided for any lot that drains from the back to the front. g. The low floor elevations of Lots 33 to 35, Block 1 must be adjusted so that they are minimum three feet above the high water level of the adjacent pond. h. Verify the first floor elevation of Lots 1 through 3, Block 1. i. Retaining walls constructed with the development will be the responsibility of the homeowners association. Sanitary sewer that is 16 to 26 feet deep must be SDR 26; sewer in excess of 26 feet deep must be SDR 18. 18 Chanhassen Planning Commission - July 6, 2010 k. The sanitary sewer between Lots 5 and 6, Block 1 must be installed within a steel casing pipe. 1. The developer will install 12-inch trunk watennain within Bluff Creek Drive. The City will reimburse the developer the cost difference between 8-inch lateral and 12-inch trunk watermain. m. A water service stub must be installed for the park area at a location acceptable to the Parks and Recreation Director. n. A pressure -reducing valve is required within the homes with a low floor elevation of 935 feet or lower. o. The developer shall install a pressure -reducing valve vault in the southern portion of Bluff Creek Drive. The City will determine the location and design of the vault in conjunction with the final plat design. The developer will be reimbursed for the cost of the vault. p. The property is subject to sanitary sewer and water hookup charges for all of the lots. The 2010 Met Council SAC charge is $2,175 per unit. The City's 2010 trunk utility hookup fees are $2,026 per unit for sanitary sewer and $5,393 per unit for water. A portion of the trunk utility hookup fees will be collected with the final plat: for 2010 the portion collected with the development contract is $608.00/unit of the sanitary sewer hookup fee and $1,618.00/unit of the water hookup fee. q. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. r. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. s. Prior to final plat approval, the City and the developer must work with MnDOT to obtain the necessary approvals and/or agreements necessary to construct the portion of Bluff Creek Drive that will lie within the MnDOT right-of-way. t. The grade of the public streets must be adjusted so that they do not exceed 8%. u. The owner of the exception parcels shall work with MnDOT, the County and the City to determine future access to these areas. v. The outstanding assessments, plus accrued interest must be paid with the final plat or reapportioned to the lots within the final plat. 19 Chanhassen Planning Commission - July 6, 2010 3. Environmental Resource Specialist: a. The applicant shall plant 343 trees within the development. Each lot shall have a minimum of two overstory, deciduous trees planted in the front yard. b. The applicant shall install the total required buffer yard along Bluff Creek Boulevard and Outlot C. c. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the City before installation. d. Lots 13, 14, 25 and 26, Block 2 shall receive an increased number of evergreen plantings to shield the properties from oncoming traffic headlights. e. The applicant shall revise the landscape plan to show more variation in boulevard plantings. No more than 10 trees of a species may be grouped together. f. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. g. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 4. Fire Marshal: a. Additional fire hydrants will be required and some will need to be relocated. Contact the Fire Marshal for which hydrants are in question. b. Water main and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 503.1.1.). c. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4.). d. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs (2007 MSFC Sec. 505.2.). e. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided (2007 MSFC Sec. 501.4.). 20 Chanhassen Planning Commission - July 6, 2010 5. Park Director: a. Successful transfer of Outlot C (8.7+ acres) to the City of Chanhassen through a combination of dedication and fee purchase for development and use as a neighborhood park. b. Extension of trail (west side of road) and sidewalk (east side of road) paralleling the planned connector street south to their respective connection points at the intersection of Pioneer Trail and Bluff Creek Drive. c. Install a sidewalk on Street D from Street A to Bluff Creek Drive. 6. Planner: a. Lot 20, Block 2, shall be adjusted to meet minimum 110 feet of lot depth. b. A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way. c. The developer shall pay $23,649.00 as their portion of the 2005 AUAR. d. The property owner may donate Outlots A and B to the City, or if retained under private ownership, dedicate a roadway/trail easement and drainage and utility easement over Outlot A, and conservation easement, trail easement and a drainage and utility easement over Outlot B. 7. Water Resources Coordinator: a. The HydroCAD model shall be revised to accurately reflect the post -development soil conditions or evidence shall be provided that soils post development will have a water transmission rate between 0.15 and 0.30 in/hr. b. All conditions for the wetland alteration permit must be met (Chapter 20 Article VI). c. Wetland I, as delineated by Graham Environmental Services, Inc., needs to be shown on Sheet 1.2 and other applicable plan sheets. d. Wetland buffers and setbacks shall be shown around all wetland features on or adjacent to the subject property on the plat and grading plans (20-412). e. Where, if at all, the buffer encroaches onto a private lot, a drainage and utility easement is required (20-412). f. Wetland buffers must be planted with native vegetation per Section 20-412. 21 Chanhassen Planning Commission - July 6, 2010 g. Make the Soil Boring report available to the City (18-40). h. SWMP fees, estimated at $119,830.52, will be due to the City at final plat (4-30). i. The applicant or their agent must secure permissions from the Minnesota Department of Transportation to discharge subcatchment area 8S to MnDOT right-of-way. j. As stated in Section 18-40(4)2v. Drain rile service must be provided to any lots where drainage is directed from back to front. This condition exists along Street B between lots 16 & 17 as well as lots 18 & 19. Because of the presence of Hamel loam, a soil with a known seasonally high water table less than one foot below the surface, drain tile shall be extended from Lot 12 to the CBMH in front of Lot 19 of Block 2. Drain tile is also encouraged in front of lots 1, 2, 3, 41 and 42 of Block 3, and Lots 1, 2 and 3 of Block 2. The soil boring report will be beneficial in making this determination (18-40). k. The swale between Street B and Street C must be within a drainage and utility easement. Care should be taken to design the grading so that surface drainage from Street C isn't directed into the residences along Street B (18-76). 1. The outlet for Pond 2 is to be moved as far west as is practical (19-144). m. Applicant must demonstrate how the City can access Pond 2 for future maintenance. n. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. Energy dissipation and soil stabilization best management practices such as ScourStopTTM, Erosion Control Blanket P42TM or similar shall be used in addition to rip -rap (18-62). o. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). p. Areas where proposed and existing grades are to be matched shall be done so that no concentrated flow conditions are created. These areas include, but are not necessarily limited to, the backyard of Lot 7, Block 1, the backyards of Lots 1 and 2 of Block 1 and adjacent to the extension of Bluff Creek Boulevard at the intersection with Pioneer Trail (18-62). q. Type 3, weed -free mulch shall be used in outlot B. r. hlet protection will be required on the existing CBMH at the northerly intersection of Bluff Creek Boulevard and proposed Street A (18-62/63). s. A note shall be included on sheets 3.2, 3.3 and 3.4 indicating that inlet protection will be required on all backyard CB until final stabilization is achieved. 22 Chanhassen Planning Commission - July 6, 2010 t. After the slopes are graded but before the erosion control blanket and seed is placed, the use of silt fence with J-hooks, straw wattles, rock logs, bioroll or other BMP will be required to break up any run 75 feet or longer (18-62). u. Bluff Creek needs to be identified on the plan set and the SWPPP and erosion plans must clearly indicate that it is an impaired water for turbidity and that no discharge of untreated water will be allowed to the creek or to the fringe wetland (19-145). v. A detailed turf establishment plan shall be provided (19-145). w. A note needs to be included on the plan set that top soils are to be scraped and stockpiled and the soil stockpile area(s) need to be shown on the plan (19-145). x. Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone. Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone: 1. Wetland must be protected at all times from impact. 2. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. 3. Signage shall be posted at the property corners indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. 4. Bluff Creek shall be shown and identified on the plan set. 5. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. 6. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. 7. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTrm, Erosion Control Blanket P42Tm or similar shall be used in addition to rip -rap (18-62). 23 Chanhassen Planning Commission - July 6, 2010 8. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. 9. Signage for the Bluff Creek Overlay District must be posted on every other property corner and at major lot angle changes where residential yards meet the primary zone. Interim Use Permit to allow site grading prior to final plat approval: 1. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (1840). 2. The erosion control and grading plan must be amended per Preliminary Plat comments. 3. The Wetland Alteration Permit conditions must be met. 4. A phasing and sequence plan must be prepared and submitted. 5. The grading operations must follow the preliminary grading plan as approved by City Council. 6. The applicant must submit a $36,500 erosion control security before grading can commence. 7. The applicant must obtain permission for any off -site grading. 8. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. 9. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. 10. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 11. Erosion control measures must be installed and inspected prior to grading. Wetland Alteration Permit for the grading and filling of wetlands: I. Wetland I must be shown on the plans (18-40). 2. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. 3. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. 24 Chanhassen Planning Commission - July 6, 2010 4. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a minimum: a. Two cross -sectional views and a plan view; b. A detailed planting schedule; c. A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); d. A discussion of the soils as it pertains to their adequacy in wetland creation; and e. A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. 5. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. 6. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. 7. The wetland area should use BWSR seed mix WTI for any temporary seeding. 8. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. 9. Yellow tags shall be provided to the City after the area has been seeded. 10. The planting schedule and vegetation management plan shall incorporate the buffer area as well. 11. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form". All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Thomas noted the verbatim and summary minutes of the Planning Commission meeting dated June 15, 2010 as presented. COMMISSION PRESENTATIONS: None. CITY COUNCIL ACTION UPDATE: Larson: Do we have any other updates that you need to speak on? Aanenson: Yes. Did you approve the Minutes? 25 Chanhassen Planning Commission - July 6, 2010 Thomas: Yes. Larson: Yes. Aanenson: Okay, I'm sorry. Yes, I should give you a couple updates. For the next meeting on July 20a' we didn't have any applications so. Also on August 3'a we kind of made a commitment for National Night Out that we would not hold a meeting. We've had some conflicts with people with that. We do have over 40 some neighborhoods that like National Night Out so we want also you to enjoy your National Night Out so for that, so we do have a meeting on August 17`" and we do have some code amendments. We may get another application in but I do also want to discuss with you, there's some new case law that just came out that went to the Supreme Court. The City of Minnetonka, there's an application for a variance so it took 20 years of case law and kind of turned it on it's head. What the definition of reasonable use is so everybody's kind of scrambling. Right now we had a case that was going to be on this agenda and we told them, based on our City Attorney's opinion that we would have to recommend denial so we won't be seeing too many variances right now because the definition of reasonable use is pretty narrow so have sweeping implications. So it may take some new legislature so we're just trying to get at handle on that but I'll be sharing that with you in a future meeting when we have more information on that but right now it has a big implication for the variances that we process. Actually the one that we were going to look at tonight was very similar to actually the Minnetonka case. Very, very similar so we gave them withdrawal and refunded their money and told them we'd have to support the denial so I'll give you some more information on that too and maybe even have the City Attorney, if I can, come in. We have a work session for the next meeting and talk a little bit about that so. Ellsworth: Kate, it only affects future variances. Aanenson: That's correct. That's correct. So it just really narrows it so we do have a couple other projects that are, that will be coming forward. There's one that's going to the Planning Commission, just to give you an update on the Preserve. This project that's next to this one. Third phase so 25 more lots so the Preserve is actually kind of kitty corner to this one so it'd be north and then to the west of this project. Excuse me, to the east of this project so there'll be some additional lots. 25 more lots and that's LBK who's taking over that project now so that's going to City Council. And then we do have some other purchases that are out there so we may be seeing a couple other subdivisions yet. We have some that have been picked up by other developers. Pulte's picked up a couple other projects so they're, those do not require replats but what we're seeing in this market, I think we mentioned before, this was a previous plat. That's why we, it was changed. Kind of refreshed. The lot size changed and the orientation and we may see that on a few other ones but you will probably late this fall when we kind of have that short window of trying to get construction is what they're trying to do too. Trying to get the improvements in. Be able to pay themselves back by being able to pull permits all winter so. So we will not be together again for a month. Ellsworth: It was interesting that we talked about 200 developed lots out there that they see a market for another 90. RM Chanhassen Planning Commission - July 6, 2010 Aanenson: Yes. That was challenging when, exactly because we keep track of how many, Bob does a report every month of how many vacant lots we have when you actually fill in the subdivision, but that shows you that how carefully people are looking at this market and what product's out there. This is again maybe a nitch we don't have. We'll probably see the one that comes into this. The Preserve is a little bit smaller lot. Probably closer to 7. This is, Bob had talked about averaging more of 12 so it's a little bit bigger lot but then the other ones that are out there that permits are being pulled over, the older ones. The Pinehurst. The Highcrest Meadows. Some of those are, you know the traditional 15,000, probably closer to 750 plus in that price point so. Ellsworth: These would be a great lots and great view if the freeway wasn't there. Aanenson: Yes. Fantastic views. Well that was with the noise assessment came in looking at that but you have to remember what we put, if Bob can go back to that overall and