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CAS-06_LAKESIDE FOURTH ADDITION (LAKESIDE TWINHOMES)Status Report Wednesday, July 01, 2015 Plan Jul 2000 M'ffl t 2000 Se tember2 0 M T W T F T F S S M T W T F S 2 3 4 5 1 .2...3.. 4...5_5...7 _8 .9 ..ill i112........................8....1 12 13 14 15 i6 17 18 19 10 11 12 13 145i9'ii iB i9 202122 3 N 25 29 17 18 19 20 21 22 23 0 3i 242.......................... ............................. Securities IBtart Due S P Category Description I 7/1/2015 7/l2015 ® Escrows 0 Cash Escrow Lakeside Twinhomes (lakeside 4th Addition and lakeside 5th Addition) Site Plan Permit 2010-06 (Ron Clark Construction & Design) $25,200 (22 units at $1,146 per unit) Time of Performance: October 30, 2015 Notify Bob Generous - Check status annually on September 1 st 7/8/1 I - Notified Bob/Jill. Check status 9/1/11. Kim 9/6/11 -Notified Bob/JM. Kim 9/15/11 -Notified Bob/Jill. Kim 9116111 - Per Bob, none of the units have certificates of occupancy. Check status 6/1/12. Kim 6/12/12-Notified Bob/Jill. Kim 629112 - Per Bob check status in June 2013. Kim 7/11/12 - Per Jill townhomes are still under construction, landscaping incomplete. Check status 9/10/12. Kim 9/10/12 -Notified Bob. Kim 6/6/13 -Notified Bob. Per Bob, extend until 6/l/14. Kim 62/14 - Notified Bob. Kim 6/3/14 - Jill inspected site. 4 dead trees in 4th Addition. 6 dead trees in 5th Addition. All most be replaced and inspected before release. km 9/18/14 - Notified Jill. Per Jill trees not yet replaced. Continue to hold escros. Check status 7/l/15. Kim 10/9/14 - Per Jill/Bob, ok to release escrow. Notified Finance Department. Check to be issued 10/16/14. Activity closed. Kim o tm.ow.cpn.t cm 1WW2014 e18:e4 nu s=SWUSP'PftrIY SCANNED P�1 Status Report Wednesday, July 01, 2015 Plan 2 Au ust 2000 Se Iem5er2000 S T F S S M T W T F S S M T W T F 1 1 2 3 4 5 1 2 2 ..3 .. ,5.. S...f..8 s..7 .. 8...9 ..1011' 12 T..4 ..5...0... 7...8...9 9..f6 �11 12'1314.. 1314 15 1fi {7 18 19 10 11 1§ 1 14 i5 16 16 17 16 19 20 21 22 20 21 25'28 2436 26 1] 1510 2d 21 22 n 23'74 25.2fi.7f.26+29 2.1.20..29..'30�.31....... 24.2$..26 �].28.,29.36 ..31... •u4.. ... ... Securities IStart Due S P Category Description "t 7/1/2015 7/t/2015 F Escrows 0 Casb Escrow Lakeside h Addition 4t (lakeside 4th Addition and lakeside Sth Addition) Site Plan Permit 2010-06 Construction & Design) 1 $25,200 is c : Octo per unit) o Performance: October 30, 2015 Notify Bob Generous - Check status annually on September 1 st 7/8/11 -Notified Bob/Jill. Check status 9/1/11. Kim �T` /A}Y ^Un"l,�tf 9/6/11 -Notified Bob/JM. Kim 9/15/11-Notified Bob/Jill. Kim 9/16/11 - Per Bob, none of the units have certificates of occupancy. Check status 6/1/12. Kim i 6/12/12-Notified BOb/JIL. Kim 629112 - Per Bob check status in June 2013. Kim 7111/12 - Per Jill townhomes are still under construction, landscaping incomplete. Check status 9/10/12. Kim 9/10/12 -Notified Bob. Kim 616/13 -Notified Bob. Per Bob, extend until 611/14. Kim 62114 -Notified Bob. Kim 6/3/14 - Jill inspected site. 4 dead trees in 4th Addition. 6 dead trees in 5th Addition. All must be replaced and inspected before release. km 9/18/14 - Notified Jill. Per Jill has not yet replaced. Continue to hold cactus. Check status 7/1115. Kim ............................................................................................................................................................................................................................ ............................................................................................................................................................................................................................ ........................................................................................................................................................ 1 elua.o.,wym.Ycmy. lnwmum&� m ssinw P=r My pw^ Meuwissen, Kim From: Sent: To: Subject: Yes, release the entire amount. Sinclair, Jill Thursday, October 09, 2014 8:53 AM Meuwissen, Kim RE: Lakeside 4th & 5th Escrow release Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Meuwissen, Kim Sent: Thursday, October 09, 2014 8:23 AM To: Sinclair, Jill Subject: RE: Lakeside 4th & 5th Escrow release Cash Escrow in the amount of $25,200. Are we releasing the entire amount? Finance can probably cut a check today. Kim Meuwissen Sr. Communications/Administrative Support Specialist 952-227-1107 kmeuwissen(aci. chanhassen.mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 Find us on Facebook From: Sinclair, Jill Sent: Thursday, October 09, 2014 8:21 AM To: Meuwissen, Kim Subject: FW: Lakeside 4th & Sth Escrow release Hi Kim, Was this a cash escrow or a LOC? Their re wondering how long it will take. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Mike Roebuck [mailto:mike(a)ronclark.com] Sent: Wednesday, October 08, 2014 3:12 PM To: Sinclair, Jill Cc: Smith, Stephanie Subject: RE: Lakeside 4th & 5th Escrow release Hi Jill, Thank you for the release. Is there anything else I need to do? Please let me know what the timing will be for the release. Thank you! Michael R. Roebuck President Ron Clark Construction 952.947.3022 Direct 952.947.3015 Fax Mike @ronclark.com www.ronclark.com From: Sinclair, Jill[mailto:isinclair(a)ci.chanhassen.mn.us] Sent: Wednesday, October 08, 2014 2:28 PM To: Mike Roebuck Cc: Smith, Stephanie Subject: RE: Lakeside 4th & 5th Escrow release Hi Mike, The landscaping is complete at Lakeside 41h/51h. The landscaping portion of the escrow can be released. Thanks, Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Mike Roebuck [mailto:mike(a)ronclark.com] Sent: Monday, October 06, 2014 2:44 PM To: Sinclair, Jill Subject: RE: Lakeside 4th & 5th Escrow release Jill, Ok, I will wait to hear from you. Thanks Michael R. Roebuck President Ron Clark Construction 952.947.3022 Direct 952.947.3015 Fax Mike @ronclark.com www.ronclark.com From: Sinclair, Jill(mailto:jsinclairCobci.chanhassen mn.us] Sent: Monday, October 06, 2014 10:46 AM To: Mike Roebuck Subject: RE: Lakeside 4th & 5th Escrow release Hi Mike, No, I don't think that's necessary. Thanks, Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Mike Roebuck (mailto:mike(dronclark.com] Sent: Monday, October 06, 2014 9:32 AM To: Sinclair, Jill Subject: RE: Lakeside 4th & 5th Escrow release Hi Jill, Would you like our in house residential property manager Sarah Evans to be present for the inspection? Thanks Michael R. Roebuck President Ron Clark Construction 952.947.3022 Direct 952.947.3015 Fax Mike @ronclark.com www.ronclark.com From: Sinclair, Jill[mailto:isinclair(abci.chanhassen.mn us] Sent: Monday, October 06, 2014 8:25 AM To: Mike Roebuck Subject: RE: Lakeside 4th & 5th Escrow release Hi Mike, I will be out to do a final inspection asap and will contact you after. Jill Sinclair Environmental Resources Specialist City of Chanhassen 952-227-1133 From: Mike Roebuck (mailto:mike0ronclark.com] Sent: Thursday, October 02, 2014 2:36 PM To: Sinclair, Jill Subject: Lakeside 4th & 5th Escrow release We have been working with the City staff over the summer to clean up any outstanding issues in order to get approval to release our escrow for landscaping & erosion control for the Lakeside 41h & 5" Addition. I believe all issues have now been completed and approved per the below email chain with the possible exception of the tree at 52 Lake Riley Trail. That tree, per our attachment, was planned to be replaced but the homeowner in that unit has specifically requested that it not be replaced so we have not replaced it due to their request. Could you please get back to me if there are any other outstanding issues as soon as possible, we would like to get this wrapped up this fall. Thank you for your help. Michael R. Roebuck President Ron Clark Construction 952.947.3022 Direct 952.947.3015 Fax Mike @ronclark.com www.ronclark.com From: Ferraro, Steve[mailto:SFerraroC�ci.chanhassen.mn.us] Sent: Thursday, October 02, 2014 10:09 AM To: Mike Roebuck Cc: Smith, Stephanie Subject: Lakeside 4th & 5th Trees Hello Mike, I apologize for the delay in a reply. Stephanie is correct I am handling escrow/LOC reductions for ones the Engineering Dept holds. I looked into our files and I show our Engineering Dept is holding an escrow of $ 2,520.00 for 20% of the storm for Lakeside 4t'. The escrow I think you are referring to, the one you would like reduced is for the trees and erosion control. The Planning Dept is holding that escrow and you should be contacting them directly to get this resolved. I know Jill Sinclair is out until next Monday. But I would suggest contacting her directly. Regarding the tree in the front yard of 52 Lake Riley Trail, our city code states there must be a tree planted in the front lawn. So if that tree was not planted I believe it must. Please double check with Jill. Her contact info is: isinclair@ci.chanhassen.mn.us or 952-227-1133 Thank you, Steve Ferraro Construction Manager Engineering Tech IV City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Office t# 952-227-1166 Cell # 763-286-1623 From: Smith, Stephanie Sent: Thursday, October 02, 2014 9:12 AM To: Mike Roebuck Cc: Ferraro, Steve Subject: RE: Lakeside 4th & 5th Trees Mike, I've cc'd Steve Ferraro on this email, so you can follow up with him. I have also attached his contact card. Ferraro, Steve City of Chanhassen (952) 227-11N V;ork SFerraro *d.dw"ssen.rm.us 7700 Market Blvd Chanhassen, MN 55317 Thank you, Stephanie From: Mike Roebuck [mailto:mikeCalronclark.com] Sent: Tuesday, September 30, 2014 5:26 PM To: Smith, Stephanie Subject: Lakeside 4th & Sth Trees Stephanie, I have heard nothing back from the city on our release of escrow after we replaced all the required trees per my email and attachment that was sent to you on 9/11/14. 