just take a minute to talk about kind of that overall. You know we potentially looked at a regional mall there so that's going to provide some noise mitigation and you also got the high point coming off of the Bluff Creek Boulevard. Some office park. Even that triangular piece. We talked about that as a really nice visual office piece. Because that's the highest point when you're coming off that interchange when you see 212 looking across so that might provide some visual and noise attenuation. It's similar to what we did when we looked at, here's a case of a variance where we looked at the medical user right there on Dakota. Right next to the Legion. I'm sorry, it escapes me. The medical user that we actually gave them a variance to go 3 stories and the neighborhood was supportive because that actually also provides a block from Highway 5 and the noise and it's a nice, highly articulated building. So we look at those offices down the road when that comes in, I think that's going to provide some of that. Bob's got it up right there. If you can point to that triangle piece there Bob. That we have guided for office in that area there so that's going to provide a break, and then if you go up to the north of that, however Bluff Creek Boulevard, it will be circuitous through there but somewhere it will touch down on the Powers Boulevard. Somewhere through there there will also be maybe some taller buildings that might provide some of that noise break too, but you're right. As you go further south, but then we also did provide for some low office along that property that MnDOT took. Ellsworth: So where would the mall be? Up there? Aanenson: Yeah. Ellsworth: Oh on both sides. Aanenson: It was dual guided so it could be a mall. It could be office park, yep. Ellsworth: Okay. Aanenson: But then we also did provide for some office on that southerly piece along Pioneer Trail and that would be kind of again providing that transition for a good buffer for noise and that sort of thing there too. It's at grade and that won't come on line until MnDOT works out the 27 Chanhassen Planning Commission - July 6, 2010 final selection for the new river crossing because that was supposedly to be a river crossing in that area so they bought that additional right-of-way... Ellsworth: You know there was one thing I forgot to mention. I was looking again back at the code and in Section 18-40, oh my gosh. It goes all the way back to, I have a hard time reading what numbers these are but it talks about a photo composite image, artistic renderings or site elevations and it has it shall be submitted. That would have been helpful to see what this looks like because with the contours, but I don't know if that's required. Aanenson: It's not. We've done it on certain projects when we spend a lot of grading, so that was one we have asked before. We've had the cardboard, the illustrative that takes that space. We have asked for that before. But certainly if that's something when we talk about a project that's coming that you would like to say, you know then I would say give us a shout out on that. Ellsworth: Well yeah, I don't want to add you know excess cost for the developer either. That's not cheap to have that done but. Aanenson: Yeah. Yeah. I understand your concerns the first time going through. We've, because we did Bluff Creek Boulevard, we've all done all the projects... so familiar, I think we feel more comfortable. I certainly understand your comfort with trying to visualize, reading grading plans is always difficult. Looking at, like you said, is it going up or going down. It's always difficult to understand that. Actually Alyson's given us some training on reading grading plans but it's always hard to visualize the impact, and I think that's one of the reasons why I feel strongly about, that we as a group always go out and look at projects like twice a year to help us understand and look at the grading. How much dirt has been moved and what the impacts are. When you start talking about retaining walls, how high are those. What does that mean? What does it really look like? Like you're saying, how are you going to see that from 212? Yeah, I think even looking at the high school site, we went out there quite a few times to look at the high school site and we went out there while it was under construction and afterwards and it's always a good exercise to kind of how does that match up to what was really on the paper. It's always hard to visualize so I think, I understand your concern. It's something we find that. Ellsworth: I did that on my house that we just drew the garage in where I thought it would go and the builder's a family person. Bill Dick came up and oh my god, your garage is 13 feet tali. In the end it worked out really nice but it surprised the hell out of me when I drove up there because I didn't connect it very well. Aanenson: No, that's a good point and especially because for some of you fast time going through this, to get... Larson: You could stack a couple cars in there huh. Yes, we are adjourned. I assume we have nothing else? Chairwoman Larson adjourned the Planning Commission meeting at 8:10 p.m. Submitted by Kate Aanenson, Community Development Director Prepared by Nano Opheim m CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING . PLANNING CASE NO.10-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 6, 2010, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 45 acres); Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on property zoned Residential Low and Medium Density (RI.M) and Agricultural Estate (A2), located north of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive — PIONEER PASS. Applicant: Ryland Homes. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sery/nlan/10-09.htmi or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: b_¢enerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on June 24, 2010) SCANNED January 14, 2011 Bob Generous Community Development Department City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Sound Attenuation Requirement Dear Bob: RYLAND HOMES' TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952-229-6000 Office 952-229-6024 Fax w .ryland.com '?ECE1yE# �qN Ol7'yOFCH,4NN, �, SEA, The following condition of approval was part of the Development Contract for Pioneer Pass dated September 13, 2010: "A 30 dBA attenuation shall be provided by the building design and construction along with year-round climate control for the homes adjacent to the T.H. 212/Pioneer Trail right-of-way." Ryland Homes will meet this condition by the following: 1. Windows are the lowest common denominator for sound transmission through an exterior wall. The windows Ryland will be installing for the lots pertaining to this condition of approval are "MI" 3500 Series windows with an STC rating of 32. For this situation, it is Ryland's understanding that a STC rating of 32 is equivalent or better than 30 dBA attenuation requirement. 2. Year-round climate control will be achieved by air conditioning units being a standard feature for the lots pertaining to this condition of approval. If you have any further questions with this matter please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities CC: Trace Mills, VP Production, Ryland Homes, Twin Cities August 18, 2010 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Final Plat Application Dear Ms. Aanenson: RYLAN D HOMES TWIN CRIES DIVISION 7599 Anagrom Drive Eden Proirie, MN 55344 952-229-6000 Office 952-229-6024 Fox w .ryland.com Ryland Homes is pleased to submit to the City of Chanhassen a final plat application for Pioneer Pass. This phase of the development includes forty one (41) single-family lots, the completion of a collector street from Bluff Creek Boulevard to Pioneer Trial and the creation of the 8.7 acre city park. Included with this letter please find the Final Plat Application Form, along with all of the necessary plans and items required for final plat consideration. Phase two development is scheduled to start in 2012 with the completion of the remaining fifty three (53) lots. If you have any questions with this application, please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Twin Cities CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 CHANHASSEN PLAVIVNG DEPT SCANNED Generous, Bob From: Brent Hislop [brent.hislop@synergylandcompany.com] Sent: Monday, July 12, 2010 12:27 PM To: Oehme, Paul; Generous, Bob Cc: 'John Chadwick; pbilotta@hmidevelopment.com;'Sonstegard, Mark' Subject: FW: Pioneer Pass - Assessments Attachments: image001.jpg; image004.png; image003.png Hi Paul & Bob — I believe we're on the same page related to the assessments for Pioneer Pass, but just wanted to clarify the pro -ration noted in the e-mail below. I believe this is relevant as the Pioneer Pass plat does not include Sever's exception parcels, however the assessments related to these lots are included in the staff report.... I don't know that we need to get into the detailed amounts with Council, however, I do want to ensure the pro -ration concept is clear. Ryland is paying (either at time of plat, construction, or closing) the assessments & interest related to the platted parcel, while Sever does not intend to pay the remaining assessments on the exception parcels until time of future development. Please read the details below & confirm we have a common understanding of how & when the assessments are allocated & paid. Thanks. Brent Hislop, Managing Partner S�tnergy La na Compa. 44Hrk:rtj 1p(t7!er. 3?� �.a.:_ Land Development, Land Brokerage, Land Consulting (612) 590 - 0811 brent.hislop@SvnergvLandCompanv.com Enjoy learning more at: www.SVnergyLandCompany.com From: Brent Hislop [mailto:brent.hislop@synergylandcompany.com] Sent: Tuesday, July 06, 2010 11:47 AM To:'Sonstegard, Mark' Cc:'John Chadwick';'pbilotta@hmidevelopment.com' Subject: Pioneer Pass - Planning Comm - Assessments Hi Mark — Per the staff report for tonight's Planning Commission meeting, the noted assessment amounts relate to the entire parcel (your purchase + 3 outlots). Please clarify this issue with City Staff before the meeting, as Sever & family do not intend to pay the outlot related assessments until the time of future development. From our previous discussions, Ryland will be paying principle & interest to closing on the portion related to the contracted Property. A quick summary: Assessment Total Prop. Amt. Ryland Contracted Property Assmt. Ac. — per City Bluff Creek $1,017,682.41 $840,850.00 + interest to closing (47.40/56.30) TH 101/212 $188,659.46 $158,135.84 + interest to closing (47.40/56.30) 2005 MUSA $301,044.41 $253,454.80 + interest to closing (42.32/51.22) AUAR Fee $23,639 Please confirm the above makes sense to you. I'd like to have this clarified with Staff before tonight's meeting to ensure the City is clear. Thanks for your help with this.... Brent Hislop, Managing Partner Synergy Land Company �roRrrher. Drnrt�inq to/ur:.=-. Land Development, Land Brokerage, Land Consulting (612)590-0811 ; re_,.hislop@SynergyLandCompany.com Enjoy learning more at: www.SynergvLandCompany.com Generous, Bob From: Brent Hislop[brent.hislop@synergylandcompany.com] Sent: Monday, July 12, 2010 2:59 PM To: Oehme, Paul; Generous, Bob Cc: Aanenson, Kate; 'John Chadwick' Subject: RE: Pioneer Pass - Assessments - clarification Attachments: image001.jpg; image006.png; image007.png; image003.png Hi Paul — Per tonight, I don't want to create a topic for discussion on the assessments.... I believe we're all on the same page. I'd just ask you or Kate/Bob note for the council that the total assessment amounts are correct (per City finance dept), but relate to the overall parcel (including the 3 exception pieces which are not part of the plat). This plat accounts for the majority of the assessment (i.e. 84%+/-) bases on Kimley-Horn's numbers. The exception parcels would pay their pro -rated amount at the time of future development — not as part of this plat or developers agreement. Thanks. Z�w Brent Hislop, Managing Partner Land Development, Land Brokerage, Land Consulting (612) 590 - 0811 brent.hislop@SynerayLandCompanv.com Enjoy learning more at: www.SynergvLandCompanV.com From: Oehme, Paul [mailto:poehme@ci.chanhassen.mn.us] Sent: Monday, July 12, 2010 2:05 PM To: Brent Hislop Subject: RE: Pioneer Pass -Assessments Brent, Are you planning to be here tonight? Paul Oehme, P.E. Director of Public Works /City Engineer City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Ph. # 952-227-1169 email: poehme(dci.chanhassen.mn.u5 From: Brent Hislop [ma ilto:brent. hislop@synergylandcompany.com] Sent: Monday, July 12, 2010 12:27 PM To: Oehme, Paul; Generous, Bob Cc: 'John Chadwick'; pbilotta@hmidevelopment.com;'Sonstegard, Mark' Subject: FW: Pioneer Pass - Assessments Hi Paul & Bob — I believe we're on the same page related to the assessments for Pioneer Pass, but just wanted to clarify the pro -ration noted in the e-mail below. I believe this is relevant as the Pioneer Pass plat does not include Severs exception parcels, however the assessments related to these lots are included in the staff report.... I don't know that we need to get into the detailed amounts with Council, however, I do want to ensure the pro -ration concept is clear. Ryland is paying (either at time of plat, construction, or closing) the assessments & interest related to the platted parcel, while Sever does not intend to pay the remaining assessments on the exception parcels until time of future development. Please read the details below & confirm we have a common understanding of how & when the assessments are allocated & paid. Thanks. Brent Hislop, Managing Partner Synexgy L ��;, co'21Pa�t . y,e tliwkiwg tegrthn. tkrelvpi4gpalur. Land Development, Land Brokerage. LandConsultina (612) 590 - 0811 brent.hisloo@SynergyLandComt)anv.com Enjoy learning more at: www.SynergvLandCompany.com From: Brent Hislop[ma iIto: brent.hislop@synergylandcompany.com] Sent: Tuesday, July 06, 2010 11:47 AM To:'Sonstegard, Mark' Cc: 'John Chadwick'; 'pbilotta@hmidevelopment.com' Subject: Pioneer Pass - Planning Comm - Assessments Hi Mark — Per the staff report for tonight's Planning Commission meeting, the noted assessment amounts relate to the entire parcel (your purchase + 3 outlots). Please clarify this issue with City Staff before the meeting, as Sever & family do not intend to pay the outlot related assessments until the time of future development. From our previous discussions, Ryland will be paying principle & interest to closing on the portion related to the contracted Property. A quick summary: Assessment Total Prop. Amt. Ryland Contracted Property Assmt. Ac. — per City Bluff Creek $1,017,682.41 $840,850.00 + interest to closing (47.40/56.30) TH 101/212 $188,659.46 $158,135.84 +interest to closing (47.40/56.30) 2005 MUSA $301,044.41 $253,454.80 + interest to closing (42.32/51.22) AUAR Fee $23,639 Please confirm the above makes sense to you. I'd like to have this clarified with Staff before tonight's meeting to ensure the City is clear. Thanks for your help with this.... Brent Hislop, Managing Partner Synergy i.and Company„„1 hprking tcgetAn. Detrlaping ralnr.''