1 would like to get this cleared up and released this fall. Any assistance would be appreciated. If I am to follow up with Steve Ferraro please send me his contact information. Thanks Michael R. Roebuck President Ron Clark construction 952.947.3022 Direct 952.947.3015 Fax Mike @ronclark.com www.ronclark.com This email has been scanned for email related threats and delivered safely by Mimecast. 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For more information please visit htto://www.mimecast.com CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/29/2010 1:48 PM Receipt No. 0134230 CLERK: bethany PAYEE: Ron Clark Construction Lakeside Twinhomes, 2010-06 ------------------------------------------------------- Security Escrow 25,200.00 Total Cash Check 334507177 Change 25,200.00 0.00 25,200.00 0.00 a� LAI +g ll+ -�Wr unc-� SCANNED PURPOSE/REMITTER: RON CLARK CONSTRUCTION ®bank CASHIER'S CHECK Five 51ar.Scrviie G,�.I dt*r a PAY TWENTY FIVE THOUSAND TWO HUNDRED DOLLARS AND 00 CENTS TO THE ORDER OF: CITY OF CHANHASSEN Location: 334 EDEN PRAIRIE U.S. Bank N]II Ass iatim Mimeapnlis, MN 55480 N0.334507177 93-38 929 DATE: JULY 26, 2010 $ 25,200.00 NON NEGOTIABLE _ AUTHORIZED SIGNATURE {CANNED CITY OF CIIAlIIMSEN February 21, 2013 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Jana Castillon Phone:952227.1100 Associated Bank Fax 952.227.1110 7760 France Ave S # 124 Building Inspections Bloomington, MN 55435 Phone: 952.227.1180 Fax: 952.227-1190 Re: 76 Lake Riley Trail Lot 2, Block 1, Lakeside 0 Addition Engineering Phone: 952.227.1160 Dear Ms. Castillon: Fax: 952.227.1170 Finance This letter is to confirm that the City of Chanhassen holds a security for the Phone: 952227.1140 installation of site landscaping for the above -referenced property. This security was Fax: 952.2271110 taken as required by Site Plan Permit #2010-06 dated April 12, 2010 between the City of Chanhassen and Ron Clark Construction and Design. Park & Recreation Phone:952,227.1120 If you have any questions or need additional information, please contact me at (952) Fax: 952,227.1110 227-1131 or bgenerousna.ci.chanhassen.mn.us. Recreation Center 2310 Coulter Boulevard Sincere PFax:952.227.14040 Fax: 952.2271404 Planning & Robert Generous, AICP Natural Resources Phone:952.227.1130 Senior Planner Fax: 952.227.1110 RG:ktm Public Works 7901 Park Place g9plan\2010 planning cases\10-06 lakeside fourth addition (lakeside twinhomes)\letter verifying landscape security 76 take riley Phone: 952.227.1300 tr doc Fax:952.227-1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow 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, Ill Aline Schwartz Samuel J. Edmunds Marguerite M. McCarron 1380 Corporate Center Cur Suite 317 • Eagan, MN 551.' 651-452-5000 Fax 651-452-5550 www.ck-law.com CAMPBELL KNUTSON Professional Association Direct Did: (651) 234-6222 E-mail Address: sne1son@ck4aw.com September 20, 2011 RECEIVED Ms. Kim Meuwissen S E P 2 1 2011 City of Chanhassen 7700 Market Boulevard CITY OF CHANHASSEN P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN — RECORDATION OF DOCUMENTS ➢ Site Plan Permit #10-06 —Lakeside Twinhomes Ron Clark Construction and Design (Lot 1-10, Block 1; Lots 1-6, Block 2; Lots 1-6, Block 3; and Outlots A and B, Lakeside Fourth Addition) Dear Kim: Enclosed for the City's files please find original recorded Site Plan Permit #10-06 with Ron Clark Construction and Design for Lakeside Twinhomes, which was filed simultaneously with the Lakeside Fourth Addition final plat on August 20, 2010 as Abstract Document No. A523695. Regards, CAMPBELL KNUTSON Professional Association us n R. Nelson, gal sistant SRN:ms Enclosure SCAMMEO I Document No. A 523695 OFFICE OF THE COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee $46 00 Certified Recorded on 8/20/2010 1111111111111111111 CITY OF CHANHASSEN SITE PLAN PERMIT # 10-06 LAKESIDE TWINHOMES SPECIAL PROVISIONS Receipt#: at 01:22 ❑4� PM Mark nd Cou ty R rder AGREEMENT dated April 12, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Ron Clark Construction & Designi MWOWDOU a/k/a Ron Clark Construction and Design (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 22-unit twin home project in the Lakeside development (referred to in this Permit as the "project"). The land is legally described on the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Pioneer Engineering, dated 04/23/10, revised 07/01/10 and 07/9/10. Plan B— Grading, Drainage and Erosion Control Plan prepared by Pioneer Engineering, dated 04/23/10, revised 06/23/10, 7/1/10 and 7/9/10. Plan C—Landscaping Plan prepared by EarthWise, dated 3/30/10. Plan D—Utility Plans prepared by Pioneer Engineering, 04/23/10, revised 4/30/10, 06/23/10, 7/1/10 and 7/9/10. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $25,200.00 (boulevard restoration, erosion control and landscaping). PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Ron Clark Construction & Design Attn: Mike Roe 7500 West 78" Street Edina, MN 55349 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 22-unit twin home project in the Lakeside development subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. c. Building Official Conditions: 1. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 4. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 8. General Conditions. The general conditions of this Permit are attach hereto and incorporated herein as Exhibit "B". CITY BY: I L­.+ H Thomas i .Furlon��p AND: rstil odd Gerhardt, City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisL/aday of 2010, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of th City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOT LI KAREN J. ENGELHARDT 99; Notary Public -Minnesota :' - ` My Co misslon Expires Jan 31. 2016 kE C.,.Z'RId 6 AP4 DEVEL " : I?O ad C (,AKk Cox[ SrA Q G>i 0-7v and Design BY: Its CEv STATE OF MINNESOTA ) (ss. COUNTY OF e .lJe F ,, The foregoing instrument was acknowledged before me this a 6 day 0 2010 by Ronald Clark, a CEC of R.E.C., Inc, a Minnesota corporation, Cl/ Ron Clark Construction and Design. ,>` � CHERYL JEANENE WDLD U Notary Public -Minnesota NOTARYAMLIC ...: My Commission Expires Jan 31, 2015 DRAFCED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 EXHIBIT "A" TO SITE PLAN PERMIT #10-06 LAKESIDE TWINHOMES Leeal Description of Proiect Property: Lots 1 through 10, inclusive, Block 1; Lots 1 through 6, inclusive, Block 2; Lots I through 6, inclusive, Block 3; and Outlots A and B, Lakeside Fourth Addition, according to the recorded plat thereof, Carver County, Minnesota. CITY OF CHANHASSEN SITE PLAN PERMIT EXEiIBIT nB'# GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. B-1 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attomeys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporaryjob site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severabiliri. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordin¢. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every IM right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 am. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. CONSENT Owners of all or part of the subject property, the development of which is governed by foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to the provisions as the same may apply to that portion of the subject property owned y 1 Dated this_ day of STATE OF M04NESOTA ) (ss COUNTY OF ) 2010 The foregoing instrument was acknowledged bef me this day of 2010, by NOTARY PUBLIC DRAFfE: City of Chafihrisen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-I100 by MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT / which holds a mortgage on the subject property, the d foregoing Site Plan Agreement, agrees that the Site Plan effect even if it forecloses on its mortgage. Dated this _ day of .2010. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument 2010 by DRAFTED City of Cha 7700 Markt P.O. Box 1) Chanhas^ MN 55317 (952)2 1100 of which is governed by the shall remain in full force and acknowledged before me this _ day of NOTARY PUBLIC r November 4, 2010 CITYOF Ms. Jeana Livingston CIISSEN Senior Loan Administration Officer Commercial Real Estate 7700Market Boulevard U.S. Bank PO Box 147 BC-MN-H03A Chanhassen, MN 55317 U.S. Bancorp Center 800 Nicollet Mall, 3rd Floor MN 55402 AdministrationMinneapolis, Phone: 952,227.1100 Fax:952.227.1110 Re: Lakeside 0 Addition (the "project") — Planning Case 2010-06 City of Chanhassen, Carver County, Minnesota Rm: %2.227.1180 Dear Ms. Livingston: Fax 952227.1190 4 This office has been requested to confirm certain facts and circumstances Phone:952.2271160 concerning the current zoning, land use, and code compliance status of the above- Fax:952.227.1170 referenced project. In furtherance of that request, we hereby confirm and advise you as follows, to wit: Fnarce PFax:952..27.1110 Fax: 952.227.1110 1. The above -referenced project is located within the corporate limits of the City of Chanhassen, Hennepin and Carver Counties, Minnesota. Accordingly, the Park & Recreaton building and other improvements comprising the project are under the Phone:952,227.1120 jurisdiction and are