- Land Development, Land Brokerage, Land Consulting (612) 590 - 0811 hrFznt.hislop@SvnergyLandCompany.com Enjoy learning more at: www.SynergyLandCompany.com Generous, Bob From: Sonstegard, Mark [msonsteg@ryland.com] Sent: Monday, July 12, 2010 10:07 AM To: Generous, Bob; Fauske, Alyson Cc: Oehme, Paul; brent.hislop@SynergyLandCompany.com; Joel Cooper Subject: RE: Pioneer Pass -Comments on Staff Report -City Council Bob, Again, just some brief comments of the Staff Report for tonight's City Council meeting, most are same as before: Page 4, the report states the park will be developed with the first phase, it's been Ryland's proposal to work with the Parks Department and rough grade the park in two phases. Page 7, the report states phase two grading will begin in spring of 2011, its our current plan to begin phase two grading in fall of 2011. Also further down the page it mentioned a one year delay do to large fills, per our soils engineer, we are anticipated 3 to 6 month delays for consolidation. Page 12 and 22, Assessments, as I mentioned in my email below, the assessment amounts listed are for the full PID, it's Ryland's understanding that these assessments will be reapplied to the different parcels located within the PID and the amounts associated with our plat are noted below. Page 13 and Page 23, Ryland is currently revising the landscape plan based on City comments, however, Ryland is not planning on planting any "bufferyard plantings" on the City Park (Outlot C). Hill's currently working on an additional cross section through the single-family lots, I'll get it to you ASAP Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities (952) 229-6007 (952) 229-6024 fax msonstea@rV1and.com From: Sonstegard, Mark Sent: Tuesday, July 06, 2010 2:22 PM To: Generous, Bob; afauske@ci.chanhassen.mn.us Cc: poehme@ci.chanhassen.mn.us; Brent Hislop(brent.hislop@SynergyLandCompany.com); Joel Cooper Subject: Pioneer Pass -Comments on Staff Report Bob, I just have a few comments on the Pioneer Pass Staff report I would like to bring to your attention: Grading and Erosion: The 2011 grading will take place early fall rather than spring, construction delays due to large fills are estimated at 3 to 6 months. Wetland Alteration Permit: It looks like we miscalculated our mitigation area. We'll need to work with Hill Engineering to finalize the mitigation areas. Recommendations: Engineer p. I believe the sanitary and water hookup charges due at plat have been mixed up with the ones due at building permit. Due at plat should be $608 for sanity and $1,618 for water. Engineer v. In the discussion portion of the report, the deferred assessments noted are for the entire Peterson -Jacques Farm Land Co PID, these amounts due with this development should be reduced to: Bluff Creek @ $840,850, TH 101/212 @ $158,135.84, and 2005 MUSA @ $253,454.80. Environmental Resource Specialist a.- e. We are going to have to re -group and re -due the landscape plan. I see we showed some plantings in Out Lot C (the park) and it was my intent not to plant trees in the park unless we absolutely had no room with in our lots. I also see a recommendation to plant trees near the Bluff Creek pond which I would like to review before doing plantings in the park. We'll need to work through this part of the development in more detail. Everything still seems doable, we just need to clean up a number of items. Mark Sons tegard Land Development Manager Ryland Homes, Twin Cities (952) 229-6007 (952) 229-6024 fax insons ten@rviand, com Generous, Bob From: Sonstegard, Mark [msonsteg @ ryland.com] Sent: Tuesday, July 06, 2010 2:22 PM To: Generous, Bob; Fauske, Alyson Cc: Oehme, Paul; brent.hislop@SynergyLandCompany.com; Joel Cooper Subject: Pioneer Pass -Comments on Staff Report Bob, I just have a few comments on the Pioneer Pass Staff report I would like to bring to your attention: Grading and Erosion: The 2011 grading will take place early fall rather than spring, construction delays due to large fills are estimated at 3 to 6 months. Wetland Alteration Permit: It looks like we miscalculated our mitigation area. We'll need to work with Hill Engineering to finalize the mitigation areas. Recommendations: Engineer p. I believe the sanitary and water hookup charges due at plat have been mixed up with the ones due at building permit. Due at plat should be $608 for sanity and $1,618 for water. Engineer v. In the discussion portion of the report, the deferred assessments noted are for the entire Peterson -Jacques Farm Land Co PID, these amounts due with this development should be reduced to: Bluff Creek @ $840,850, TH 101/212 @ $158,135.84, and 2005 MUSA @ $253,454.80. Environmental Resource Specialist a.- e. We are going to have to re -group and re -due the landscape plan. I see we showed some plantings in Out Lot C (the park) and it was my intent not to plant trees in the park unless we absolutely had no room with in our lots. I also see a recommendation to plant trees near the Bluff Creek pond which I would like to review before doing plantings in the park. We'll need to work through this part of the development in more detail. Everything still seems doable, we just need to clean up a number of items Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities (952) 229-6007 (952) 229-6024 fax msonsteg@rNand.com Generous, Bob From: Sonstegard, Mark [msonsteg@ryland.com] Sent: Tuesday, July 06, 2010 2:22 PM To: Generous, Bob; Fauske, Alyson Cc: Oehme, Paul; brent.hislop@SynergyLandCompany.com; Joel Cooper Subject: Pioneer Pass -Comments on Staff Report Bob, I just have a few comments on the Pioneer Pass Staff report I would like to bring to your attention: Grading and Erosion: The 2011 grading will take place early fall rather than spring, construction delays due to large fills are estimated at 3 to 6 months. Wetland Alteration Permit: It looks like we miscalculated our mitigation area. We'll need to work with Hill Engineering to finalize the mitigation areas. Recommendations: Engineer p. I believe the sanitary and water hookup charges due at plat have been mixed up with the ones due at building permit. Due at plat should be $608 for sanity and $1,618 for water. Engineer v. In the discussion portion of the report, the deferred assessments noted are for the entire Peterson -Jacques Farm Land Co PID, these amounts due with this development should be reduced to: Bluff Creek @ $840,850, TH 101/212 @ $158,135.84, and 2005 MUSA @ $253,454.80. Environmental Resource Specialist a.- e. We are going to have to re -group and re -due the landscape plan. I see we showed some plantings in Out Lot C (the park) and it was my intent not to plant trees in the park unless we absolutely had no room with in our lots. I also see a recommendation to plant trees near the Bluff Creek pond which I would like to review before doing plantings in the park. We'll need to work through this part of the development in more detail. Everything still seems doable, we just need to clean up a number of items Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities (952) 229-6007 (952) 229-6024 fax msonsteq@rv/and.com 1 June 4, 2010 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Preliminary Plat Application -Fees, Application, and Plans Dear Ms. Aanenson: RYLAND HOMES° TWIN CITIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952-229-6000 Office 952-229-6024 Fax ..ryland.com Attached please find a check number 3977 in the amount of $3,010 for the following fees associated with the Pioneer Pass preliminary plat application: Conditional Use Permit Interim Use Permit Notification Signs Subdivision Variance Wetland Alteration Permit Total $ 325 sip, 42_5 NC $ 200 $2,010 $ 200 $ 275 ISM 52ccordnq CUP/VA0WAP $3,010 s\g 3,2_1.0 In addition please find the following application items for your review: • Development Review Application form • Lot Area Calculations • Storm Water Calculations • (1) 1 ix17 set of preliminary plat plans • (5) full size preliminary plat plans • (1) Electronic Copy If you have any questions with these application items or if we have incorrectly calculated them, please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Twin Cities CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLANNING DEP' SCANNED s CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/04/2010 4:15 PM Receipt No. 0129312 CLERK: katie PAYEE: THE RYLAND GROUP 7599 ANAGRAM DRIVE EDEN PRAIRIE MN 55344 Pioneer Pass - Planning Case 10-09 ------------------------------------------------------- Use & Variance 2,535.00 Sign Rent 200.00 Wetland 275.00 Total Cash Check 3977 Change 3,010.00 0.00 3,010.00 0.00 SCANNED Citf Of Chanhassen 6/4/2010 3977 Miscellaneous 03622510044.14016.11070 3.010.00 CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PtAWp}INO DEPT SCANNED Ryland Homes Preliminary plat application -Pioneer Pass 3,010.00 CITY C P O BC CHANHI 08/24) Receil CLERK PAYEE 7599 i EDEN ] Pione( Use & Total Cash Check Chang, SCANNED City Of Chanhassen Miscellaneous 35008600000.14018.17010 C;Tv oF RECENEOSSEN AUG 202010 CHANHASSEN PLAMMWG DEP7 8/17/2010 4028 250.00 Ryland Homes Final Plat Application Review Fee 250.00 June 7, 2010 City of Chanhassen 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 Re: City Fees Check Attached is a check for the following: • Charge for the Conditional Use Permit unpaid by Ryland • Recording fee for the Conditional Use Permit • Recording fee for Variance • Recording fee for Wetlands Alteration Permit Thank You Mark Sonstegard Land Development Manager Ryland Homes, Twin Cities SCANNED CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 06/08/2010 9:47 AM Receipt No. 0129610 CLERK: katie PAYEE: THE RYLAND GROUP 7599 ANAGRAM DRIVE EDEN PRAIRIE MN 55344 Pioneer Pass - Planning Case 10-09 ------------------------------------------------------- Use & Variance 100.00 Recording Fees 150.00 Total 250.00 Cash 0.00 Check 3982 250.00 Change 0.00 SCANNED City Of Chanhassen Miscellaneous 03622510044.14016.11070 6/7/2010 SCANNED •:. 250.00 Ryland Homes Preliminary plat application - Pioneer Pass 250.00 PIONEER PASS - PLANNING CASE 10-09 $425 Conditional Use Permit $0 Interim Use Permit (No charge) $275 Wetland Alteration Permit $200 Variance $2,010 Subdivision $600 plus $1,410 (94 lots x $15 per lot) $150 Recording Fee (CUP/WAPNAR) $200 Notification Sign $3,260 TOTAL $3,010 Less Check No. 3977 from The Ryland Group, Inc. $250 Less Check No. 3982 from The Ryland Group, Inc. $0 BALANCE SCANNED -y CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/29/2010 3:14 PM Receipt No. 0131891 CLERK: katie PAYEE: THE RYLAND GROUP 7599 ANAGRAM DRIVE EDEN PRAIRIE MN 55344 Planning Case #2010-09 ------------------------------------------------------- GIS List 237.00 Total Cash Check 3999 Change 237.00 0.00 237.00 0.00 SCANNED -City Of Chanhassen Miscellaneous 03622510044.14016.11070 �1e.�1i11n� Le.5(L 6/28/2010 9... 237.00 Ryland Homes Property Owners List within 500' of Pioneer Pass (79 237.00 Affidavit of Publication CITY OF CHANHASSEN CARVER &PIN COUNTIES NTiEs Southwest Newspapers NOTICE OF PUBLIC HEARING PLANNING CASE NO. 10-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning State of Minnesota) Commission will hold a public hearing )S$. on Tuesday, July 6, 2010, at 7:00 P.M. in the Council Chambers County of Carver ) in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized streets (approximately 45 acres); Conditional Use Permit agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- for development within the Bluff Creek lager and has full knowledge of the facts herein stated as follows: Overlay District with a Variance for encroachment into the Primary A These news have complied with the requirements constitutin qualification as a legal ( ) Pavers P retN g 9 Zone; an InterimUsePermittoallow newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws,as site grading prior to final plat amended. approval; and a Welland Alteration 3 Permit for the grading and filling of (B) The printed public notice that is attached to this Affidavit and identified as No. ( wetlands on property zoned Residential Low and Medium was published on the date or dates and in the newspaper stated in the attached Notice and said Density (RLM) and Agricultural Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of Estate (A2), north the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Pioneer l) at Beer Trail (1600 Pioneer Trail) at Bluff inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Creek Drive - PIONEER PASS. and publication of the Notice: Applicant: Ryland Homes. A plan showing the location of abcdefght1dimnopgrstuvwxyz the proposal is available for public review on the ssen. web site at www ci chanha n tun us/ i /,{�/_ plan/10-09 html or at City Hall dur- `�'"" """ V" BY mg regular business hours. All in- Laurie A. Hartmann terested persons are invited to at- tend this public hearing and express their opinions with respect to this proposal. Subscribed and sworn before me on Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 y>. (Published in the Chanhassen this day of 2010 VillageronThursday,June21,2030; No. 4389) N bfic JYMME J. BARK NOTARY PUBLIC - MINNESOTA My Commission Expires 01/31/2013 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter ............................................- $12.59 per column inch SCANNED City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 To: Mr. Mark Sonstegard Ryland Homes 7599 Anagram Drive Eden Prairie, MN 55344 Invoice SALESPERSON DATE TERMS KTM June 24, 2010 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 79 Property Owners List within 500' of Pioneer Pass (79 labels) $3.00 $237.00 TOTAL DUE $237.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for July 6. 2010. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #2010-09. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 06/29/2010 3:14 PM Receipt No. 0131891 CLERK: katie PAYEE: THE RYLAND GROUP 7599 ANAGRAM DRIVE EDEN PRAIRIE MN 55344 Planning Case #2010-09 ------------------------------------------------------- GIS List 237.00 Total Cash Check 3999 Change 237.00 0.00 237.00 0.00 UNNwas August 18, 2010 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Final Plat Application Dear Ms. Aanenson: RYLAND HOMES® TWIN CRIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952-229-6000 Office 952-229-6024 Fax w .ryland.com Ryland Homes is pleased to submit to the City of Chanhassen a final plat application for Pioneer Pass. This phase of the development includes forty one (41) single-family lots, the completion of a collector street from Bluff Creek Boulevard to Pioneer Trial and the creation of the 8.7 acre city park. Included with this letter please find the Final Plat Application Form, along with all of the necessary plans and items required for final plat consideration. Phase two development is scheduled to start in 2012 with the completion of the remaining fifty three (53) lots. If you have any questions with this application, please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Twin Cities CITY OF CHANHASSEN RECEIVED AUG 2 0 2010 CHANHASSEN PLAVNING DEPT SCANNED CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Planning Case No.70 10 —c -1 CITY OF CHANHASSEN RECEIVED AUG 202010 CHANHASSEN PLMNING DEPT IMF • r .•• _ •. • 6fA II • L •J• •u n< l_ n I,r •m NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' X Subdivision` — Yinaa P/d+ Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost' - $50 CUP/SPR/VAC/VAR/WAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ 2GO 010 pCl cl: � k40ZZj An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 8%" X I I" reduced copy for each plan sheet along with a digital coat/ in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED pPROJECT NAME: m, LOCATION: rA/Il t r rat i LEGAL DESCRIPTION AND PID: YGr ^1-i t Afa Porn: A r�.5-oa6� TOTALACREAGE: H11 7%� WETLANDS PRESENT:_ YES NO PRESENT ZONING: REQUESTED ZONING: PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATIC REASON FOR REQUEST: T K/1"b" '/'" l FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Signature of Fee Owner Date Date g:iplm\for \&velop t review applicatimdoc SCANNED CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION PLEASE PRINT Planning Case No.ZU 10 - O -1 CITY OF CHANHASSEN RECEIVED AUG 202010 CHANHASSEN PLANNING DEPT NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' Subdivision` - Kinal Plat' Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Additional recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost" - $50 CUP/SPR/VACNARANAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ 2SOC I' ( GL_4 140-Z'$ An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Five (5) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT N LOCATION: LEGAL DES T/Jn —n:7t� 5 - 0�6� TOTALACREAGE: AIAI Y%5 WETLANDS PRESENT: D_�: YES NO PRESENT ZONING: REQUESTED ZONING: RLM PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATIC REASON FOR REQUEST: FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Date Signature of Fee Owner Date glplaoVomstdcvelopmeot review applicatim.doc SCANNED CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION YHIN 1 Applicant Name and Address: I.C! jL_&M) 4} o.Kigt 799g A.vst&eA^ D¢.tvG E06+`,.O.PstrlAi4 Mw .S:i3H Contact: Mfg SoNs/6Gst20 Phone: % z. zza- vwr,i Fax: * s'2. z29: 6i0 Email: ±j,4,e/y��..Q ,ems Planning Case No. I U — G CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLANNING OEpT Property Owner Name and Address: P��esol✓-isiccaw:s t1K✓d Goa 41.6 J�9G(D fl1 �G G'Louy ,DewG r� ✓ u4 Mi✓.S"S347 Contact:_✓% ►wL_oP Phone:ol2.esglo,eatt Fax: Email: S..USfofs. cAr..