required to comply with the building codes, ordinances Fax:952227.1110 and regulations of the City of Chanhassen, Carver and Hennepin Counties, Minnesota. Recreation Center 2310 Coulter Boulevard Phase:952,227.1400 2. The project currently is located in a district with zoning classification of Fax:952.227,1404 Planned Unit Development — Residential District, PUD-R, and a comprehensive plan designation of Residential High Density. The zoning Planning& . classification is consistent with the comprehensive plan designation. A copy Natural Resources Phone: 952.227.1130 of the zoning district regulations is enclosed. Fa: 952.227.1110 3. Any further amendments to the zoning ordinance applicable to the project will PublicWaks be consistent with the aforesaid comprehensive plan designation at 1591 Park Road all times. Phase:952.227.1300 Fax:952.227.1310 4. The proposed use of the project for twin home use is a permitted use under the Sella Center aforesaid zoning classification and is consistent with the aforesaid Phone:952.227.1125 comprehensive plan designation. Fax 952.227.1110 5. The project's proposed use, as described above, complies with the above - Web Site wrrw.ci.clanhassen.rm.us stated current zoning classification and all current zoning requirements and regulations applicable thereto, and also complies with the above stated comprehensive plan designation and all requirements applicable thereto. Chanhassen is a Community for Life - Prov ft for I* and PINinil faTanarow Ms. Jeana Livingston November 4, 2010 Page 2 6. The project, Planning Case #10-06, was approved by the City Council of the City of Chanhassen on April 12, 2010, for the following: An amendment to the PUD Design Standards for Lakeside; Preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3; and Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development. 7. On May 24, 2010, the Chanhassen City Council approved thermal plat for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. 8. All utility services are available to said property including water, sanitary sewer, storm water, electric, gas, and telephone in sufficient capacity for the project. 9. The project is located in Flood Zone C, which is not an area of high hazard for flooding and is considered an area of minimal flooding, Community Panel Number 27005 0010 B, effective July 2, 1979. 10. There are no pending applications, staff -initiated recommendations or administrative actions to change or amend the current zoning ordinance or zoning map or comprehensive plan so as to modify the permitted uses of the land upon which the project is located or which would affect or impose additional conditions on the above -described current use of the project or any tenant improvement, if any, remaining to be constructed at the project. 11. The Project complies with the subdivision ordinances affecting it and can be conveyed without the filing of a plat or replat of the Project. This information was researched by the undersigned on request as a public service. The undersigned certifies that the above information is believed to be accurate. However, neither the undersigned nor the City assumes liability for errors or omissions. All information was obtained from public records which may be inspected during normal business hours. Should additional information be required of this office concerning the project, you may contact the undersigned. Sinc ly, NV Robert Generous, AICP Senior Planner Enclosure o3Na� i Adopted July 24, 2006 Amended 11/26/07 Amended 4/12/10 DEVELOPMENT DESIGN STANDARDS Lakeside Development Standards a. Intent The purpose of this zone is to create a PUD for a mix housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Except as modified by the Lakeside PUD ordinance, the development shall comply with the requirements of the R-16 High Density Residential District. b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and one condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet - townhousesi; 30 feet - twin homes; Building Height of the Condominiums with a minimum of 30 feet Lyman Boulevard 30 feet West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Setback Standards Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50 % Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. d. Building Materials and Design 1. Townhouses • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of fiber -cement or vinyl siding or shake and brick or stone. • No two adjacent structures shall be of the same color scheme. • Colors used shall be varied across color tones. • All units shall utilize minimum timberline 30-year asphalt shingles. • Each unit shall have a minimum of one overstory tree within its front landscape yard. • All mechanical equipment shall be screened with material compatible to the building, landscaping or decorative fencing. • Garage doors shall be decorative and have windows. 