~,ase", NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit —� Conditional Use Permit (CUP) 42�; Vacation of Right-of-Way/Easements (VAC) (Additional recording tees may apply) ii Interim Use Permit (IUP) fJG Nonconforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)" i� Subdivision' (0o0 + 011 x 15 = bW 10>c -2,016 X Variance (VAR) 2C�0 Wetland Alteration Permit (WAP) 2-775 Zoning Appeal Zoning Ordinance Amendment Notification Sign -JL;!) (City to install and remove) 15v X EscroWlol Filing Fees/Attor Cost" - $5 CU. SPR/VAC A AP etes & Bounds - $450 Minor SUB Pd3,0I0 LK#.q77 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. "Five (5) full-size folded copies of the plans must be submitted, including an 81/2" X 11" reduced copy for each plan sheet along with a digital coat/ in TIFF -Group 4 (".tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: O,O�✓A?�c1p-- A LOCATION: j4dre-elrI S 2G d-2-7 ;%mv+�./ IiP /lei✓/n.r/iY i2.c�✓GtC 7,3 ✓tG_4�r— LEGAL DESCRIPTION AND PID: 869-A AGiIifgp A-A-P P1 n 257-eZ 7 avO TOTAL ACREAGE: 410 7915� WETLANDS PRESENT: X YES NO PRESENT ZONING: i2LM REQUESTED ZONING: P-t4yt PRESENT LAND USE DESIGNATION: Sli✓[i4y- �KiyiGt, — /jS Low✓ L�Yi�e% REQUESTED LAND USE DESIGNATION: Si�!/G�-�iCN►� Lyl - �`J ��' ✓6✓/'� REASON FOR REQUEST: �u$Y�Wl.s10/✓ - ig�ri SILLq� lof5 /�E[>iCl�o,.sdy� -f�12/.vt G1sr6- Prinrir s' Srrr�lsaa�ii✓�i ✓i-arsy �it�Lit+w.ti►u, ocskrF' VIX(L I Lli✓ ✓ (¢ Gwt44aN61 k//. i V Bc.94/7A::7 d4 e iv%44WfL —VAR ,44. i .fsrlrsw 60- P-a.✓ ( MAC a+1a1,kf&40 Aj:::?TA6A- a40-re0 c:44&'t6 14 Sa-We J FOR SITE PLAN REVIEW: Include number of existing employees: and new employees: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ,,��QQ�� S re of Applicant /Date n Signature of Fee Own r Date 002n%ro \developmmt review appliwtim.dw June 4, 2010 Ms. Kate Aanenson Community Development Director City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Pioneer Pass -Preliminary Plat Application Dear Ms. Aanenson: RYLAND HOMES' TWIN CRIES DIVISION 7599 Anagram Drive Eden Prairie, MN 55344 952-229-6000 Office 952-229-6024 Fax v .ryland.com Ryland Homes is pleased to submit to the City of Chanhassen a preliminary plat application for Pioneer Pass. The proposed development includes ninety four (94) single-family lots, the completion of a collector street from Bluff Creek Boulevard to Pioneer Trial and the creation of an 8.7 acre city park. With this application, Ryland requests the approval of a conditional use permit and a subdivision to create the Pioneer Pass preliminary plat within the Bluff Creek Corridor. In addition, Ryland requests an interim use permit to begin site grading with preliminary plat approval, a wetland alteration permit and a variance to grade within the Bluff Creek Primary Zone. Ryland is anticipating developing Pioneer Pass in two phases, with phase one containing forty one (41) lots, the collector street, and rough grading of the city park. Phase two development will start in 2012 with the completion of the remaining fifty three (53) lots. For Pioneer Pass Ryland will begin home sales by offering six floor plans, ranging from 2,185 square feet to 3,346 square feet with sale prices from $368,000 to $440,000. Each home has three to four different elevations for our buyers to choose from. All homes will consist of two-story construction with a 9' foundation, 9' first floor ceilings, four bedrooms, two and one-half baths including a master garden bath, and three car garages. Other features and options depending on home style include second floor laundry, tandem 4th stall garage, main level office, and a morning room addition off the rear of the home. Ryland Homes has enjoyed working with City Staff on past projects and look forward to working with Staff again on Pioneer Pass. If you have any questions with this application, please call me at (952) 229-6007. Sincerely, Mark Sonstegard Land Development Manager Twin Cities CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN NLAWNING DEW LOT BLOCK AREA IN S.F. 1 1 18,504 2 1 13,460 3 1 12,242 4 1 11,710 5 1 13,355 6 1 16,619 7 1 20,252 8 1 18,753 9 1 12,167 10 1 11,605 11 1 11,359 12 1 11,326 13 1 11,501 14 1 13,791 15 1 16,668 16 1 1 13,728 17 1 12,517 18 1 12,976 19 1 13,297 20 1 11,739 21 1 13,702 22 1 14,285 23 1 14,901 24 1 1 15,523 25 1 11,799 26 1 12,497 27 1 15,288 28 1 12,173 29 1 10,310 30 1 9,972 31 1 9,972 32 1 10,081 33 1 10,439 34 1 10,628 35 1 1 13,141 PIONEER PASS Lot Areas Calculations LOT BLOCK AREA IN S.F. 1 2 13,449 2 2 11,018 3 2 10,613 4 2 10,485 5 2 17,135 6 2 10,773 7 1 2 10,178 8 2 10,225 9 2 10,946 10 2 11,714 11 2 17,483 12 2 13,391 13 2 18,974 14 2 19,240 15 1 2 11,493 16 2 9,912 17 2 9,426 18 2 9,275 19 2 13,223 20 2 13,516 21 2 10,059 22 2 10,524 23 2 10,109 24 2 13,665 25 2 20,740 26 2 14,232 27 2 13,167 28 2 9,854 29 2 10,749 30 2 10,626 31 1 2 9,906 32 2 10,414 33 2 13,404 34 2 15,152 35 2 10,988 36 2 9,968 37 2 10,009 38 2 10,339 39 1 2 9,645 40 2 9,144 41 1 2 9,681 42 1 2 13,036 BLOCK AREA IN S.F. 1 3 12,965 2 3 9,727 3 3 9,802 PLOT 4 3 9,470 5 3 9,324 6 3 10,080 7 3 10,797 8 3 11,687 9 3 15,730 10 3 17,959 11 3 9,825 12 3 9,360 13 3 9,360 14 3 10,243 15 3 10,072 16 3 9,318 17 3 12,144 CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLARINING CEP' LOT BLOCK AREA IN S.F. 1 1 18,504 2 1 13,460 3 1 12,242 4 1 11,710 5 1 13,355 6 1 16,619 7 1 20,252 8 1 18,753 9 1 12,167 10 1 11,605 11 1 11,359 12 1 11,326 13 1 11,501 14 1 13,791 15 1 16,668 16 1 13,728 17 1 12,517 18 1 12,976 19 1 13,297 20 1 1 11,739 21 1 1 13,702 22 1 14,285 23 1 14,901 24 1 15,523 25 1 11,799 26 1 12,497 27 1 15,288 28 1 12,173 29 1 10,310 30 1 9,972 31 1 9,972 32 10,081 33 1 10,439 34 1 10,628 35 1 13,141 PIONEER PASS Lot Areas Calculations LOT BLOCK AREA IN S.F. 1 2 13,449 2 2 11,018 3 2 10,613 4 2 10,485 5 2 17,135 6 2 10,773 7 1 2 1 10,178 8 2 10,225 9 2 10,946 10 2 11,714 11 2 17,483 12 2 13,391 13 2 18,974 14 2 19,240 15 2 11,493 16 2 9,912 17 2 9,426 18 2 9,275 19 2 13,223 20 2 13,516 21 2 10,059 22 2 10,524 23 2 10,109 24 2 13,665 25 2 1 20,740 26 2 14,232 27 2 13,167 28 2 9,854 29 2 10,749 30 2 10,626 31 2 9,906 32 2 10,414 33 2 13,404 34 2 15,152 35 2 10,988 36 2 9,968 37 2 10,009 38 2 10,339 39 2 9,645 40 1 2 9.144 41 2 9,681 42 2 13,036 LOT BLOCK AREA IN S.F. 1 3 12,965 2 3 9,727 3 3 9,802 4 3 9,470 5 3 9,324 6 3 10,080 7 3 10,797 8 3 11,687 9 3 15,730 10 3 17,959 11 3 9,825 12 3 9,360 13 3 9,360 14 3 10,243 15 1 3 10,072 16 1 3 9,318 17 1 3 12,144 CITY OF CHANHASSEf' RECEIVED JUN 0 4 2010 CHANHASSEN PLMMNG DEP- SCANNED MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: August 30, 2010 SUBJ: Pioneer Pass developement Planning Case: 10-09 Street names have been proposed and accepted, other conditions are on -going and will continue to apply. Building Inspections Division has no objection to final plat approval. GAPLAN\2010 Planning Cases\I0-09 Pioneer Pa \buildingoflicialcommetnsldoc C y »ev-�Insl mi ffn+-aMza) aow S,�[OH aMO rim sw m east OHtl'LlH z �cr-s .w mmm rciuzfrw'�ma 1� G E saoA3nars / sa�mr0 / sa3xrmd II ' \ � mvid 3woud )m DUI II!H 'a sawep EEI ssva Haaxoidp p 8 I t 2 l 1� ' I ' t s g -c 00t � y / q 1� gg m qs�� m F dy fl' Q If o ® + O * O C) i > cLJ N N GA 0 fs Q xx ~ Q e1 cv A�a � jjp3yJ iinlg o 0 0 ¢� g o 0 m m w OF of m m ` ryry �i CITY OF CIIANHASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952,227.1100 Fax: 952.227.1110 Building Inspections Phone, 952.227,1180 Fax:952.227.1190 Engineering Phone: 952,227.1160 Fax: 952.227,1170 Rnance Phone: 952,227.1140 Fax: 952.227.1110 Park & Recreatbn Phone: 952.227.1120 Fax: 952.227.1110 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Ptane: 952.227.1130 Fax: 952.227.1110 Prltie Works 1591 Park Road Phone: 952,227.1300 Fax:952.227.1310 Senior Carder Phone:952.227.1125 Fax:952.227.1110 Web site www.ci.chanlnassen.mn.us MEMORANDUM TO: Alyson Fauske, Assistant City Engineer Terry Jeffery, Water Resources Coordinator Todd Hoffman, Park & Recreation Director Jill Sinclair, Environmental Resources Coordinator Jerry Mohn, Building Official Mark Littfin, Fire Marshal FROM: Bob Generous, Senior Planner DATE: August 23, 2010 SUBJ: Pioneer Pass Final Plat Review The final plat for Pioneer Pass was submitted on Friday, August 20, 2010 and is scheduled for City Council review and approval on September 13, 2010. Please review the conditions in the preliminary plat letter of approval against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Please respond to me no later than Wednesday, September 1, 2010. The electronic version of the attached preliminary plat approval letter can be found at g:\plan\2010 planning cases\10-09 pioneer pass\approval letter prelim plat cup van iup wap.doc. g:\plan\2010 pLmning cases\10-09 pioneer pass\fioal plat review distribution =e .doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 G�anhasscn, MN 55317 AilrrrarstraGan Phone:952.227.1100 Fax: 952.227.1110 Bull Inspections Phone: 952.227.11 BO Fax:952.227.1190 Engineering Phone: 952,227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Cerro 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227,1130 Fax: 952.227,1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone:952.227.1125 Fax: 952.227.1110 Web Site wwwAchanhassen.mn.us MEMORANDUM TO: Alyson Fauske, Assistant City Engineer Terry Jeffery, Water Resources Coordinator Todd Hoffman, Park & Recreation Director Jill Sinclair, Environmental Resources Coordinator Jerry Mohn, Building Official Mark Littfin, Fire Marshal FROM: Bob Generous, Senior Planner DATE: August 23, 2010 SUBJ: Pioneer Pass Final Plat Review The final plat for Pioneer Pass was submitted on Friday, August 20, 2010 and is scheduled for City Council review and approval on September 13, 2010. Please review the conditions in the preliminary plat letter of approval against the attached plans and confirm one of the following for each: • Condition has been met • Condition has been modified • Condition still applies • Addition of new conditions based on review of final plat documents Please respond to me no later than Wednesday, September 1, 2010. The electronic version of the attached preliminary plat approval letter can be found at Q:\plan\2010 planning cases\10-09 pioneer pass\approval letter prelim plat cup van iup wap.doc. g:\plan\2010 planning cases\I0-09 pioneer passVinal plat review distributim memo.doc Chanhassen is a Community for file - Providing for Today and Planning for Tomorrow City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: June 7, 2010 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: June 25, 2010 By: Robert Generous, Senior Planner Subject: Request for Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 45 acres); Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on property zoned Residential Low and Medium Density (RLM) and Agricultural Estate (A2), located north of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive. Applicant: Ryland Homes. Planning Case: 10-09 PID: 25-0262000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on June 4, 2010. The 60-day review period ends August 3, 2010. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on July 6, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 25, 2010. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official E Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. Carver County a. Engineer b. Environmental Services 5. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 6. Telephone Company (Qwest) 7. Electric Company (MN Valley) 8. Mediacom 9. CenterPoint Energy Minnegasco Location Map (Subject Property Highlighted inYellow) Pioneer Pass 1600 Pioneer Trail Planning Case 2010-09 MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: June 8, 2010 SUBJ: Pioneer Pass developement Planning Case: 10-09 I have reviewed the plans for above project and offer the following comments, which should be included in the conditions of approval: 1. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 2. Developer to provide 1:200 scale plat drawing (with lot numbers, block numbers and street names only) for addressing purposes. 3. Demolition permits must be obtained before demolishing any existing structures. 4. A final grading plan and soils investigation/correction report must be submitted to the Building Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a building permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. GAPLAM2010 Planning Ca UO-09 Pioneer Pass:buildingofficialcommetns.doc OffOF Date: June 7, 2010 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: June 25, 2010 By: Robert Generous, Senior Planner Subject: Request for Preliminary Plat creating 94 lots, 4 outlots and right-of-way for public streets (approximately 45 acres); Conditional Use Permit for development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone; an Interim Use Permit to allow site grading prior to final plat approval; and a Wetland Alteration Permit for the grading and filling of wetlands on property zoned Residential Low and Medium Density (RLM) and Agricultural Estate (A2), located north of Pioneer Trail (1600 Pioneer Trail) at Bluff Creek Drive. Applicant: Ryland Homes. Planning Case: 10-09 PID: 25-0262000 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on June 4, 2010. The 60day review period ends August 3, 2010. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on July 6, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than June 25, 2010. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. Carver County a. Engineer b. Environmental Services 5. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 6. Telephone Company (Qwest) 7. Electric Company (MN Valley) S. Mediacom 9. CenterPoint Energy Minnegasco SCANNED Location Map (Subject Property Highlighted inYellow) Pioneer Pass 1600 Pioneer Trail Planning Case 2010-09 � y F j A.T♦ } t 4 ,t r "R 'goo S r .� fiy4 J . f— hom %I r' _t e 4# � R Generous, Bob From: Littfin, Mark Sent: Friday, September 03, 2010 12:10 PM To: Generous, Bob Subject: Ryland Homes final plat application Bob I have reviewed the final plat and the changes meet the Fire Dept. requirements. Good to go from me. Mark Littfin Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1951 e-mail mlittfin@ci.chanhassen.mn.us Carver County, MN Property Information Parcel ID: 250262000 AS400 Acres: 72.62 Taxpayer Name: PETERSON-JACQUES FARM LAND CO Homestead: Y Taxpayer Address: 15900 FLYING CLOUD DR School District SD 011 Taxpayer City St. Zip: EDEN PRAIRIE, MN 55347-4047 Watershed District: WS 064 RILEY PURG BLUFF CREEK Property Address: 1600 PIONEER TRL Tax Exempt N Property City. CHANHASSEN Piatname: GIS Acres: 73.36 - TrumaD.avecY.E,dVC�verCwN��^R+W� Map Scale N tionNtm Sy.Ynas IGrs1 � s a mrplYm of �ih,rMton YA MY tom 1 inch = 2170 feet worn Cty.farq, SYM aie Fe0enlaO«x T,o mtp it no,• ...e«�gaamwane.wr.,maee.urea.., W E oroet t ea...a c«.nrsm,r .w n.ocuaum Map Date 5/4/2010 S Location Map (Subject Property Highlighted inYellow) Pioneer Pass 1600 Pioneer Trail Planning Case 2010-09 r .�-f 11F ...r��r• - .rr r _ r Generous, Bob From: Steve H [sheimyl971 @yahoo.com] Sent: Sunday, June 20, 2010 5:28 PM To: Generous, Bob Subject: Comment on Ryland Home Building Project I just wanted to drop a quick note that as a Ryland homeowner who lives off of Bluff Creek, I hope that one of the roads is blown through to either Pioneer or to Lyman PRIOR to the beginning of the new Ryland project. There is an abundance of traffic all using the Bluff Creek / Audobon intersection to access the entire area. It would be helpful both for the Ryland proposed development and the other development off of Lyman to have additional access points. I think that should be a requirement before this project is begun. Thanks. Steve Heimermann 1501 Pembroke Pass Generous, Bob From: Littfin, Mark Sent: Tuesday, June 29, 2010 1:43 PM To: Generous, Bob Subject: Planning case 10-09 PID 25-0262000 Bob, Comments regarding the above project 1. Submit street names to Fire Marshal and Building Official for review and approval. 2. Additional fire hydrants will be required, some will need to be relocated. Contact Fire Marshal for which hydrants are in question. 3. Water mains, fire hydrants shall be installed and made serviceable prior to combustible construction. 2007 MSFC Sec. 503.1.1. 4. A 3 foot clear space shall be maintained around fire hydrants. 2007 MSFC Sec. 508.5.4. 5. Temporary street signs shall be installed as soon as construction begins. Signs shall be of an approved size, weather resistant, and maintained until replaced by permanent signs. 2007 MSFC Sec. 505.2. 6. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during time of construction except when approved alternate methods of protection are provided. 2007 MSFC Sec. 501.4. 