2. Community Clubhouse • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of stone and stucco and fiber -cement. • Natural cedar shakes roofing. Condominium Building • Building height shall be limited to 48 feet. • Building exterior material shall be a combination of 80 percent or greater stone and brick. Accent and trim areas in fiber -cement lap siding and shake. • Roofing shall be a minimum timberline 30-year asphalt shingles (pitched roofs). e. Signage Signage shall comply with city standards for Residential Districts. 2 L Landscaping Landscaping shall comply with the landscaping plan prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006. b—ob CAMPBELL KNUTSON Professional Assadadon Attorneys at Law 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 FAX: (651) 452-5550 FILING OF DOCUMENTS TO: Z OUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and return completed form to SUE NELSON at die Chanhassen City Attorney's office at the address shown above A self-addressed envelope is provided foryour convenience CLIENT/MATTER: City of Chanhassen — Lakeside Fourth Addition Developer: R.E.C., Inc. d/b/a Ron Clark Construction and Design THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. 1) City Resolution 2010-52 Vacating the D&U -14 5-;2 X `R Easements on Onflot B, Lakeside and on Outlot E, Lakeside Third Addition 2) Plat of Lakeside Fourth Addition 3) Development Contract 6 4) Site Plan Permit #10-06 / Lakeside Twinhomes 5) 6) 7) 8) at --Z-' Ap—o'clock A.M.M on —2,0 =2'r 2010, with the County Recorder of Carver County, MN. SIGNED: Thankyoul CITY OF CHANHASSEN PLANNING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1100 FAX (952) 227-1110 TO: Campbell Knutson, PA 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 8/17/10 10-06 ATTENTION Sue Nelson RE: Document Recording ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 4/12/10 10-06 Site Plan Permit 2010-06 Lakeside Twinhomes THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: Mike Roe, Ron Clark Construciton & Design SIGNED: 0 (952) 227-1107 SCANNED N enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN SITE PLAN PERMIT # 10-06 LAKESIDE TWINHOMES SPECIAL PROVISIONS AGREEMENT dated April 12, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Ron Clark Construction & Design, (the 'Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 22-unit twin home project in the Lakeside development (referred to in this Permit as the "project'). The land is legally described as Lots 1-10, Block 1, Lots 1-6, Block 2, Lots 1-6, Block 3, and Outlots A and B, Lakeside Fourth Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Pioneer Engineering, dated 04/23/10, revised 07/01/10 and 07/9/10. Plan B—Grading, Drainage and Erosion Control Plan prepared by Pioneer Engineering, dated 04/23/10, revised 06/23/10, 7/1/10 and 7/9/10. Plan C—Landscaping Plan prepared by EarthWise, dated 3/30/10. Plan D—Utility Plans prepared by Pioneer Engineering, 04/23/10, revised 4/30/10, 06/23/10, 7/1/10 and 7/9/10. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Permit, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security') for $25,200.00 (boulevard restoration, erosion control and landscaping). PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Ron Clark Construction & Design Attn: Mike Roe 7500 West 78a' Street Edina, MN 55349 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 22-unit twin home project in the Lakeside development subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. c. Building Official Conditions: 1. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 4. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY BY: 1 (4-&, 4 Thomas A. Furlong, Mayor AND: STATE OF MINNESOTA Gerhardt, City Manager ( ss COUNTY OF CARVER ) i The foregoing instrument was acknowledged before me this/Aday of 2010, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of thCity of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOT LI KAREN I ENGELHARDT r Notary Public -Minnesota ••�...._...... '• my c mmissim Espkas Jan 31, 2016 AEC .ANC /�494 DEVELOPE : I? 4 QC,,CAA C ON-S (WrI Av o BY: Its (3,150 STATE OF MINNESOTA ) ( ss. COUNTY OF 1eAJVe ,s The foregoing instrument was acknowledged before me this 1;?1L 6 day o* 2010 by Je. P. 0, TNT Jg,a Cpy Clyzr- i ,�os-i ., the Developer. 