7. No burning permits will be issued. Trees, shrubs must be removed from site or chipped. Mark Littfin Chanhassen Fire Marshal 7700 Market Blvd. PO box 147 Chanhassen MN. 55317 Direct 952.227.1151 Fax 952.227.1951 e-mail mlittfin@ci.chanhassen.mn.us PIONEER PASS 1ST ADDITION CHANHASSEN, MINNESOTA FINAL GRADING, DRAINAGE & EROSION INDEX CONTROL PLAN S°re iwokIW " M.nw FOR MWs k =1MW c MM XTAns 11 RYLAND HOMES RN�mos (AIDING DkPN k a1—a3 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 smEe*Mn s Al-4.2 PHONE: (952) 229-6000 FAX: (952) 229-6024 m+Il urDSD .uk 3.1 DVMu 6.1 z� 1 SITE MAP — •e ru --... --- _ i Lr e� . 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PRK f ayw i m neo. �oK w.w 1 I, L exoe � LCLc.r �d8 1 8s,' 1 . , rrl �g5 I SV WAK K w Y[�Iw e r Mg-e \ rl 8 e nm a.. • ua.s su«, a LmK E° O N O N O YI O N O 10 P N P N W Y P ♦ W ✓l W YI W N W N P Hii ail .. JF4 i 1md- N. DEVELOPMENT WIDE LANDSCAPE PLAN CON �� ...�. �..�.� . ..�..�..�...�._..���...�...�... PLANTING PALETTE: • V ©0�^,�-,r-,ter-� --••-•s---•��^>• r•�-� o�:a�r"a�0o SCANNED I ~� S• CONMETE SIOEWuK MCMM fuMc SMEETS c o. ! E1 I I OT MFNCHINC OETPII RECOMMENDED HOUSE TYPES E' 'A R i.:Rt.ftr '�ua ° rr II T�sM Z 144w=A l / mw rr rr RWJ ,es,n oennrwva 'ii'� we�am i�nE srx n2rAL_= PR9hau4..a � 1LUPlf Yuh, R[ t�RKR YLOL➢ � ,tMX PAYXL, PI. R RWNMQ l�rt Sw SxYu Y 11Ym I.ro) —NNSHED G ww µFN('HY1RK 1�. x_ R [wMW . s O5, V�0"LX 4YM1M r n. m,wryK Yin a"`°rrR"�aRrcmw'i: �r� SCANNED yiw�u�i vR,n uf<Y[Yrs 4 J • 18' ' _ . _Y _ e J �1 1 T bIu, umaaAw o aMOEn w +o+� 'K ATED IN TWiI I mE z PIONEER PASS 1ST ADDITION CHANHASSEN. MINNESOTA FINAL SANITARY SEWER, WATERMAIN, STORM SEWER, STREET CONSTRUCTION & EROSION & SEDIMENT CONTROL PLAN FOR RYLAND HOMES 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 PHONE: (952) 229-6000 FAX: (952) 229-6024 1 MINIMUM CITY c AMS WNCKM N Pw, m Fee eu P. Ax [ spurn FACE w III Fpa[e anE (xMiv:l s . S RS w wMw' . �[ w soC (cAPAu) a FNI n[xu m.L - 1.1. w wee w.. WA", m Fm p R 1p uw eM xo,uuw, • taM PEM m FL[T FPMR,r Ew[ w NaPPM 1Wc [IEV,. pt1E, A. ®. Nu Y A., WNiw —A 91p,wPN I..'A�p1 .r PwxayzY NNI)T-xN {OI jMp K R I% 4u)-rn..nn nn $MEET 1.1 SM INFCRMAnp 1.2-LJ 009011 t 4DIWNT Cdl M DUNL zl RNN. EW0 At 5 MEMT Cp111[0. PUN z2 SMITMY SEWER AtWATERMNN CCNSTRMCnM t ff mm BLW 5.1 E FT CREf% KIM 12 HEMLOCK WAY 0.J HEW= WAY 3.4 YAYAPP[E PASS 3.5 STgIM EEWER CIXISTROC m 4.1-4.4 STREET CONS CVM SWPT CREEK RLND a1 SW CREEK MNm a2 HEMLOCK WAY a5 MAYAPPLE PA55 a4 OETNLS Q 5.1-5.2 o1FC w f osnYc mp cuw[n `AAA*" FFF------ mama wKI vANA¢ (usmlc m EAYPnPn mum L.4,uN'1 Ct E nlta N[Ea i.m "Y m W.m M s.Y�rAP. u+i­oYiPw:lio ,roe. msmm YEu mmr rzEEwwE NOEa.,t mmxp x, rzxa .ww ur rEYR --�-- - --- aA, W',u"«R WNEIEx,Anw cpYsmucnw EPmu,c[ __J manYp Im.wN,. :NYm,A,N„ eAeN ttucnx (Ioi AxpµuAawry IM;iW� omxwax,P% m.wp w.pp • ,M ES . VIA—,I9 A Av AM, w Rp 'MPNM[ ® w(Y+pyp PNPN • mWCafn APlAII.AVN _1B[WR mcay[o ARv eOMC[ P OK soP ie - W6U54'U WARP ufxR-� CW[x rml'. wwpW.p cwuER swrux TOOY4 ASWA1. —AM PRao�cure - rmNww coAx [,np(aixpxirt�o ee`�+si.uen AFrzP rnnenw a nnum msNucnwl ® pppgy p(M vAPp m NIOIEC,MN(.0 Y�aN9�xAY[p IITR IXNKE,Iw R Yliiry v S N: NCIXXKKMMpE M2 o ee wiiAsuo Ar,u ewlenw rous,INe,mxl 1 �suwEe � YNLn'Ip K :MTMI,m Af2P i Enw w aAQi UMS11NCnw) R, rwS,o aN.0'AL Sp AITYAC 9 wCw0.[nw wnY 1 `(A Anm�Ew,� n[nw urn4,rer C(AtS DW `YtuYC INRAMAn' 'urvPi..ITAP. s[ne ..-... m N ssn rn. SCANNED i�. t 9 ` 1.� mn<iwx �vvD `�•�15� �1 USGS MAP 1 Ilo . Iwo Net _ m x n - GEv. Y� • p•N4 e4 �'.� u.nowp4:"asEo nwEne SOIL GROUP MAP H, u mwo 141.L.,— • s.4a... yr . A ., ..1ay ism I— u aiei�m W nay m.m. —0 n.y..., n.y. > a.y SCANNED f'4 IL-YB812 VN 1'JX0Nd 311161E-0 .1f OY'J fm Win ¢6oe]elwnxMxtwrntl�ni 211f gvae sslnrn�w is —IJ� P4 lbL •vault 30VNI` NG 43SOd0Nd 39VNI`d 10 ONUSIX3 SMISN3tl `� ' ✓ w w 31Y0 LLLJJJ AB WAYtlO _ �> ° - - o Jim IN of �� VO O i { Car i' fD i A csssss n =-U. Tve! W u VIM lK 111�® 0 SCANNED NOWS - a as A — �; � E e n fill, 10 IN zo 4 �� 1 13 �yC 15(`��,.\ C' gExg Y4 M ounor e ; "' ,\ a ai r ', 2 '� �� 18 , r 1!5 '✓ `i 17 DRAIN ev DAM / cx e/aa/+o ffma 1 � � ounor c n� \ t 'ti G?2 � na ' 1 \[ PROJECT M0. SCANNED - C� 1 3 — n 16 '2 2 15 ; ca �yy r.r,. OU{LOt C�, T.. - .... .........___..._...ems � -- OUTLOT C o $ a g{ BLUFF CREEK BLVD arse y�$ a one" By LM m a/]o/la sa s c.o me ]19U-Ilse nn�ar no. 99E-II ♦ i # +{+i ! +m a R 966 966 960 - °w°a.m mnman 950 946 946 940 930 "T `k wla 930 9 e. 926 926 F _______ 920 qa q 1 2,Vwl� $ 920 916 64 ( � "ter-•' � 916 SCANNED 13 Z OUTLOT D \�\�� N 8 •J gx' r d 15 r-u�r J � �' �� oufLot c, i �Ncedees n u:snu igE1i�j1) lsr��� ieu:o wuo.w i BLUFF CREEK BLVD MEI-° 57NAY)MD- x� 940 940 pp p 68� y; C 1 935 rRowm oB,mwa 935 o€ xg 6 930 930 m U 4 m S 925 ;` reamo urnwu 925 x m9 �7 3 DR BY uv 915 ». W'.DRAMDRAM 915 BDA0 o PEvvoRs 910 910 905 905 900 900 995 895 9en� z,ss h .__. PROJEci Ro. 31996-]1 11+00 tP+ + 14+00 1 18+ 1 + SCANNED • - •\' ------ 5 5 �._1\11 TR�`'� r••:. • �; 213 17 a' 7 J� �P.. �.....� ' � i.� .�t'�. _ �,�� .:C,!+.. •� • `CCU v� S�•d '1'M�'��' 8 OUTLOT C yy,�,eyy„e Vee p 12, 14 b W _ :. fp.z omK11 i4 ..p u ezu rm ------ .., HEMLOCK WAY e R A, R = is e�R0.-1'diil 945A q �gy ,39 nwe. 5 940 — _ M..SC6'..... - - .e - � br "v •. `lr t -- - 940 935 935 930 c•sz.w mmn.. .m _ T T 9S0 925 T T ' 7 �u B� 0';� �7+ 925 i 920 Ii I.c'mi z - ze • e.o. � � i a^�.. mi ze i n«a 920 rK ze •.w 915 - Z.e � 9 • .z.. _ w mx • e - 6 91 5 905 SCANNED 2 3 4 /,OUTLOT E _ A— — 5 I L e ca� 8h 2', 6 a P >IF. i1 OUTLOT E ., , HEMLOCK WAY � 8 9' •a CA ► 945 'k a . ; 2.smG cvmmrc 945" ^� $- ---------- 940 940 935 x[[[sss�7771 935 y"� - h�. O 930 a 930 W d d G Be, w. e'r 925 'w',en" iBc �``F° 925 DAM e/2.ho GeNmaHs >ao-r .a m.a.owG e•rw mnx.am 920 915 "dy db b 915 910 910 m2�oei,a 905 amen.:w. q 9 ; 905 e S 6 � �' PIIQICCT H0. 2ieoe-ai 900 g gg 55 g p 900 SCANNED 8 g OUTLOT E -6 ac 4 ------------ a, �I� ,1111 3 13 14 5 16 AAAYAPPI P PACQ� I Ci 5g A II C A i J M\✓♦ � 3 , 1 s BEtlf1WlBK Hasa ?� 955 a9 - - - - a9 .�,.� �,d..� a9 . �9 9 55 950 - - -- 950 945 945 r 940 +r ro 940 935 __ "lea • y 935 ePk' �Y• s" S'xP 930 pmti�� �.�• � 1 930 925 e,. roi 925 920 a yb a - a xRg @ 920 915 g4 £ g4 6 g�g.. i gg S G pgp F 915 I MEIS1.N a OUTLOT C I 1 I 11 \\ 1 , Mn.MM n ,x nAa a ,A, � p. ,uv.. uux e�x wP°ee wrvu � 4Vi°' 95 8Y if ia� iai �i ai Hai is �� iai _.1 ea; iai �g � Hai ae �R�9 `�� t ea7 iai 3�dg aa3 955 950 950 nMoan rnaMm M.tt ovtt 945 wm c 945 I"'�'i` 1770 11 940 9405 erx-em.M. nEAM MADE 935 __nf�,a- -rt m�,w"i -- 935 :r° v"� 925 925 920"Rg A: 8 ?`� a^� x 920 'pp• 0 36 pi i;i ¢ 915 915 i i5 £1 S SCANNED 13 x AT-m:m 1 aN,N.m.--..—A. _ __ � ■ : SE SMEEt A. ' oo ° r(�ixi 4\ \ \ sv"w°m�.'ka`N. T, it : xN,Ym �::m..'ws. ad 8 Y OUTLOT D mlw 19 F\ ,A q 15 Rs 9w�—»m `..... S\ \wrm: m aLwo-imITr Tro a d CO + a(j w w:w IT' .o "A - MO E I 1 OUII'LOt E \`� !� 1li1 I ` YLO r, rf i �4 I YOIAid.�l 1 11 Me v ZO N r,a N res'. 11 wi[n iuu. a'eTis�v-' a�n>.�w m °,rvx � A U w lnm Al. .,'A acv. En.v x.ve ee onuu qFy .�xA E-AIZ a EE rnUSxe afig F O q w DRAM HT CM DAM s/N/'o II8N910118 3 i CAD L 3198E-3nT GROJELT NO. nave-n ..9 8 a � 930 930 ntl1W4D MANS) ! 6rNL ].' Rs 925 Mxn wv_anm nioi sw.¢r .i rzi �n .°�� • ,xTo.�.c.�a 925 [r .wr..� 920 ea a� 920 915 ab[ 915 910 910 905 MrELL 18 ./ �� '�91On i'w'.{i i rua 10'+[9`N.'sw°[n � 900 m 895 Ir a! ]ago 890 B85B80 SCAruJiO ,', �-'� `, ,• 7 y •. •. .__-'' Mir 10 2 11 rt aa,a 14 1517 18 r 12 8 9 A �R ys 955 ---- -- — �..-_ _- • sso 4 7 945 =0 9`9 945 940 J ----------- • m, 935 935 930 �r .a 930 925 925 220 920 915 915 905 SC 4 905 ■ r Wws a n r i--------------------- -------___ it 2 OSITLOT E E! A i o�w 0 9 e-2rPUIlY 10 S` tl ,Ltl .i 8 1J OUTLOT E ' , I 3 4 -NOM u� w� ' �rr �y� . W.,..x.���•... M,.wn�„K ` .SOM9, V v SUTwi,uM a u tl...x. T1. atl[ Kim U' Wi'2 xn� - . ' wax - cuv. e, a..nw en o.*uu sa�mr,e"w""'ars�.inw.mc+"`•rx�" • a n.sn...n, ew. rur_.1,., .:w e...,x. --- OUTLOT E r 11 z 950 L4 L� YY L9g L�np S s 9 950 945 15 my . - .oe ____-__ 940 940 935 m.oe 935 930 ,mvn onu�e � _ •:.' 930 r`s, S n�"s°w. ois. M°'naao / .. ,p 1 n s • a..sz x'-iim"�i '°'-,s 925 ....L r 6 m � d • � r ux1 n°e i°L"e.i le .c wr L x•>r `, 825 920 w 11 tly + y • _ 920 915 -m no 915 910 m....o. c R B x R. c _. 910 905 905 900 i i 5 i 900 SCANNED OUTLOT D / C r-rt 17 EK BLv�-+2 1 1 OC 6 y OUTLOT E"_. i —"" �r��� �'- �� OUTLOT C g ow wa " waa x�wo°u�v.Rr LO I \\ M TnJ[ ::' e•yttb YnrYl[[r�w I ' \♦ r •aTw• /� rasAun er I _ Lwarcrt � I cvw " aTrtx tmf. "r]K � ��. Kbr .r .a a wu r rax e' I e•ma ]r .i..ii:a,m w nmanw e.n l ar „y�"� �i l °Lq .r^•i n � +"e {� i4Me11 [. \l.i rn rP6 A C 1P JJ JJ ® 1 r OUTLOT C ..w, ,., A M e.a C�� �"5�'• �.0 �I r0[I mn. 1 _ n a R[r Um P]FF W[wilcx n[r.xl 1 E YIX L LI �� 6 V tlT YC.d °'v [� IIt yq a.rurwa Mx w.'.arz� e • S CON H SID W L K LOOATON 10' BI INO a IRA OCA,TON ° E "eiya r ne> w r F(Jlzt_-T10�"e`T0ME/�n]�FEr=. RI UFF CRFFK RLVD °"' "'°r NK E- T,9 R K B 8 E� 9 2 R�. 7 R A6 R B R F i $ $ # $ ? S $ $ $S $ $ x ; rtg a 12 8 955 19 955 ,�rtEw. s € 950 � 8tl ,wo maAv, nu.uem ramEx[ S R !1 , 950 _ 945 •; .ip� 945 -Lome935 940 940 -____ 935 930 a, 9J0 i 3• 925 I 4 ( 925 920 8 Y 8R o 9 R d:i 915 915 ■ REN40N9 ■ SCAN❑FD 13 14 " - "- OUTLOT D b 15 .... � y �Y� pMb Ob �ttM� �ff1 y' m.oabw m[Wss.IM RI I IFF r.pppk, RI vn B97E5 e oM • xom � •'°0 10 1 B ss .J{�r•�-� �— , x.—I Uxr[ rKNwY rgn��a ixmvcv:nM 'On�0�M1 <.Y� w [ un�ss onvr�x � rxenw�rolrOwl r0 nr nwro __ !: --� \ tr` z,r..rmr•rt„�wS"w"J;�:r:°`.w.'mu�,°..`..,. ,�.,u E11 1.O,ra.,��"er„<w.M„n,io< s• r„� a � o wAl e � anoN BLUR cRI-Ix BLw N erc ]] « �i. C �N ^i[ 90LM, il) W M 10' BITUNINOU9 TRAIL LOCATION MUFF CRL BLw 940 940 935 "^av 935 930 930 925 i ,9 _ 8 y.® lcnzmw Mx,n s .. 1r 925 915 915 910 r`, dq. 910 905 A. 905 900 ne meoa r.a:ze 900 B95 $d $� § 8 ^2 9 895 890 890 L Wws SCANNED 5.$ , 8 9 3 7 10 —'___ 3 \a\ �!-� 1 ��� 6 i• U Bzw'om"'10e wrnmr Nwn'v 1� �j Kwmxos2 ��N0- I�i ,11j1'.,—",' - ,(� "�11•\` 13 72 v/ `/ `8` 'I r.�! N WA4„_�o8 i�8 io ? _ ____ r 15 < mw.rt•u •N .. \,116 1 9 "^ $- �`` , -w = 3-- ='` 1 �!/..:'`� "'` 11 y'"�- OUTLOT E I 8 i \ wXOiwrR 14 \ n, w w a. e� 12 n.., ,a ..a yHh ex u HMMK 1 �' . zm w +xx ..xw K, coxoua �xx x fin, c swm r.a ar �n roan .0 Y r�/.�1 KrYOim" o wo°w uzpwu a +w..a� �xo- :alma. °mw"'z. x .oe o F OUTLOT C �\ - _`..',:n xm.. ,x r ,ws wcm�. Fl— _ �" , . xnw w onw .fir R `d. ,U LOT D z. xn xauw,•mu,x WAY �/ Pufw. AU °$i a. orr.0 r rx n,ra w Praro¢° xrw w. U� HFMI nCK YVA 1 ON R .ID WRIK A ON mx.w eww N�Qq �� yy R P 945 n: w, 8 zNawso mim,.a 945 aML PN V. RS .9nx ---------- Yam_- i1.01 PN-` x � ""� 940 935 :eaw Pw ; ' _ 935 930 �F p �� a 9 930 sge i'RJ a.iawx�m... 925 Ap A£ S= q's 925 920 020 8 915 tl 3 91S .__ 910 'S1S 910 1 S Mms 11 SCANNED m lY 2 3 ee� • lauem l ` X r 10 4 .#w 1 12 4 - - — MAYAPPLE PASS 960 n..o r euv. 960 tc_lmm' yy955 955 l 945 940 l.m.m rN eue. rt�uN. --' � R „ 940 935 -------- --- a 8 --__ 935 tfi, W.m 930 4 Y n.e 930 925 p4_. 88 08 925 ! 920 S 920 8 mmmB ■ 1 ._..._.—. : - IMS;; :is::,s�ix ii I -='�,? _0 W. i rmm L �JL SCANNED �JL SCANNED SCANNED _ X-T P- A PIONEER PASS 1ST ADDITION CHANHASSEN, MINNESOTA FINAL GRADING, DRAINAGE & EROSION INDEX a Lv IDS CONTROL PLAN FOR RYLAND HOMES 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 PHONE: (952) 229-6000 FAX: (952) 229-6024 9TE IN"MATIQV MM0 k e NMT D TRM DETAILS RN& MR IND, DMNAC- k MOSONC TRMP4 MEET PRU5 nM UNDWMEPwJ DETAILS 21 3.1-3.3 4.1-4.E s.t e.t y y Y Ep y { ass y STE d lam� , v1RKt irv/r„ 1A¢ tt ,fry ql to It. rd wn ux[ w `wo=auo M uxc �I Z WNIUUM CT SFMACKe ,auxt, [xar,.,n AEtOV@, n1-+w,o•,u. me pN)-M},a,. (al l 1 ,w (p so, fsrEEr yRi ex. Aax ~Pe l.¢I • 'J f tt[. rvµl+,ax,EE d MW I crsun >n ' [cn awX tntn _ sVsn D Dd ,[D xF„xG .. MfR/ND Df GMW � 0 WinK 111R UX[/A¢9 - I V - tntnxG CdIUM W m tXln¶xa ITAI Ibfnq i1Plx ¢MI1RX `µsnHG DWx(y 1pKR (p0¢t Taus • [nsnNG Mla. rosnxc nuDXo-rc om[s+a ............................. nsnxc Wan ul b io>sin aw Xc • Nr OR^ Du9M1•+ psnnt+ Sid 0 I.IYHNG'1AIL �1000�r Dn sn CdrWt .•dossD d•wne .Nddm n,.... .xdo¢D GddnE UUUA. xwo%D •sA,AI, 1 rAa aadd�ro-.EX,d•rzD --- Wwusrn ¢r rEx¢ wJ ,.,,WW.WW,+W..n '(.r1OGn.Da,cJ D rz�oHru ,+E Wii.EdilD :'rzD cr`"�wunw d d•�°vm T¢ sw0r[C„OX rcd�D -- - -+- RXMMur 9[DIusN,ATd Msw WltEl wnl � � u¢HnnuwwxHr¢ax J And AVAUN EU W A°'slna. ,c+r bM[E M[A �'.�IYy��i aAl[GLP, )slN09dxIXN,xar w[ nd.E Drcx ¢auixUH.oer > q % xsr,y[t0 YRM C d auAWxpJ 1 Md0¢D .EED MHGO I, I 1111M[CDXCRfR. SIWA¢ a. . it * a w USGS MAP s n w Mann "u, Fff�:i: .rya. - . syl.W_ Mena.. n . +. a.. dd' vnmPer u [ ox narooud na �.a SOIL GROUP MAP 1 Ina . 200 Wt _ n A Sme. lad �y .one. v Mandy loom a sn iw man c saner nay loon o Mar doom. Nb nay learn. Mandy n Yy .oly Mar. a. day sw,m3v rv•i oox = m�� i 30VNIVHO 03SOdObd f i �z way r 30`dNIV8(l 0NUSIX3 l YD O i 11 ;r91 Raa sv... raem.00nm .:-Rarer:..:.-arr.....,..... CROSS SEVON Pear¢ ntw niip wrn _ wnm rvPP ] �[�-3��:C_�^:GCS:— "�^l��•i��t.: ':.1r�C �. '�.� "'._. ...— . SSA �� _�._�_��5�_• p�M a eumww msu } —tom' IJ Rrmra:mvs.r+�-- PROSp! W R .uYR_ . P/xY ] XOR IfNiY [ JPP fR]nlxE 1A S Mi416.P YMPICIMRI Rf014npf1 a �m r Yi'.[swu+m G A`P aY_.• z.. ..C. cum.nw wrcnxrtwol+ me uaom.'w . y�.f �fPryrrµ xoxfw � av m O • Pry •O • • • • • • 0 OC '� �E�� 9 SOY • O 4,. • o`@: • ... e ^� •'••1 ll i ���II� �II� ea p { T Y'�u ` � �P��■ �'„1++mTNwdL Im1 NE OUTLOT E 0 A w ry RR ..1 ,ou+n ruk a ur roKk � ru Kkr P z �w+_ nu".r�w m o.rv. kJl[P LL - _ •{ Q on.- nx w m wIw i 1i 11 NnTFe• 1. CONTRACTOR SHALL PROVIDE EROSION CONTROL PROTECTION FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE. o ' 2. BLUFF CREEK IS AN IMPAIRED \, ,1 WATER FOR TURBIDITY AND NO �. .� DISCHARGE WATER WILL BE ALLOWED M THE CREEK OR TO THE FRINGE REMWl S II NOTES: I. CONTRACTOR SHALL PROVIDE V 12 rvq ` EROSION CONTROL PROTECTION C T, FOR ALL TEMPORARY TOPSOIL v = `. +•� STOCKPILES LOCATED ON —SITE. y yo 2. BLUFF CREEK IS AN IMPAIRED WATER FOR TURBIDITY AND NO /` � Y DISCHARGE WATER MALL BE ALLOWED TO THE CREEK OR TO THE FRINGE AND � �� �� N � 1 J 1 ioj,2 G � � a Z '16 •� /y � -� I i X ioo:v�nlwio.n as y m U� ,.... V % �J �~ ti. p Z n OUTLOT C L ,..,1. ,� \ 1 \. 1\ I 0 C � I oRo,w er '• i � _ oArz AX / �I REMMMS W^ r1(� f�iV�-iI " ( "V i'w cID 4 M®- , I — MEE x AU Rf, INVFS rM�� C1 ..�......D `I _ "`rmun w Xry eu:M x u"vM RR0.(Ct IXO. R YOl ,. tJ °" n iixaiv .« "` ir'I.i. Clue -el 'Cot) 1. CONTRACTOR SHALL PROVIDE EROSION CONTROL PR07ECTION FOR ALL TEMPORARY TOPSOIL STOCKPILES LOCATED ON —SITE. 2. BLUFF CREEK IS AN IMPAIRED WATER FOR TURBIDITY AND NO DISCHARGE WATER WILL BE ALLOWED TO THE CREEK OR TO THE FRINGE WETLAND OUTLOT E 6LVD �L�i J I 7 PPm r.. � �[ va.rewRumeRRn�eeeee•N��7 .:%� —... rr — .� Auu', • d'°9•00 O° a 40 L ..��J�JJ'P^^^'''✓��,TT.'''���� III )RAC INVESTMENTS LC D 0 25.02213.E .._ 7/16/10 PENgp15 / J I vi i l Z . rtn RFf-` 0%D Ma 0 n [ n- u a v mow-mN -21 n m Al.o vPoxm oertu � pup' ]1 bw-0 1 ww w JA m� rws-vs�%1 sue sav3+at5 / sw3ciw ur / sOu � `piH SOH QNY'L[N••x. 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OOP®��<I'fG^ :lam o©c^r�:�®tt•=Ica®', I q^.S _ rIDECIDUOUST EE PLANTNG-SECTION LANDSCAPE DETAILS NOTES AND SCHEDULES: d't .•_ .. �.ur�. ,,..°�x.� •, ram., .,w. .' CONCRFTE ap WAIN eG TON f MI ..11y� O, k Gl M., a ■ p:..l L'.f"'..'fib. ,I r .,i ff, 9F4MM . 0�...11 RECOMMENDED HOUSE T ES w w 5yy'gN5py14gqM1Y�p�q;":B°kS�;W�4ya�yk��;`.,,�r,`•:•• 1� 1 i � WY vmmax,rry erz w�gpv wiaY lMwr RN WI :�°e��ir�wlaaa[ aW!`7Vniq aa.r.1— _ rS�_�Iml n.nd ivmr•.� IOE M..��"y I .IRYyfn�9...- ILs aran o>»sn neoeu <y�au � 'o fIN�SxED LXWNU ~w`�. � 1Yp fA Si(IRNWAiFR �{ pe<IN RO...FCPON � w '� in awm r.cc a ar ra..m SITE MAP ND Dom,. mw s R+ x woNDNNo NDP.Nc PM iO+bR ITT", 1 1N wc.rtD..1111 DxNXwu PIONEER PASS 1ST ADDITION CHANHASSEN, MINNESOTA FINAL SANITARY SEWER, WATERMAIN, STORM SEWER, STREET CONSTRUCTION & EROSION & SEDIMENT CONTROL PLAN FOR RYLAND HOMES 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 PHONE: (952) 229-6000 FAX: (952) 229-6024 I MMIMUM Cltt MMACKS N NPR H r— D[ Iwlw[)1 �"si.IT Onla2w.r - N n aAN. nD: srOIuw v ww sx Il NI PI Mw nM uw. 1 x xun D em m rzn Pn narosm LM [xr. GO w p� 1. CAM 1. l I:. N.6 nR n! - YYPs n. w!. K {uaFmO-rN, (DI I NN ul w" w�DNexru L"['RWnD"YL4wL UK:crn"NYv"INMXµOrM OrnN.litx rz Iez. INI '��N {011 1 I .m. Im .a�.NN canrc� aMnxrtlmn. �N-rroN re x, cerinrwn Inn-r. lu4-n�-Nu nnE sx¢T sn: wrawAnoN ERoson � SEOWENT caNTRaL oEruLs RNA EAOEION k SEDIMENT C MM PUN SMITMY SEWER Y WAMRMPN C SMUCnM BLUfT CREEK mw RWFF mm SLw HEMLOCK WAY HEMLOCK WAY MAYAPPLE PAW STORM SEWER C SMUCTICN SWET C STRUCVp S " CREEK SLw Ku" CREEK SLw xEMLOtIL WAY MAYAPPLE PASS MTN S LEG= Tm NCItWU O eanxe T. u Ll uNllxgmees �— iiomxi e.: r:n�"srcx �' zne•Nc z+anx sNxn -- — wiiia°aw u.ro e�mrl rosnM a` i,Ism.. ............................. axin.n cwr" -.. <[oinai i�+rr-wry vLi re"cr ND x+ r[Nr.L IT msMD wsr cX.wxc vlr mxa ,... [abDXO m[[ MmLcncx rzxa s,Nrc a [ sn iwm Y: LI I LI4MI. �nN'1RQ (%,Ixs wul:a • rr CMd mrvur psm¢r siu �� exrrcN'u smnN Y'.,[v - MLVGyCO MIM.r MMMEO x.+PunN �� - MCDosFD s.Wr.Tr SLKX nr XXNf[-.' eK MY04D YSOT [E �11!•lgryl .,Lx NANU'-I' Cmrfn TR I . MlYpsm Ir.'LXIR 9uX1.1C[ MO+OS[D .SM4+vJTf.¢ I•a,Yosm Axuor(I0.1 z Pm ccai�.,enov°L ITT ioxsmsuc�w> O Mpym M!R vu0 CII M02'T,, K INSTOLLIEDD; rRA aNsuilw V u0ury v roll mme i.LrMumv) m..LLxx, i ano ro w�cNlcaro N �Ns.Iuo .nrX vvoL, ,w qlr C LI ..¢cx) WOSLO MI x x rV L svPIOL.0 IL Iux"M xIII IIL n M` CNA,xE. u C s TW) _y_� Iurl N" 1., Y•} VAAAAAI� }'. n � USGS MAP mcn 1000 NO = A RFNMMARK m Ynu yr Y�D.N xYq MDYfW Yx I]: n[�VI1Y Yx[ MLaYVDND �h HM. SOIL GROUP MAP me _ 200 Ind HMrame $p$_p{,yp� s d. Immy Yo a. > Yonay loom B SDt com C Stlay loon 0 Goy Ioem, tllly elaY loom, cm0y clay, cAIY 4ay. or tlay I..1 CO2 � VFW I 30VNIVNG 43SOdOLId r ""Rl ^ P' AY NMYIq ro IN 0 u .v w a.v +ove = .m.a w aw .rou -.m - +nu wvwa AWWIPJN3B ---Jw�z 30dNIV80 ONLSIX3 �vaffi�zc� M �o� I ee "6 ..6 ri• w .vnwmvlw'mvunmwmnneu) -.�� ;=.�1C—+��?•w-J=1NI r -,S Sail. _... . �S.nnnL j�m3.+.'.wn w'n2r".xn TS'� �•• �• r GCS T. w.......d. '�" W� �nilrn-uvc..nu CROSS SECTION PRONLC nM 21M a[M _ wNT lMR xe'o raw.e:w—.ate �':.ix� era%ais n.-.resew ppx.�rm ;i J'ir. y,w Amm TEVpMRRY RF9IYFNT111M R19H irv'm nm.a.mvm W � vr.ra.w ... ev.e v.en r.Try e.au rur [P oem[nnw • r-r p.e.enm[x rwn ,juVR},W wu m fMG P'•!'TM Lu R VROTfI•.TfN TRLC VROIELTON 2Nl rx-w wnyn Yw ITR RR wrwm ra wxR.cvcs srmuv.4 . PMAR Mi'Ai ern•.• CCq.RY 5[RIYMT 1R.R m m w..v ovrp .`.Tfi RPxu MLR pRn [ _ R TRw . CRAE n.yfy,u. �-wr PRO 'IT rn xoaT. uux. c m a [GxtYr. x r. - awn x xu vr[. pul-[m-m•• lo) ILnI-mA-wm Ixl [ exmum -,wo GTRawwxT xwMin - Rn.vn xxaR nen-A»-war in) - f pX[MNM1 MMA - On tl Gr4YUZn fxiFm[-:rx 10) [wn•irq wrw:nao[xr rc Z x'mx[o Ev�- n-nv NOMS ci r ;r =a aa� _ a, Inda� L— � e - A R 31, 10NOL NILL - ELIN' ♦ , '� 1 9 '° P' ' awcr uii a w`W`oriiso ev u.c. ` 9 ,1• `�'., iu:.-en.er ..w en N. It 12 p +� 13 s �\ .8 y a ,ams �2 (/, (\ �, \ 1 O:', ` �:.= ) 3 13 1 1` y � a 1111�,' as ourlor c '=� ���= ���, I y+ m _�2 2 1'` 13 r ,S OUtLOT D (v 6 -: ,'tea:=, � �'' `,`✓,` ' ._. re_ \J� � •'WaL � C 17 a, DA. Yam} °V^ � — a\!• PENSIIXS OUTLOT c j , � :naa-sEaa 3 3 5 _ OUTLOT D r 2 16 m C - '-- - t N y ay OUTLO7 E ..a j N I � �.N•..... ttt t'%�Jil BLUFF CREEK BLVD m m � o a De . er 940 e/20/E,o CAD PRE am9e-21M PROACT NO. 319G4-31 J.1 + i h + + Bi # h + h 11+ 1 +00 •� 955 955 = �a __�aS oN,nwax,99J.� I _ � .� nor9®arma9< 945 945 935 r g r o„ t -___ 4 ...... 935 �'f4jY n 13 .1.. WdN„ W1p nPiY u,wr 14 Nb Cgg J "Z1 "15 OUTLDT D J OUfLOT C`. � 1 B�FLGtlpYdBVK .n n. .�r.ai S. ���1��! ° ° BLUFF CREEK BLVD°`N m � „ AN , 0 940 935 u mu _. 935 h> RAJ 930 930 P�Ye 925 x 925 "^ _., _ _. W m z920 _.- - .. _ -- - a YW 915 RAW PY , cJx DATE RENLONS 910 _.. _ _ `, .. _ i I _ _ _._ 910 595 _. .. r Xo0 _ _ 895 1. R1S awe-nss ¢¢ PROJECT NO. 890 890 awe -a az + + + + + \ __ �\ \\11, 10 r °� \ 1 \ 0 \ \ 26 5 " a 12 1 C a 4 p �II 3' r" 13 '.'-I 1 jN r� 14 G \. \\ L �1 a\\\ � Jw u \ ` .2 °!i _ �^g$. 5 E E 11 .x 7 ME 77gx Zza ^...„..., , OUTLOT C - .. \ 1 10 M. 12 J^"Rxx. ID \ 5 �r v mmxwr� Rw.w »a-nn.. aao. wwmo.ruR --__ N:. OT D BY /L 4W ./VI uUN^MI w 6 g� p HEMLOCK WAY R^ 945 91�Y. -Q$g' ^ 7 i a alma®m+ruwc...A.. i 945 ay¢ a CES 940 935 NN o 935 M 930 CmrxE ¢xrtAuw r r 930 oR cM er 925 it w 0� I�r I� T ` ��li, ion •R I�E 4p�. M GL ! ^ �+ e!� pay f�. 1f 1y Y ..'a S+ ' � 91, 925 RENSIONS 920 920 11 _ I ... • 1�.1.. 1 - w0: W.. M mR » • o.or.. soR v° i o wR I , 915 , _ • .. I 915 9/0 I s ` "3 \ j Q x. ... S _ _ . @g [4. _- } _ B10 CAD mu LISRE-ass PROJECT NO. vcae-» 905 905 y3 y F F 2 „�' OU7C0T S E_ A— " 4 _ II S� B � � _.. *FWD � � � � I o" yy AV AaL CD 10 O21 UTLOT E B ' i u "./ • u Y .pS M.51 d dX)I,YYa X.Y>D[ V Z ) ,[ `'yam �_"� Ad,6R AYl - 012V.• V1PN NW Be O,IW. HEMLOCK WAY gp 5 > -- 935 I 930 e Btl 8c L DRANK MY 25 ,a oerz ,m-e .ut• mR v . o.m io'-e rw mn va . o.wR 920 REN9IXi4 915 910 �a-e•.m mR wi ...00R s,u OUTLOT E ,•' 6 % 5� yyiypp \ 2 y� 612 \AI, WAVAPPI P PAQQ k _ � L 2 9 3 10 '\ '<• ^ \ 6 Tr N seise n rce� erur�wou e. n,. w sn.e soRm rKr n �y. Rorx mwax ucv- nx:» x.w ee o.w n. n Tl .110. w. p'zeoryv�i+:r. a � I 955 . ra 955 950 __ _ 1 _ _ 950 a„ 940 u•wn •, ;I. _. _ _. 940 935 w �'a r nIe 935 vet ^e aw a irOa 930 925 _ e_ s. rb. _ _ 925 .y E yEy p 9 915 s i 5 m¢wr_ea.w x 915 I RENSIIX S a OUTLOT C 1 1 NOWS i uu n. n ssu ew+. s.,¢ w rsr orwr�� loaA vZ °- tlP •'� 'nne'w uli a rnovwaim•':i: i �.r uev. a•, ..m ne °.Nr 955950 sa� �a Hai Hai r Hai �aS la I Hai 5ai Hai 6ai a u �a� aa5 950 945 940 940 ________ n•wauw. a us. z 'yro• __ nip Qu.11 935 V 935 z 930 930 — 925 • 925 _ y .9x� 4 "•:4 4 *• qq dqA ay_ a wiF w.M Ap .i y a 4 : a q YS ppqq .J 1S S.. FFgb4p yA 920 r920 a F Sgg q� g bi gg gg g ggg gg z v�_F gg i a- gg £ 975 91S z f S6 i i £ . I YNOM:..i IN uY� x nl nssu'r"I. NAa1— N,"gym—°i—xx _ ♦p 14 xANN,"N."xw4;n:..R: ryNpp d ao a°.Ntit'8xi r..x MZRAM °Go :��.rs.. u.s. 9 a - OUTLOT D r s. n n.n 15 cwo-.�.s+wi.•wM".'"Y.c,:.'. ma::cna.".t.wu.:rm"°`x C) � Pa x9 .. ° a• nv 0�`P m ww. / C.f .. , "w fextlP N:m TI i w..+.a°w ww.m. YMx • Y rso.a !I F oDj�04 I 'M I � ei nsr 1 9i. \ ..aCNatl.9 _ 0 o \\ W P., rV u xry uoxY.Exr U. .4. !'. nn. naB'ifx :, w osm M x[. d oAo E. a� 925 W gg 910 F 910 0. DRIAN By M e%ia o RENSICNS CAD nU nv9e-msr PROJECT NO. ]1898-31 3 gg 92S 0.9w1uO6)B�WYr= MAw2r -•• - ` _ Aa4w ° IS WrJ W Rai - ` °0 M1P ai'n'r M11O1cr«ar ar a orwf 920 all-B W m • -B.w '.BxiB 920 •rw`Pi 91S �' p.m aYNRi.9�l�wl[i` 915 - RNV waP Ri-�nap�E 910 i:•.m'B-..Baron 910 905 1 905 i 895 RqqA `7_i. a a :_d l 8 895 gg ggpp pp pp pSp 5 890 920 -�i= 920 sa 3i 915 915 905 putt 905 900 i iSYBu.ii •r rn ` -- 900 895 895 885 885 ipp 880 bb-Lgg g�6 880 N OUTLOT C W Ir:>R M%r Src wrvnKnrx of. V ripctl nui. - ¢v. xro I. x. n,vu M I rl�iy[Pry �M�! M PR DYD w/n Al p.{V.� Ir]I1 M.W w Dnnw 17 g g 3 a 955 x�A a� �a9 A ad 950 -------------- wovn 945 940 935 rw-eepw.o 930 gg RY 925 920 R a % 8 915 , ____ •. °eLaw.•r 1. - `r,�o ���� C i r rwrnnw rwo rvnrm R Vnun 4w'wn RF [XNARI! \� 1 / / / ` �I1fY /1 Y M I wfrI.Ywi i,�[.`:I� _ � I Ir \ 61u» Y. O.IW �4 Z MMwyiw14ir�Wn�'vlMnYR°I'»uL�ruYnrc{ r M m.we.w:.RrN..' `� __6_ S' M.mxwt�saYOnriw L WaI I V��W,¢•rt - £�ry `_ I 1� LMYY _ ur:gnTm�ry:.Cr.x'.ai"l.r�i 4A �;y ''Oy,T,L/O,-T E_1 i Yiwiie.9M°scr' Laig"""x",r�Na+mrVY. `11 / Sm+YMp.arYOrY .VnAWnwl. p ---- it 11 / 0 ^' ` i ru"Y.Ri'nw141o"n'n"Y.IUYn"'a°w+..�r°"w'wr'iai °a°m °Y"`°a'Y ��x Nei. u1prloasar1�� 9 i Ir Rr BMr RYNYe a revert 1 °°nsxNrna. \0 11 11 y ! r a _ yy 1 rOlnA-Yrn 4. 1.1.. � euwn 8 '•a�,�, � � , '\� I • IfMR•Y l 1 9 �� 70 `. ter' nYwu. rn 1 2 OUTLOT E•\•� I F945 945�940935 uw1 935 930 930 DR C* BT 925920 925 . / ytld • i 920 R Vms 915 915 905 9 05 u asr RRMOT ND. g g g gg g. }100I-RI 1 2 OUTLOT E ' �_�.,ye� __� �� _�3_�►I >cwaert'� / `�\ OUTLOT C aro Ya a.rn w.ow ur I � it [e �• �' Y � �wxw imoiliw ui iwrt�iw tml. I + I tort • a,m Im). 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YLI s G 6i i i- � ��'. � I � 935 935 x w�-o Pxv.. _ Pn er.M _..... .. ! I... I 930 930 ... 925 _ " 925 920 920 9 910 910 905 a PnMw'i 905 895 895 890 8901 I R[NSICNS e52 N \ Ti OUTLOT C 15 '.1416 ,+� y.' <�/xil•Swr�rY 1M)I A� 7 3 4 5 ram' oa.aueu C \ 1 rival � awn. m .... /•t OUTLOT E i - 12 N']�� e•aYY :e,Y. "°""",e,A ..n t. a.R MYx 7 1 13 -'l, ]+eYu�w`wO"`weR..6 +i,m.•u .iwarnw .u. vc "" 14 xwxRexeY, x.x .w o-,w e.wA Ax,n +n tue. w�Y wm e.wx+ertn ,.r xrtn n ' x 1+1` wALL 1vn.I N,R erp Y WYxxmy, ryE�wY01xurtnv'.n'Wa jyrie'V W`new.M1M[d fxii[[i [oxnNttb,w [,n[I, n,w ��•_ wn ♦ LALMKI } BENCHMARK xu a�ev. S,LWJMr Gl iSi gM11 Rt w , SAY. ewx iW xIY YW YO.Nu -wN _ / LO'f D �vnR UNnlort)Lwamrtnwax� e. n. w xn No-xuw. • wm Y. ie HFMI OCK WAY M1' �ON R M 91!) WA A OCAMN R uN,. nl.n xnw u,M 945 ..::� W•r �� mwoxt xrzA,xt - - P. 945 M a nw RS »wat ____ 9410 935 " --, ,-,, s � u.bcW. • 6 935 w.nro 930 fi . Y9ig a ? _ g :. H 930 9H k 9f axmNxl yj 9? J i 5'S' 925" 925 920 _ 920 pgpy:. 910 dd _ _ _ ..^ _ . 910 ' PENSIWf „ v Ya . ` 7 , OUTLOT E •_ 5 � 1 �� I I f � .:," ,8 I• j. jar+' ^`,: 10 _ 12 13 14 AAAYAPPI F PACC BOSS ". am4m nwq"�a .. urw mnnnwn M �a I r nix ±wa wm na n ur ms. I rplml llui - 6iY.• F0.Y x1w Y O.IW °Y a n'0°orair u'we. a r.vo`Yo e/ry .w.. Fn" aaa x.w Y w,w 980 ...w .. ... ._. I 950 �g 955 955 eonwo cmmuw ...._ a ... I 945 945 ...... ..a. ....... 940 M Fav wrYn' cis n g 14 c �......f 3 g ___. .. _......... ._.__ .....: .. .... I ... . . 940 i �n aax 935 e � � 935 m _ .. 930 925 925 L._ 920 I ;Is 98 920 � BCFnons �� R ,low r• i :i �_ �strl�1zrt.s= I � egp`c y \ IfT ay. YWY1�M191�T' n, au- n F z .car. Ir Z� 1. SITE - r -- F fl@ZY'i: Y2s'd6C ri `69 SITE MAP NO SCALE PTAllAP DRAsGE AND UTILITY EA5EMENTS BEING 5 FEET IN MOTH AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AND REAR LOT LINES. UNLESS OTHERWISE NDICATED ON THE PLAT. BENCHMARK 'I FACE (,F IST POKER ":ItEWAY - N. SIDE OF _r ELEV.- 910.34 NAYD 158 PAPJM BM /.': TOP ALUM kiW MONUMENT 4 SOUTH PROPERTY LINE ON PROPOSED R/W LINE. ELEN.= 913G7 I4AVD 88 DATUM SITE AREA sUFORd MOLSINGIR LLC Pm xo. zam.lm MINIML��CIN��ACc =� FEET FEET IN AT r 4 P' [/ 4 FEET .YI 4Vj iM) -I-STREETi 4£Ai 3c. PC: .e PIONEER PASS CHANHASSEN, MINNESOTA CITY RECEIVEOF D PRELIMINARY PLAT EXHIBITS UN 0 4 2010 TITLE NG CONDITIONS FOR RYLAND HOMES 7599 ANAGRAM DRIVE, EDEN PRAIRIE, MN 55344 PHONE: (952) 229-6000 FAX: (952) 229-6024 R/E J:ER 7 '.-DE3 O.TdLTi 'IITRACTDN RL9P_ -4TRACi9R $IIF.P .- . r r- 1 zxam- 1 SITE INFORMATION JHANHASSEN PLANNING DEPT PRELIMINARY PLAT EROSION & SEDIMENT CONTROL DETAILS PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLAN PRELIMINARY TREE PRESERVATION PLAN --- ��- PRELIMINARY UTILITY PLAN J I PRELIMINARY LANDSCAPE PLAN L =_ DETAILS —r -- I - ti 6UM�aura :. JEL 4. 01EP. FF. - d<lE5: E AY Lpl. q}f`:i - L" %'RNxIEO 1.1 1.2 1.3-1.4 2.1-2.2 3.1 3.2-3.4 LEGEND ASPHALT SURFACE E.<ISPNO CONCRETE SURFACE EAETING GRAVEL SURFACE �4 EXISTING DELINEATED WETLAND KTLAND DELINEATION 0 'EKI-TING TREE LINE,/TREES - - - - - - -Y-�---- EV91NG CONTOUR EXISTING WATERMUN EMSTNG SANITARY SERER > I EXISTING STEM SEINER EMSTNG GVERHEAO POWER _ _NE/POWER ROES ® EXISTING WELL m E%ISTNG TELEPHONE PEDESTAL _____________ ____ ___-_ -_ -- -_ _:: EXISTING CURB EAISTNG FENCE B E>ISTNG SDI HOPIN9 PROPOSED RETAINING WALL 1000 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED 3' HOPE NON-PERFOPATED LRAINTIIE PROPOSED RIPRAP -BI PROPOSED SPOT ELEVATION PROPOSED TOP OF RETAINING Baou WALL ELEVATION BW MAI PROPOSED 33T➢H.1 OF RETA:a. — WALL EYE'APON PROPOSED CONCRETE SURFACE PROPOSED ASPHALT SURFACE F'RcPOlEP• `JRB 1 1 PROPOSE[ hATERMAIN PROPOSED SANITAP) SEWER e. 25' MITIGATION BUFFER ^i PROPOSED MITIGATION AREA —J PROPOSED HEAVY-DUTY SILT FENCE ..... -.. _ -. PROPOSED SILT FENCE PROPOSED HEAVY-DUTY SILT FENCE .._ ._. _.. TO BE INSTALLED AFTER COMPLETION __.. _. OF GRADING) PROPOSED SILT FENCE (TO BE INSTALLED AFTER COMPLETION OF GRADING) PROPOSED TREE PROTECTION FENCE F1 PROPOSED TEMPORARY ROCK CGNSTRUCTION ENTRANCE PROPOSED TEMPORARY SEDIMENTATION BASIN PROPOSED 10' AWATC/SAFETY BENCH (10:1 MAX SLOPE) �J -.E PROPOSED WETLAND FILL AREA J PROPOSED SEED SI MrIDOT CATEGORY 3 EROSION CONTROL —� BLANKET SCANNED _ •` :, /-�. /�, ) --.. --CSlM 1W Ili \ F6 n. P'IE[ L. Ii cmOQD (90 0 ;YQ ri- o D 1 rlry OF c HANEDASSE " -D 0 �o a ` JUN 0 4 20101 IL- _- i _ ®�oQo - :Har.HaS,adal_.aiMNr,,;I t�(90 1 v_ �=--=-------------------------- -------------'rT 14 --------------------- op I ,os --' a r , - r _ . " - _ - ----- - ✓ t J , " ____ i r�, . ®D --------------- z Nt R zs o _ 1 zo _�— BM #1: RR SPIKE SOUTH FACE OF 1ST F•OWEP POLE PEST OF O I"AY - N. SIM M PIONEER TRAIL - ELEV= 910.34 NAVD W OAT IM SCALE IN FEET Lk ?R! A BM #2TOP 4UM R/W MONUMENT Y SXTH PPOPEPT"+ LINE ON PPCeOSED P/W UNE i irF =IOC fttt ELEV.- 313.6' NAL•D BE C'ATUM SCANNED z EQE�� r QyA Oa Z. x a= z�o M w� '-AW W � R 0 auk a< W N S) 00 At USGS MAP z n BENCHMARK BM XI: R.R. SPII,E SOUTH FACE OF I.T PCWER POLE WdST OF DRVAWAY - N. SC{ OF PIONER TRAIL - ELEV= 910.34 NAVD 38 OA%k BM Ago TOP ALUM R/W MC,NUMENT O SOUTH PROPERTY LIME ON PROPOSED P,/W LINE. EUV= 913,67 NAy M OATUM SOIL GROUP MAP z �-- CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLA MNG DEPT HAmIQgic Set Grwo Soil Te,t,res A Sand, loony sono, W sandy loom 8 Sot low W low C Swdy cloy loam D Cloy loom, silty cloy loom, sonny cloy. silty Goy, W cloy SCANNED _mm."lloolow— BENCHMARK FACE OF IS1 P01VER POLE 'REST OF DRIVEWAI - N, S,k OF PIONEER TRNL - gf.V.` 910. 34 NAVO N? DATUM &e #A: TOP ALUM R/W MONUMENT 0 SOU1H PKPERn LINE ON PROP(:EO R/W UNE ELEV.= 913,6' HAVO 88 DATUM z --mmommew — CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLAyNaNG DEPT SCANNED CJK 6/04/10 REVISIONS CAD FILE 21996-20SI PROJECT NO. 21996-20 1.4 I i THE h ScR:E� AT, 8l:J7 R`"'rK 2"Z ADDITION / 'Ti��::u �w ra Li.vr� �i� Lil i�i nvI;-;v�r 1325.36 S88°09'1 O'E _ ounor A � 1 1 2 1 3 I 4 I 5 1 6 1 12�21{� OUTLOT 9 nC\ \ f\ \ /r M V 7$. i <,8 11 ' F salve}St 10 11 9 /< a 7 s' 12a 13 � ^`�`�•` 1{ 19 u � n \ � Is 4 15 13 a 14 ( 15 V 17 16 16 20 rf 2 17 \ (, 21 r;-\.' 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Range 23. Ca w(!WW,.Mioo IyloBna yof ARNNRSOTADEPARTMENTOF TRANSPORTATIONRIGMOPWAYP TNO. 10-03, ecamdwgto the temtdd pW thnaoE CYVQ CUOOLy. MIaa `moo �iav�i©©�©off u� iu��t ©©�'.T.iF3�a" ioio��oa© D a01111iTT%T>• O a© � M O Iv �rT-,_ u©mmzm MuoIMILl"Mill KNIMMI i �ioIMIllyzM111 mava��m© M>• mO��maO�atfL©�T-= EN mmu Lj ©dam©NEW o MUM �oMI ©o �*T>•mmmi �a0 �D�a� L3 gp©E��� MM III 0 Mill 0111111111 CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 CHANHASSEN PLAWNING DEPT VALE IN FEET _lw 4to v1 1. - ISO feet DRAINAGE AND U➢LITY EASEMENTS ARE SHORN TNU£ NOT TO SCALE BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJUNING SIDE LOT LINES, AND BEING 10 FEET IN WIDTH. UNLESS OTHERWISE INDICATED. ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES. AS SHOWN ON THE R`ATSCANNED U N Ln Ln n m m W Bader Z � 6 U n E Z U P cc z DRAWN B� PLM DATE 6/oa/tD REVISIONS 21996-20pp PROJECT NO. 21996-20 2.1 m n gSLE N FEET . mch II)D reel DRAINAGE AND URLITY EASEMENTS ARE S/ONN THUS' --T--lV-T-- BEING 5 FEET IN MOM, UNLESS Oi11ERMSE INDICATED. ADJOINING SIDE LOT LINES, AND BEING 10 FEET IN MDTH, UNLESS OTHERMSE INDICATED, ADJOINING RIGHT OF WAY LINES AND REAR LOT LINES, AS SHOWN ON 114E PLAT. Noll I Quell of the Nmglmt Qwe , Section 2], To hip 116, Range 23, Ce County, Munson Aud Ilut pn of the SouN:st Quuts oftA<Nottheue Qtwue, 6awon 2], Tawwhip 116, RAIN 23, Cw. Caumy, MimnotA, lying nonh.Iy ofMINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 1"0. eccaNing W 1hertmtded plat Oet . C. C., MioneeINe. CITY OF CHANHASSEN RECEIVED 0 4 2010 CHANHASSEN PLAIWNING DEPT TVOILFDF1LTpt M _, owm tJLO1VA-PE kmEm am LOTg 1,1 xw L _ _ a1lDCX141ILM- N 2 . - _. - l01,MY 10.513 lim r _.. -aRDU3 _. 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TveB �[� NwA 6-8 $PA(lNG �TWiEN PG5T5 _ IR CI N & LORfR 11YX A _ .y3 AT —ANw a. F�Di l oglllT.ym' OT,I IOClT R0.MGWf UwRiOR 1$ ^ TO 9FA D _ Faw.aL.,>,N of _ „® .m,:,A uv �p�Tppyv Pa.ETnnExE s+owFCNCING I, .,T g6JGAT [R1ry y1p1 A,A ELM. ao Ycnox- A� °N ALAN Ixp� .1 ARo AI.HN "[ Pu mo'"OFNOLTwx AT, . o. owF FLARED END SECTION INLET PROTECTION PAR, m.'1xiv°�ew. AA m' n [. Ircivwu�� m NA m[..,,Y2 ooLNAA ..®.. m mRL..noe W.w TREE PROTECTION FENCE ^I' sP°rn5PPe...a 2'.2'08" YIN. AMID STAKE ATOwbp -2' WLa,mum EP,c, G 12 DKIX Nl J' H If CAiWRO ] S I�$pa<Lnq ERO]T BLWKET EROSION CA: YFYnwn Staple. -srA><sn n TT�NrrEo N TAE 1°"p _ WATER FL -mow DTICH GRADE 6 CROSS SECTION PROFILE VIEW 6' MNP Yol .YINIMIIN M•CHMING SHOWN °ft ct,. Fad NNaA, 6-- EROSION BLANKET DITCH CHECK - MnDOT TYPE 3 CONTROL -CATEGORY 3 TO BE INSTNLED PER MANUFACTURE'S SPEODCATIONS) CITY OF RECEIVED SEN JUN 0 4 2010 CHANHASSEN PL*I ING DEC e QNAi AIiFRNairvF.: THE CONTRACTOR IMY REOUEEI. FROM THE ENGINEER. APPROVAL OF ALTERNATNE DEVICES. CATCH BASIN INLET PROTECTION - SEDIMENT FILTER SACK Ll - � 1 TEMPORARY SEDIMENT TRAP PCC. JEEIRP. •- n:uTr.T: NJ16 1. Fum .ai£wa m eE vi cLcw wOt. WNJFI u A➢•1'oU: MLERNIUM 5" ROOT LOG FILED WITH 1 1/2' CLEAR F= aHA A. IA �.. SFv'lCA A F = awmcuo OOCL C. Gb)PER. P.E - GAMES R. HNL. INC. I MAM. SCNSTEGARO LAND DEVELGPYENT MANAGEF: - RILAND HOME_ PAUL CEHME - PUBLIC "rc DIP.ECLTR/OTf ENGINEER - CITY OF 6HANIH)SSEN TEDOI 5EI9RMG-TRCX`N - MPLA TO BE DETERMNED SCANNED TO K DETERAYNEO (fil ) 508 6330 � (9 (9 2 / t16F I'i F51 t5 4 (OJ f Pf C FRM✓Ir 1* WETLAND TABULATION OUTLOT b'��/y.•/ .. ` .: — — — -\/.7, '► n .o _ w /y -N.C._ _ - Y — — — .. �.1 _- 1i G + — LLJ - 65 63 0x 63.5x �86�/ v L ) -.1✓r /Y -` t .._ 630 MITIGATION AREA� C� - _ til OLE 865.1 1/l fy�„ - LL .. N.C.. - ! m _ _ 100YR.HWL 865.4 _ - -.45 / 18,464 S.F. e]q.G $ 6 — — — -- 872,0 Ln 7J — — — — — — - 20' BC00 GRADING _ Y .,25' MI11GA1104 BUFFER AREA, , LIMIT UNE (15,303 SF.) r / - /- (� - 5:1 MAIX SL(jPE B / o 40' BCOD BUILDING- aT oB 6 _ _ _ _ _ _ SEIBAqK QK LIMIT LINE ]' \ +v +Y Y ` y a., BLUFF CREEK' - $, i•OY7=RLAY 05T ', — — — — x > E UNE (BC00) _ I MHWXV /1.a v0X- n ! I a / 2 \ 24-( J I ` E.1G61-� 3 / _BM GF Y _ (OggT FE-924 -E%A-Gw S.� I 9os J6(nl / 1 5q.w h CM - -• ---------- -- SM 41 F.F. SPIKE SOUTH FACE OF 1S1 POWER -- /Ex 1S POLE WEST OF PIONEER MkL OR I EUEV.= 930.34rHAVE 88 DAIUM =` ­.mommolow ' RE[% .93, IF o BM /2 TOP ALUM INMONUMENT• S'JUTH -4 IN i PROPERTY LINE '3N PROPOSED R/W LINE 0 - ':O ,5., -'-COMMO1NIMEALTH- ELEv.= 913.67 1UVD 86 DATUM -- N N 0 F. r .< 4 _..� WETLAND AREA ONSITE III DE:EUPED AREA 3 -F. 42 -1 .L WETLAND IMPACT 4.733 S.F /U 11 AC. ETLAND A h ') JPED MITIGATION NWC) 4 733 5 F . 0.15 AC } RED MITI ATICd1 PVC) 4 -33 ' F 11 AC .L REQUIRED MITIGATION 9,466 S F J AC . A.DED MITIGAnON (NWC) 5,464 Sr /l 4 AIDED MITI. ATION (PVC) STORM WAFER POND (OIJTLOT A) 43 4 S F U >y P -. SIDED MITIGATION (PVC) 25' MITIGATION BUFFER 14 G ;F V3 A .. PRC.JIDEU MITGATION >F E: '. S i ! A� o, ( ,( m 4 .cUPZ - (4] 11 2 x AE,91 H /BLUFFF CREEK 804) k,405,54 E 3yukEi f---` T T- 7V'4ii)- T I 4 -.,1- G1 ♦ b \ CNI41 ' a L, 21: ery' I 42 i 934.5 A 42 - 44•Q 25 15 x \ xE E_ r »n.a a ¢uv wq.n CITY �iE`�waoeK c*uxo Iw4ci 9 � E\ a JUN 0 4 2010 - '•,1 d'fAjVHA$SEN PLMMNG DEP.- / _9.. ! E-9G - _ E 9GS.1 N) 'E. 18 M D..�r IE-035i IEeq,}.,2 E a Cz m /M�/ W 1� Z - 4 2 � $ co W W E w W m Cu2 3 a z O 0 a t' DRAWN BY ' CJK DATE 6/04/10 REVISIONS 21996-20G PROJECT NO. 21996-2 3.2 BENCHMARK / :/ JW PACE OF IST POOR U \ — — — -- J- DMI TWAY - N. SIDEOF = (n O / /. I 1\ O , _ _ _ ,O{�](\-_.. O .O ��. wit - REV- 910.34 NAVD 38 DA%Li u 0 �___ O - i/ I 9�i V Va��<✓�... 6M A TOP EAalMRTY NE M�v1\iMENT OSW1H ^> i L1 /)_ Ir O _ _ / F, FV. 91 ,67 A PFDPDSED RAM 11NE. RIP - /11_� O (lll F1EY.= 913.6J NAVD E3 UATUM ;'\ >p , '} / , 20 j 22 23 24 Q _ b 926 936 2J Q O \♦♦ `\\ W m 9�T r/932.8 9 .S 93 Q� ^/ew ma ;.27 ♦\ \\ � J � g / 92i • � / _ _ Sam � \__� ` `� \ I r " r/yq.ei �$ 1 / r« ee4A r a1 / nn u r \ '-�ANH / ev ene °j h \ ti ) .• 1 - �1Yqqq r - �_..__ o, �\ �.., .f : - 1 -'VEDkD\ '•'F 1 NCipEP X42.9. 45.2K \ \ `\ •J `, ��/ �`„��rli`i� \\ 34'0 V` nr/ ` TO _ n. es..a �N / I s e^ I I j 1 � I � - \ v ♦ ` \\ \ W 0 \\ - `� I p \J �:♦ m 1a v \ U' 1 dry /� I . / � � \`b.' / s• i �°6 �W \ •� s\ n m �\ '. \ \' n 1 31 �\ d n G c /a . \ 'i . \' I �" 9Mj 3 37 •\\ o, \ �, ' ° \\ �cl .\L xa Oa Z xw �0. / /../ \ \. .� I S\,60 \2 L / \� .r'49.• -� n •rJ H'. i\ w1 YW: \�o '., 4�'1 l\\ • ♦\\ (aiaz�j CO. We 9 O.G % .:.4 m� •fE W B ` A x/\/&+,\\ i 99,�60 / sv / N p .if' /� \I mu, \', 1 4+ �\ \ •j \\ W=�z o v 1( ��y7jl / s\. /30 �: •O p °.v"o'f \ \ Jam_. `\ 0ii�O Tia m r Q.I 0 i Y , / /s /' 2 �,, •��s\ v ; 6 m w \ o \�.of� ° 14 l • A\p<. $.+R yyd5 'GN \ `` n i 2 \. m \ \i \\,sNo ' j " 111 15\m li - SCAWIED I♦ ORANTI BY ELF - 1 \ �\ - .\ POND 7 UK /r 4 a J,• m n - ♦ 399 \ - OlE 927.0 r `\P'o N n 1 \ n 11 �f o UTL o OT D DATE E ��i \\ 1 s♦ 1 SQ p 1 1 \ W\ o \ ` _ n \ .3 - + \ _ ;{[1 J 6 04 3 , \.0 1 +'\. �\ 35 -L��yI2 RENSIONS m gym, m 4 \ (.. \ 41 'm `\ .n \\ \1. 0 ' 12 T l / ♦ i i I i m r� 1 � I � ♦ anal � •m \ ` -, i.e2 16 '. / 9fq'1 r n . 40.5 ____� _JT, F> NL_ i_____ ��3Y.4• ., � �0?i p)/. / _ 922 -i1 c 4 26 \� f 1 / ( \ � � 9i 4e q20 � CAO FILE 934.3 ! 4 21996-200 a./ A Fi• 922� "a r• ` _s _ _ _ a - �s� I / ' POND PROJECT NO. -=9117 21996-20 15 25 \ 'i s—♦ -!Y b , \ - r/ / I t00YR.HWL a b, CITY OF CHANHASSEN C .-• \ \ ° •\\ , \�♦\ �`� \ RECEIVED // > 31 m @ \`r v\ \ `..\\\ \\.`- ♦\ 6\aGa „ +\ i \U N� \\I N 111. \\\ \`\\ \\\♦ \\ " ''\ - JUN 0 4 2010 f N 7 37 \ \ •\\� ASSEN PLAtINING DEPT w m . any , c' W \N� \ a - ♦ ♦ / I E m ¢ o aw ♦ ^ c 1,14 \ � 1 Wp15'' +\ ELF 1\ N POND 7 \ e•. #' 4_ c \re 1 ay 9 o f 927.0 p T. YR.HWL 93 . o 16 N � \ \ 1 o iti� \ W 1 q1 / 5' ♦ \ 0 0 41 1•s ; 1 1 11 \ V ♦ \m \\ -' 4 , \\, \\.m 9 930 — / / % 2 / o a` 71 III III / i 11 m 1 I:.� 4 _ 1 e \ ]7.9 \ \ - of - T 1 42 m N O RI ,,, x \\ o \ m _ , 1 i 1 r 1 '(17 ` �,�.• J \v ",a ,%BLUE_. CREEK BLV __ - 11 ` \ a 1 I -d PIS C >ti 2V 45T '°jm ..� <y2 )t 5t" 1 _ _ 3y., / / ♦ l Zi c 9 ♦♦ �� � z a •�.ez .vE: (w %__ l—.- / 1-._-OCf 417.0 II �' 100YR.HVIL`I ^ -0 a / _ Du 0. _ yW 7ariC� 06 \ ♦I \ 1 m \ BLUFF CREEK ♦ \ \ _ �'' i o q \ OVERUY DISMICT 20 BCOD GRADING DRAWN BY � � / f b• BCOD BURORIC . / /i - // > / _ - - / CJK % / - / DATE 6/04/10 REMSIONS + r t SCANNED BENCHMARK 11 I I CAD FILE I \ - H (ACE OF 1 T .- POWER RVE- IN SIDE ,. 21996-20G FEF FAIL EEv.- 91e Ja NPVD 94 oarlN i PROJECT NO . R,' 1 ,. 21996-20 3.4 / / t IN- lam- OUTLOT A / . _ - - - i ,/ / �'8 P ~ _5 /' , w 1 NP it \,11 I � r - / r ' aw \ IN ,27 A CITY OF GHANHASSEN `1+. REOEIVED ^i�r- 11 � +, JUN 0 4 2010 CHANHASSEN VLAIININ MOT IN NIL If I / / / Y= k > Total upland area (excluding wetlands, bluffs, park) 35.03 cc. Total reforestation area (8.76- 1.11 ec.) 7.66 cc or 333,670 SF BENCHMARK PA . ="'M1E SOUTH PACE OF 1ST POWEP „TE PIT OF DRIVEWAY - N SCE nF Baseline canopy coverage 3.2% or 1.11 cc. Required canopy coverage 306 trees RIGIEER TRAIL - ELEV= 910_Y NAVD n_ Minimum canopy coverage required 259. or 8.76 cc. (one tree provides 1,089 SF of canopy) LE O = Ex15TIN0 MEE SAVED , 8M d2RTMNE PROPERTY LANE ON PROPOSED /W Proposed tree p preservation 29.77. or 0.33 cc. TOTAL NUMBER OF TREES TO BE PLANTED IN DEVELOPMENT 306+37=343 TREES EnrnNG TREE REMOVED ELEV, 91`67 NAM) 88 DATUM Difference in canopy coverage 1.14 cc. {iIT DATA - y��/O�j] //////A TREE CANOPT' AREA SAVED = Multiplier 1 2 TOTAL NO OF $IGNIFIG aNT TREES (1Ii" AND GREATER; 49 VIILLLLd TOTAL IF IU F"AiJT TREES SAA-0 IS Jo'i TREE CANOvy AREA REMDYED Total replacement 0.94 ac. or 40,772 SF TCTAL N 2E TREES REM^.VEC N _.. Total number of trees to be planted 1 tree/1,089sf = 37 trees , SCANNED z o U) a �; c) a z z fL�wg o Q W"<Do a a d• - . - - 1 TREETYPE ELEV.DIAMETER ®® 11: 1 • ." 1 ,� (;HANHASSEN gEGEIVEO JUN 0 4 Z010 C,HANHASSEN PLANNWG DEFT DRAWN By DATE 6/04/10 REVISIONS CAD FILE 21996-20TP SG„,�i.E6 PROJECT NO. 4.2 I � -- _--- -- i 17 1 I= 28 34 29 ____�/!��//� 30 32 30 39 4 3 IS 34 - - - - - - - -T,, o✓ 2, -�� - ...,i ' OUR CITY OF CHANHASSEN rn RECEIVED N JUN 0 4 2010 N � s CHANHASSEN PLANNING OEPT m Z I W � E w Z 3 u z a S o � a I D 42 5 1 ° - _.- 26 ---- - I i � ,E --- r 2 ! / - - - 1 3 6� -_- A Ic [�14Wlllli 1 �� I Ir 10 q 1/ 2 \ 2 �'. 3 OUTLOT C \\ fb�r, i I I 12 / ,1 1 � .—'i Th'- P'R rrt H IVHN F:L;N E_H'. MARK = �� EM #I: P.R. SPIKE SOUM FACE OF 151 POWER P�AE NEST OF DRIVEWAY - N. SIDE OF PONFEP TPAIL - ELEV = 91034 NAVD 6S C: TUM SCALE IN DEFT BM )/: - - -'.r MMNUMENT O SU1TH ON PROPOED R/W U1, - asrr 88 DATUM SCANNED G:IC.n(NIS AHIUH AWL! ME THE MOST RECENT EA E. DF MELn m WHIM ME MOAN ; LoZA. A!A THE WNNESOTp IPENT DE MANSPORTAnCN $PEC,FIUTpia FOR NOIWAI -RECESS UNLESS MODIFIED HERON ON MESS CONTRACT DON.ENTS. THE RESPLW--ll OF THE .VNMAROR To EMLEE 'HE R STATE CM C EIU.IRHP HOTCE SODUTH AS REQUIRED UNUM -"A 5'AMTE LNAPT'R _I60 AP MGIRS NEE- 10 FEAFMNNS ANY IRON (PNMC 651 ASSD z N ME TAN pTTE1 KTSO AFEA O! PEEL BW-35C-1166) ^ANG CCMTRAC. YIALL lKS' LaaTKwS MY FLEKAENS OF 'NpfR(AroLfo 'IEmE. WITH THE RESFNV ECE uiury COPEAPPES i CCYIaTAD(TM COIISTPUCTION AS cAL1EG ION ON THESE cEN'S'cT WDL.'N' RE PERFORMED IN ACCORDANCE WIM All. CSNA REQUIREMENTS. LOT AND EASEMENT DIMENSIONS ARE SUP£CT )O FINAL PLAT L ER09011 CONFIDE MEASURES CµLED TOYONTHESE RUMS AND FICAnM'S NMCH MAI INULEE FL EP RNC.,5Ep1£NTnTiN -.'.I OR IFNPJRARY SEDAEM TRAP 5. NALL BE CGHSTRUCTED NW -'ABLE IN THE FCtrOMIG MOM AS REWIRED -.. RttK "IHSMUCTION pRRNRES :.FILTER FENL£. TENPDRARY CULWA S. 11ENPUS ASV SEDI.WATON BASINS AND OUTFML TAMDES. e 'MN WATER POND CONSTRUCTION. COUMA, 'XCAVATON AIN EMBANURNT (GRADING C011S1RIICTON). p SEED ", MULCH (SEE NOTE IA), i S.AM BALE BARTERS N "CUED MADEL AWAIL MFET.0 MELEE FN'UMES AB'fOIENT TD STORM YMER KING CONIPACIOR w- PFMDE AND MAINTAIN ALL EROSION 10 MEASURES A`_. Htl CW THESE PLANS AND 94GFlCAlYNs PLEMEIN AM, ADDED. EROBOD, GONTPW MEASURES MY m ONSEP 10 PROTECT ACWCEET PPMERtt. L EROSION CWTRL FAC IRIS SHALL BE WINTN14ED BY ME '.NO UNrRACTO! DURING CRANKS MmADM'. ANY TEMPO4ARY :.TES SEMI H ARE TO W REMOI£D AS CA -EL FOP Oi MESE PLANS .PEOMCATH N_ SHALL BE REM`£D BY ME UNAUNG CONTRACTOR i. DIRECTED BY THE NONEER. ME WADING CMTFiCTLN SHALL RESTORE THE- SUBSEQUENTLY OISTMREED AREA IN ACOM DANCE THESE PU!5 A11D SBU9— ATCNS. 'S THE PESPTyELI i! OF ME GANDHI CONMA'TX± t0 CH`3'oBE -:PE All TREEz SI.W%IWVSH OF OTHER INEMIS MAT INSTS '.II ME 1,11TH TpN AREAS. FRIES To SEN. SMILE BE NATED BY ME ENRNESS. '.YE A O GONTPEQKO 'ONTPSl TPyKO G TPASTOR iNµL SOELDLE ME AULS ENGNEEP 50 CERT6K'ATON OF ALL WITRyyED NLLS CAVE BE FLINKSHED TO ,WHET DURING AND UPON OEMPLEnNN OF ME PROJECT. ..N&TI TESTS SNAIL BE TMEM TO EVALUAT THE CNIACTtN MMIH STREETS. TRAVEL WAR ON PARItNG LOTS NEON NNE UPPER i FEES S EET MASEL Nn CA P @INC LOT IUBGSADE ME COMIRACIGt -n ALL NS1RE THAT ALL SOLE BE NOT MpE MAN USE PERCENTAGE POINT OWN THE S%'S STARMC BASCEM DBUIP. MBSMRE CCMENT " MAI COMPACNnN To A MRNNAOF FOM OF STANDAR PROCTw DENSITY, BE PRfWND. N APEA BROW ME .UPPER THREE FEET OT S1BGSADE OF ME'TREEIS MAKE WKR OR PARIWD LOTS THE L'INMACFM STALL INSURE THAT ALL SOILS BE NOT YORE THAN THREE PERCENTAGE PUNTS OVER THE SOIL S M-DARD PROCTOR SETMI. IARANRE CONTENT. AR MAT CUI CTLN To MNMWM OF 95K of STANDARD ANX:TM DENSITY BE AH"" ME MAIMING TOLDMµ.Y FOR THESE AREAS SN41 BE YDW OII Iz LOT MADING ANE /M ME PRP.RANON LY µ LDNC PADS IHI BE COINITREACTED M ACCORDANCE- NTH MEEE PUK. AM SPECIIEKSION,. ME MACING TEAERAW E W.. K 025E ALL ETRMpp METATEONS SHALE BE FEPEORLEC• IN NQVtDANCE MM ME NW-FNA DATA SEIT )9C'LAND DEKLVNENT AN CONTHOULED EMITNMYM' PRCNEMNG FEN A MINIMUM DE95T STANDARD.91'. CR AS O HEFNSE SEEM" BY THE CEO -TECHNICAL ENGINEER, 13 IN AREAS WHERE RETAKANO Wµ-S ARE PRPOSED ON CONINg1ED FILL ANEAS. A MINIMUM 95% STµDARO MUSTY SEEN TO BE ATTAINED NIERE BILL TKCNKSYS EACEED 10 BELOW HALL 10SHIM DN REYATp15, A NMEP MINIMUM ME 99: SHALE BE ATTAINED :A. SULENG PADS WOAN ON EMH LOT ARE FNISAL ONLY. ME DEPTH OF LONE PAL FROM MEAT TO BAy NAIL BE MALYO t`P.OUGNOJT THE FULL 'IM EN DE ME US' ON AS NECESSAR: .v HLON'. ONSMYCTW OF A SUILpR i ME PUN.. SOB TARO SETBAIXS. (WEEK TO ME PLANS FOR SEEPED SEMACI( DISTABNES.) IF LNSUITAKI SOIL CONDEMN MW E ENCNTITEM NMIN A PROPOSED NU IDING PA) THAI CANNOT BE CORRECTUO ON REMOVED, IT IS ME RESP'SNSIBUTY OF ME CONTRACTOR TO RTFY ME ENGNIVER CF ME CONDTNNS AND 1: LLICATE ME UMITS OF ME UNSUITABLE AREAS IS UNLESS OTHERWISE SPECMMELl NJTm. ME FDEIFEANG SITE NNYUNeCf 6 TWSOLPAND SHALL BE SEEMED YM YHMT h+H M[Ae1 TCIBS.IAOW SEEDED AREAS STALL BE MULINEO WM INDOT TIES I AT j TLfiSETN!ACRE AND qS ANCNEBED, SRlli11 AND MULNH: LHALL 6E CI.tYPLNMIN 2 WEEKS AREA EAR. MONMG OI4FAMNS ARE COMPLETED. ALL S-Mf5 THAT EYOED 31.) I:O SNALL BE SEFE D MM A MW FIBER BLANKET. FERtIUiFR $XP11 BE 5-5-!0 SO% I.N. OS CL ON 16. IT IS THE RESPONSI CITY OF ME CONEPACn]R TO KEEP PUBLIC STREETS. IRPYEL WAYS FAM IG LOTS AND MILS UAL�O FOR WDWSS AND D EGRESS FINK ME SIDE ENDS OF ORT 110 GIMP LFBM= NOCH I£SULYS E. SAID SEAANG cONslWIcnUN. :>. THE SEE .11 0. I.:LESA CE FOR MIGN E SEE SHOULD BE .].IFOR STPI ANO J:S TOM LAXIISCAPFO/OHN MFAS TE E SING IOPOFAARNr AND CONTOUR E EVATGHs UN TAT PLANS NEW PRONOFD BY JAES R MU_ NC. ON ONABWT W/M/Os ME XOSEE OF ACVRACY OF THE ESSi14 CCMTOMW 5NI)MI :N MD FLAN 15 EOUAL TO T USE HA_F ME COITOIR ATER'fAL A` CDNCRER MEET SID. J� 5' CONCRETE SIDEWALK SECTION (ALONG STREETS n ID F) ^$ o m.uea. RAMBLER SECTION (F) SCMN 7Sx—}—# 0'1�]M RHI le RAMRLFR LOOKOUT SECTION 10) RAMBLER SIOE LOOKOUT SECTION E �- �tl x,I.e..s x� ETA y ^9 Ilmot,. RAMBLER WiALK�T�C�ON(�1 RAMBLER SIDE WALKOUT SEC�ON (S�1 1 - � RECOMMENDED HOUSE TYPES SL R Or- Ii P L AMW :SETNL SIRE A. F I� A:N51EOY E BAN oDEAR CE xW2. L '1 Y11 R HB(A yVT SHIN, OR IKI NUH KS! �OIIrN eLaa Ts ro`Lic�`' u'e LmmxW ."...IN 4 x4yWF LOT- RPjEL EPNE ELE-DS, Fq PEA11 VASTEST .1 IS Kv .. MAX n,`NNU` M.iARN a..'. fw"�T,ewjx xu6 v s+e N ILIAIY.N 50.4'AAB(•KW AS 1 OF R!HSXED �) . ELEVe1NN III.. 1rAf4 I'JI QL Q-L4 � IMIXII LDI- FAISNED RYIf BLl'.TKN FxON MI AK . I K ANHEASE ANB v r 1. R:'H (M . ❑srLM $WO ' E-TION S IS. edlLc WAS i1Rrm fiRnao FIEVI,ttw :IwL E* SNOOP JA LuaW T LOT -.ME wK:i YSo AI FHE IIIS' OF NE .. IS 10 W....I IT 1. YSgP LLT RISE IO xDTAK .AeR NLL YNpUWS ..". PNPN - ME O.S' A ra ME AI mE REM OF T{ NOOSE. :F LWIWT LOT._ mE ry{plm GAR Ar MWIbI _ E SIDE OF M MA3 .S 10 6RMl NEU9E 1. NFVANN !M ME ON NwA'ieonlra 6WAR AG ATBoeEraPE w"P'AaM'li.11 FNE�' P,TE. KOIE ONf.��RNOt.-T. N Si MA.,FRPPNOLIY.. .�. AT M.1 E HOYZ TM Y &QR .IMFS UJ. A90K YNNEL EP ULD FUEr S N SIZE We A FRONT OF NW2 PROPOSED BUIUHNO SEE LOT APPAER wDPDsm CONTOUR�. 916 PROPERtt USE �920- / � Ewsnxc mNrouR swMACE ORINALL / fv.Tw 920.0 FINISHED MADE EL RWfY NEtO . Haug TEE SICL£SIEO GARAGE SIDE G 92H2O E1N15XED (YEAOE REVAP[N PRD?oSED OW YEMnY (fi)S SF.S) TYWCAL TROT )AR SETBAOc 30' (XWSE) FINISHED EIEI'ADON 2X 22 i LOT COMER EpONOSED PGW �-- EMSEDE MAX 268� CENIDHLNE-� - + 100• f STATION TYPICAL LOT N TWMN. 9 w, s.OANDA. NNATNUE�� x' SN. -T ft all -gip. _ NY®IC iMONW BNI A� ri:x vHCv o�wvaiA. xew ^'�^ r�� I I 41.::'. l:L'..J CITY OF CHANHASSEN RECEIVED JUN 0 4 2010 ALL -LJ SLOPES MUST BE EITHER SEEDED R/W CHANHASSEN PLAMMNG DEPT: ' k STABILIZED WITH WOOD FIBER BLANKET OR, IF 10 Q 9DDING, THE SOO SHALL BE STAKED (TAP.) LINE ' aOAAMC TOPSOIL I I sEx. -ENWSHED TRADING LAAOE t_#7N NOTE. AWATC PENON IT THE HOW AL BE i SEEDED NM rNE Nx Mr NO sIs SEED v' MISTURE. FINE AREA WIMM ME AQUATIC BENCH NEED OUT BE SEEDED Ill S O.E-FItJiSHED GROUND Tjp�$,jT (WAM[ICAL STORMWAER }�uNa TABLE �_j BASIN CROSS SECTION uATIaA S.8-GRADE CO FIECMN -- OMITS NOV-SBECI 8AC13H1 MAMMAL 1' SUITABLE ENAL 1 \ BORQI OF UNSUITABLE MATERIAL (70 BE KBFE➢ BY SOLS ENGINEER PPFM TO PUCENENT OF SELECT MATENI AUlILDING SITE & STREET SUB —GRADE CORRECTION DETAIL RENCHMARK BIG ll - FACE v 151 POWER POLE WEST OF DRJWWAY - N SIDE OF PIONEER TRAB - ELEV..- 310 4 NAM 88 DATUM OM 12 TOP ALUM R/'W MONUMENT d SOUTH PROPFRT'F LINE ON PROPOSED R/W ONE. -.... - a._EF , BB CATUMCANNED IAP HE IN I tot �" a zz OW F E 1 ,.,c i / - - o .,27 IX Wt B ✓ r '� � -t - 1 , � � m o `m Y• -�ANHASSEN - y , 1 �/ 1.`j , I. a �. ��•�� ',, \ - gEr;ENED 34la .1.. p T JUN 0 4 2010 ° : v m f1 i •,� W7�TB , !I / CHANHASSEN PLAii{�I�G DEFT i0 7R1 _ g 1 \ 3 f Yt 1 .�,1 1 - - - .ter ° / 51 ,L•�. �; •.` T \ `fib _ \ \''I 16 4 P 'Y �,� - .rl ��,'1, . ✓i � 11 I \GIs t \`- _ \ J � ''/ \�. 7-91 I 11 o ti.� 1 N�,� I 1 `. .. � `•\ sR , , ' weT cxeer ei P 10 ---- W710T C 'i oQ za - ;$ . It a :I. � 3 r \ � ;; - d'xowoxW:KTx l ♦ P_ + � S4i? - ' _ I: 4 i I , PRELIMINARY LANDSCAPE PLAN b V-S *-^cE� Y M1 mLi CONIFEROUS TREE PLANTING - SECTION aT LANDSCAPE DE7AILS, NOTES AND SCHEDULE' Lmullaye Notes bg .. r�.rwrrrwNlY+'Y�.�r.wrr.r../WwrAFa.rl ��� i bY,bMrrYYnr,rr.irYlrrY. r,�.pYW il.rr. rr 1 Y,Y,ir.YragMr W.r.YY.bri.,YY1W,.IrrlrW J Wr.r IYrYY.iYr. ..Ir.inrYr.r6s.Y.W.bY.4..Y�rYrrYr1.YW.. ,r,o�mNO � i r W,br..W rr./rw.brYrbbL l M,rW.rbrY W rr+rr ^�mr^ rY.r.Nn lrrrbrr.Trrrrrr.YYbr rY.rrr•�,arwrr.rrw.+r. mwvYR.Yw4E TY.V.. /. r.Yryl.rr,IrY.r N,rr. "[ / �.I.i wr�Y,....N..rr,YrWlrYYr,rw .Y.Ib. Y.Y.abY.,rgW rr.r,Y4i.r Nl vuwxu Y r rabr Y rrr w. rY.. r.ra .wi Yrr..rrV b�.../N�^MYYbr.rrb.r�i..rbl.^f.V.�6Y.Y. arYt teem®o YNi.Mwi.Yr..YYn�rrlrYl.�YY�brii..rlW.rY.. i,1.YYWrY4 Y—rmMm rw..rr.YT.Y1 frYbbrybYlrr`�,Yw.rY .'s G,r..r sM..^.rrerYYr^�Y. /..YY�r..rmrrbrr WrW MrYb.ilY,rry.Yr. v.r •I� wuw in.wr.r.rrr.+r'r'r^rr�rrrr.ra.rrw.rwrmrw ' wr.wrr.r....+.'rwrs. nr.rwr..W.r+r.Yrr.rvr..�r bm�umubYemr,bm rrrrrrrr..r. �... �. Y.m.Y.,r.oiN nn.+r.r..rr•r+""+rr..r..rrwYr.r..�wr...v..rrn� �rY.Ym,..rY,.., rw.r.Yr,rrr,rY.►.bar•..br.brr a rr. rsr b�+r...�`r rerrrr. b rr �r+..,rwrw r•r.r. 2 DECIDUOUS TREE PLANTING - SECTION at v<.se t��ww..r..r.rrrwo..rr.wrrrr.Y.�rr n.srr.rrrY.,►b�i �ti.Wrirrrrr—•,~rrrrrr..rrrtr rayr 1Wr.e.r.WbbYW PLANTING PALETTE: 70T11L1PFf6 REOL11iFD BV TREE eRE6BN�TION au TOTKTIlPD MOVKDTNa 0.111t MJ SCANNED CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 LETTER OF TRANSMITTAL DATE JOB NO. 11/23/10 2010-09 ATTENTION John Chadwick RE: Pioneer Pass TO: Mr. John Chadwick J. Edwin Chadwick, LLC 11430 Zion Circle Bloomington, MN 55437 WE ARE SENDING YOU ® Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter N ❑ Prints ❑ Change Order THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ® As requested ❑ For review and comment ❑ FORBIDS DUE the following items: ❑ Plans ❑ Samples ❑ Pay Request ❑ _ ❑ Specifications ❑ Approved as submitted ❑ Resubmit ❑ Approved as noted ❑ Submit ❑ Returned for corrections ❑ Return 11 ❑ PRINTS RETURNED AFTER LOAN TO US copies for approval copies for distribution corrected prints REMARKS John - Part II and Part III of the attached form needs signatures. Please return a copy of fully executed document to my attention. COPY TO: SIGNED:-�- Bob Generous, Senior Planner, (952) 227-1131 If enclosures are not as noted, kindly notify us at once. SCANNED Name(.) %toms en trout m me tax mtwn QS Vv An nnu 0suusvn rnrexwvui - Section S. Donated Property Over $5,000 (Except Certain Publicly Traded Securities) — List in this section only item (or groups of similar items) for which you claimed a deduction of more than $5,000 per item or group (except contributions of certain publicly traded securities reported In Section A). An appraisal Is generally required for property listed in Section 8 (see instructions). Part l I Information on Donated Prooe — To be completed by the taxpayer and/or the appraiser. 4 Check the box that describes the type of property donated: Arta (contribution of 820.000 or more) Qualified Conservation Contribution Equipment Art* (contribution of less than y2D,000) X Other Real Estate Securities Collectibles" Intellectual Property Other 'M iMatlea paintings. swinures. "h ratim. pints, eranklp5, CCrylt t9, armp . da athe art, lexlile9, (*Mcl . "wr. ran mar Awmts, Iistoi I mencrabilia, and ouxtr slmaLr oblem. "Celbcti,in tr:dude coins, &lamps, rooks, dorm, owaby, sports, Memorabilia, dolls, etc., Det rot an as :11(kx i abnw. u _._. — __—:_ _____ .._.. �.._. _ -_� _ .....,:a ....... i—I nt th. nrnroAv Con imfrtrtinns_ Hater: mr cYr[an: r.eses uu n,uat a%.«-u a ann„=� a S (a) Deeulptv>n of dnnaletl propery (d yea Mad moo ace. aeaeh a 9 rota ski A 18 ACRES OF FARM LAND -- (b) If torfggiWe prdperry Wa3 donale0, g:w a b'ml &WnmOry of the psaraM ice/ cMWtier: or ale trope al are time of Mre 'a (e) Appraised fair market vah! 540,000. B C D See Instructions (h) Meaux dalmed as a dedactlem (n AvW7 trading pdpe of &ad'nntl9a (d) Date dmolted by (a) flowacWired ey donor (f) Di-1 Or adlusled basis (9) For Wrgain sales, m aMer ew,l Mcelved A Various Purchase B C 0 Part 11 J Taxpayer (Donor) Statement — List each item included in Part I above that the apprelsal IDenunCs as manna a value of S50t) or less. See instructions. 1 declare that the following item(%) included in Part I above has to the bast of my knowledge and belief an eppralsed value of not more than M (per item). Enter identifying letter from Part I and describe the specific item. (See imtrlxtiora)- r I declare that I am not the donor, the donee, a party to the transaction in which the donor acquired the property, employed by, or related to arty of the foregoing persons, or married to any person who Is related to any of the foregoing persons. And, if regularly used by the donor, donee, M party tog transaction, I performed the majority of my appraisals during my tax year for other persons. Also, I declare that I hold myself out to the public as an appraiser qualifications as described in the appraisal, I am qualified to make fees were not based on a percentage of the appraised property v: the property value as described in the qualified apppprraisal or this F abetting the understatement of tax liability)- In audit, 1 urxdersh appraisal of the value of the property that.I know, or reasonably s ma subject me to the Penalunder section 6695A. I affirm that I Office of Professional Responsibility. Sign Here I Signal" aralness address pncludlng room a sulk no.) or perform appraisals on a regular basis; and that because of my appraisals of the type of property being valued. 1 certify that the appraisal due. Furthermore, I understand that a false or fraudulent overstatement of Dnn 8283 may subject me to the penalty under section 6701(a) (alding and Intl that a substantial or gross valuation misstatement resulting from the hould know, would be used in connection with a return or claim for refund, have not been barred from presenting evidence or testimony by the Data ► .am Part Ili Donee Acknowledgment To be completed by the charitable organization. This charitable organization acknowledges that it is a qualified organization under section 170(c) and that It received the donated property as described in Section B, Part 1, above on the following date - 11/19/10 (Dale) Furthermore, this organization affirms that in the event it sells, exchanges, or otherwise dishes of the property described in Section S, Part I (or any portion thereof) within 3 years after the date of receipt, it will file Form 8282, Donee Information Relum, with tlx RS and give the donor a copy of that form. This acknowledgment does not represent agreement with the claimed fair market value. n...e th. :-. -A 1,..... thn nrnnortur for an ,mrx,WM use/. 11- Yes X No Morass (n,mber. %Vaal and roam m suite re.) Uarr 7700 MARKETc BLVD PO BOX 147 Cry p H MSSEN HN. 55317 =.� v- I /i- 23— o FMIS12L otiosity Form 8293 (Rev 12-2005) SCANNED CITY OF CHANHASSEN September 27, 2010 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Mr. Brent Hislop, Managing Partner Administration Synergy Land Company, LLC Phone:952.227.1100 P.O. Box 470 Fax: 952.227,1110 Chanhassen, MN 55317 Building Inspections Dear Mr, Hislop: Phone: 952.227.1180 Fax:952.227,1190 The development contract for Pioneer Pass Ist Addition includes the transfer of Engineering 8.71 acres of land (Outlot E) to the City of Chanhassen for use as a public park. Phone:952.227.1160 This transfer of property is being accomplished through the dedication of Fax:952227.1170 5.2 acres of land and ponding area and the cash purchase of 3.51 acres of land for $289,920.74. Finance Phone:952.227,1140 The successful transfer of Outlot E to the City of Chanhassen satisfies all park Fax:952.227.1110 dedication and park fee requirements for the 94 single-family lots. No Park & Recreation additional park dedication or park fees are applicable to the future development Phone: 952.227.1120 of Outlot C Pioneer Pass. Fax: 952.227.1110 Sincerely, Recreation Center r) 2310 Coulter Boulevard '0_0t 1/r , Phone:952.227.1400 Todd Hoffman Fax: 952.227.1404 Park and Recreation Director Planning & Natural Resources TH:k Phone:952.227.1130 Fax:952.227.1110 c: Kate Aanenson, Community Development Director Paul Oehme, City Engineer/Public Works Director Public Works 1591 Park Road Greg Sticha, Finance Director Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952227.1110 Web site www.cI chanhassen.mn.us Chanhassen is a Community for Life - Providing to(Today and Planning for Tomorrow v CITY RECEN�� SSEN Document No. OFFICE OF THE A 529110 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $46.00 Receipt# Certified Recorded on 11/1712010 at DEC 2 7 2010 III (IIII III ENGINEEIIJG DEPT. (IIII III CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA INTERIM USE PERMIT #10-09 11:23 AMOPM 4unty 7ecorder gren Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants an interim use permit for the following use: Interim Use Permit to allow site grading prior to final plat approval based on the plans prepared for the Pioneer Pass development. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: The East Half of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, Carver County, Minnesota, EXCEPT that pan taken for highway purposes described as Parcel 60 of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 recorded as Doc. No. 393960 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and the following conditions: a. A SWPPP specific to this site shall be prepared and submitted to the City and Carver SWCD (18-40). b. The erosion control and grading plan must be amended per Preliminary Plat comments. c. The Wetland Alteration Permit conditions must be met. d. A phasing and sequence plan must be prepared and submitted. SCANNLu e. The grading operations must follow the preliminary grading plan as approved by City Council. f. The applicant must submit a $36,500 erosion control security before grading can commence. g. The applicant must obtain permission for any off -site grading. h. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limit. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, NPDES, Dept. of Health, Carver County, MnDOT and Watershed District. j. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. k. Erosion control measures must be installed and inspected prior to grading. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Fa Dated: July 12, 2010 C] TY OF CHANHASSEN 0 M. STATE OF MINNESOTA A. Gerhardt, City Manager (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the CI f Ch hassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 gAplan\2010 planning caseAl0-09 pioneer pass\iup.doc ►.� �.� .tea.__ .i KAREN J. ENGELHARDT �+ 9e Notary Public -Minnesota My COmmlaalpn Eeplrea Jan 31, 2015 A DCCUIIwnt No. OFFICE OF THE A 52 910 9 COUNTY RECORDER CARVER COUNTY, MINNESOTA CITY OF CHANHt?SSEN Fee: $46.00 Receipt# DEC 2 7 2010 Certified Recorded on 11/17/2010 at 11:23 MQ PM '4to4 ENGINEEiIiJG DEPT. IIIII IIIIIII III I III nren � Countyder CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT AND VARIANCE #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit to permit development within the Bluff Creek Overlay District with a Variance for encroachment into the Primary Zone to grade and construct a stormwater pond and wetland mitigation in conjunction with the Pioneer Pass development. 2. Property. The permit is for the following described property ("subject property") in the City of Chanhassen, Carver County, Minnesota: The East Half of the Northeast Quarter of Section 27, Township 116 North, Range 23 West, Carver County. Minnesota. EXCEPT that part taken for highway purposes described as Pa1cct 60 of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 recorded as toe. No. 393960 3. Conditions. The permit is issued subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland must be protected at all times from impact. b. Every reasonable effort must be made to avoid impacting more area than need be. Where desirable native vegetation is present, avoidance should occur unless to do so would prevent the applicant or their agent from fulfilling the intent of the encroachment. c. Sign age shall be posted at the property comers indicating the Bluff Creek Overlay District boundaries. The applicant and City shall work together to best determine location, aesthetic and message. SCANNED d. Bluff Creek shall be shown and identified on the plan set. e. Vegetative enhancement will be needed within the Bluff Creek Overlay District in addition to the mitigation area. This area shall be planted with a native seed mix appropriate to the area. Trees shall be planted on the south side of the pond for temperature control as well as screening from the residences. f. The SWPPP, erosion control and grading plans shall be revised to include all erosion and sediment best management practices. g. The outlet for Pond 6 is to be moved so that the discharge point is approximately 75 feet from the proposed location. The FES can then be pulled back so it remains outside of the BCOD. Energy dissipation and soil stabilization best management practices such as ScourStopTM, Erosion Control Blanket P42TM or similar shall be used in addition to rip - rap (18-62). h. The applicant shall develop a restoration plan including native plants for the Bluff Creek Overlay district north of Block 1. The plant species shall be selected from the Bluff Creek Management Plan Appendix C. The final plan must be reviewed and approved by the city before installation. i. Signage for the Bluff Creek Overlay District must be posted on every other property comer and at major lot angle changes where residential yards meet the primary zone. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. 2 Dated: July 12, 2010 STATE OF MINNESOTA ( ss COUNTY OF CARVER CITY OF CHANHASSEN By L Thomas A. Furlong, Ma r By: Z 41 f\�i' lh— X'odd Gerhar t, 1ty Manager 14 The foregoing instrument was acknowledged before me this A,3&4&y of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Cit f ChaWrassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 g:\plan\2010 planning casesV 0-09 pioneer passkup with varianceAm Notary lic It ARENJ.ENGELHARDTNotary Public -Minnesota ComiMsabn �1196 Jan 31, 2015 CITY OF CHANHASSEN DEC t 2010 ENGINEERING DEPT. CITY OF CHANHASSEN GdZ.CC�; NE70 2-010 - °9 Document No. OFFICE OF THE COUNTY RECORDER A 529108 CARVER COUNTY, MINNESOTA Fee: $46.00 Receipt#' Certified Recorded on 1111712010 at 11:23 Z AM O PM Ns �91os 'I���IIIII�IIIIII Co tyRecorde, DEC 2 i' 2010 CITY OF CHANHASSEN ENGINEERING DEPT. CARVER AND HENNEPIN COUNTIES, MINNESOTA WETLAND ALTERATION PERMIT #10-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a wetland alteration permit for the following use: To fill and mitigate wetlands within the Pioneer Pass development. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: The East Half of the Northeast Quarter of Section 27. Township 116 North, Range 23 West, Carver County, Minuesota, EXCEPT that part taken for highway purposes described as Parcel 60 of MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-20 recorded as Doc. No. 393960 3. Conditions. The Wetland Alteration Permit was approved subject to plans dated June 4, 2010 prepared by James R. Hill, Inc. and subject to the following conditions: a. Wetland I must be shown on the plans (18-40). b. Mitigation Area #1 must be revised to equal the 20,909 square feet of new wetland credit approved in the 2006 wetland replacement plan. C. Wetland buffer must be extended around the mitigation area to achieve no less than 20,473 square feet and cannot include any portion of the pond. d. A detailed wetland alteration and replacement plan needs to be developed that meets the requirements of Minnesota Rules Chapter 8420.0528. this should include, at a SCANNED minimum: 1) Two cross -sectional views and a plan view; 2) A detailed planting schedule; 3) A detailed vegetation management schedule including any mowing, herbicide application, and performance goals (note: this should include the buffer area as well as the created wetland); 4) A discussion of the soils as it pertains to their adequacy in wetland creation; and 5) A discussion of hydrology as it is not conclusive that there will be adequate hydrology to take on wetland characteristics. e. A five-year monitoring plan must be developed and submitted to the City for review and comment per Minnesota Rules 8420.0810. This monitoring plan will require the placement of shallow water monitoring wells as the intent is to create a type 1 wetland. f. A letter of credit or other surety equal to 110% of the construction cost will be required. This can be released upon the issuance of a Certificate of Compliance with Wetland Replacement Plan. g. The wetland area should use BWSR seed mix WTI for any temporary seeding. h. An as -built survey must be provided to the City for review and approval prior to final seeding of the area. i. Yellow tags shall be provided to the City after the area has been seeded. j. The planting schedule and vegetation management plan shall incorporate the buffer area as well. k. The selected contractor and applicant must also provide the City with a signed Board of Soil and Water Resources "Contractors Responsibility and Landowner Statement Form. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. 2 Dated: July 12, 2010 STATE OF MINNESOTA (ss COUNTY OF CARVER CITY OF CHANHASSEN By: IL�Q( Thomas A. Furlong, Un Gerhardt, City Manager The foregoing instrument was acknowledged before me this o734ay of 2010, by Thomas A. Furlong, Mayor and Todd Gerhardt, City Manager, of the Ci f Ch assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to a thority granted by its City Council. CGLC.vv �c�f/y o ry Pub t DRAFTED BY: City of Chanhassen T7700 Market Boulevard \�/ taP.O. BOX 147 \ I#mKA'EN 2015 Chanhassen, MN 55317 (952)227-1100 g:\plan\2010 planning cases\10-09 pioneer pass\wap.doc