17`� ommission Expires Jan 31, 2015 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 NO ARY UBLIC CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBTf "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Chy's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Permit shall run with the land and may he recorded against the title to the Property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Comnliance with Laws. Ordinances and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. i7 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2010 STATE OF MINNESOTA ) ( ss COUNTY OF ) By The foregoing instrument was acknowledged before me this day of 2010, by NOTARY PUBLIC DRAFT® BY: City of Chanhassen 7700 Markel Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2010. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2010 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 9 11R I 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Adminisha6on Plnne:952.227.1100 Fax: 952.227,1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax:952.227.1110 April 13, 2010 Mr. Mike Roebuck Ron Clark Construction & Design 7500 West 78 h Street Edina, MN 55349 Re: Lakeside Twinhomes Planning Case #10-06 Dear Mr. Roebuck: This letter is to confirm that on April 12, 2010, the Chanhassen City Council approved the following: "The ordinance amending the PUD Design Standards for Lakeside." "The subdivision preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: Park & Recreation 1. Access easement and maintenance agreement shall be recorded over the Phone:952.227.1120 private street. Fax: 952.227.1110 Recreation Center 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of 2310 Coulter Boulevard parkland dedication shall be collected for the 22 residential twin homes being Phone:952.227.1400 requested for Outlots B & E at the time of final plat recording. Fax: 952.227.1404 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, Planning & 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 Natural Resources 2.227.113 Phone: 952227.1130 overstory, 7 understory and 7 shrubs along the east property line of Outlot B Fax:952.227.1110 or landscaping consistent with the existing buffer to the north. hd&Works 4. A revised landscape plan that meets minimum requirements must be 1591 Park Road submitted to the city before final approval. Phorie:952.227.1300 Fax:952.227.1310 5. Landscaping security shall be provided for all development landscaping. Senior Carter Phone:952.227.1125 6. Fire Marshal conditions: Fax: 952.M.1110 a. The new private drive to the east of Lake Riley Drive must have a street Web Site name. Submit proposed street name to Chanhassen Building Official and www. chanhassen.mn.us Fire Marshal for review and approval. Chanhassen is a Community for Life . Pmviring V Today and Planning for Tomorm Mr. Mike Roebuck April 15, 2010 Page 2 of 4 b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). e. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4). f. 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 sign (2007 MSFC Sec. 505.2). g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. c. An easement is required from the appropriate property owner for any off -site grading. 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. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. f. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. j. All streets within the development will be privately owned and maintained. k. The developer must submit written verification that the private streets meet a 7-ton design. 1. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. in. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. pgMUOs Mr. Mike Roebuck April 15, 2010 Page 3 of 4 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. b. Show sealed concrete washout area. c. Provide an updated SWPPP. d. Eliminate detail plate 5300. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording." "The Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. 3. Building Official Conditions: a. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. C. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. d. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. e. Retaining walls over four feet high require a permit and must be designed by a professional engineer. f. Each lot must be provided with separate sewer and water services. g. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures." The ordinance for the PUD amendment is being published in the Chanhassen Villager and shall become effective after publication. 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. Mr. Mike Roebuck April 15, 2010 Page 4 of 4 Enclosed is a site plan agreement that must be executed by Ron Clark Construction and Design. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the agreement. Return the agreement to me for City execution and recording at Carver County within 120 days of the approval (by August 10, 2010). The required security specified in the site plan agreement ($25,200.00) shall be submitted prior to the City issuing a building permit. This security shall serve as the landscaping security required with the building permit. A separate building permit application and review is required. A copy of the executed agreement will be returned for your files. Should you have any questions, please feel free to contact me at (952) 227-1131 or bgenerous@ci.chanhassen.mn.us. Sin Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Enclosures glplan\2010 planning cases\10-06 lakeside pud amendment\appmval letter amendment prelim plat and site plan.doc ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (81/2" x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 gAeng\forms\final plat submittalAm CITY OF CHANHASSEN SITE PLAN PERMIT # 10-06 LAKESIDE TWINHOMES SPECIAL PROVISIONS AGREEMENT dated April 12, 2010, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Ron Clark Construction & Design, (the "Developer"). I. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for a 22-unit twin home project in the Lakeside development (referred to in this Permit as the "project"). The land is legally described as Lots 1-10, Block 1, Lots 1-6, Block 2, Lots 1-6, Block 3, and Outlots A and B, Lakeside Fourth Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Permit and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: Plan A —Site Plan prepared by Pioneer Engineering, dated 10/15/09, revised 02125/10. Plan B—Grading, Drainage and Erosion Control Plan prepared by Pioneer Engineering, dated 10/15/09, revised 02125/10. Plan C—Landscaping Plan prepared by Pioneer Engineering, dated 10/15/09, revised 02/25/10. Plan D—Utility Plans prepared by Pioneer Engineering, dated 10/15/09, revised 02/25/10. 4. Time of Performance. The Developer shall install all required screening and landscaping by October 30, 2015. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. S. Security. To guarantee compliance with the terms of this Permit, the Developer shall fumish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $25,200.00 (boulevard restoration, erosion control and landscaping). PROCEDURESFOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Ron Clark Construction & Design Attn: Mike Roe 7500 West 78'e Street Edina, MN 55349 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 22-unit twin home project in the Lakeside development subject to the following conditions: a. The applicant shall enter into this site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. b. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. c. Building Official Conditions: 1. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 4. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 8. General Conditions. The general conditions of this Permit are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN Thomas A. Furlong, Mayor Todd 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 by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC 3 III V rsil• i IM Its STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 2010 by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 the Developer. NOTARY PUBLIC El CITY OF CHANHASSEN SITE PLAN PERMIT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 5 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recordine. This Permit shall run with the land and may be recorded against the title to the property I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every 6l right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances, and Regulations. In the development of the site plan the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. fd CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 2010 STATE OF M94NESOTA ) (ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2010, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Bo Ievard P. O. Box 147 Chanha , MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2010. STATE OF MINNESOTA (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2010, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC 0 CITYOF CHMNSEN T700 Markel Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227,1100 Fax: 952.227.1110 Building Inspections Phone: 952,227,1180 Fax: 952.227.1190 Domemrg Phone:952.227.1160 Fax:952.227.1170 Finance Phone:952.227.1140 Fax: 952.227.1110 Park & Reaeation Phone:952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Firm:952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952,227.1130 Fax: 952.227,1110 Public Works 1591 Park Road Phone:952227.1300 Fax:952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhasseo.mn.us May 26, 2010 Mr. Michael Roebuck Ron Clark Construction & Design 7500 West 78r" Street Edina, MN 55349 Re: Lakeside 40' Addition Final Plat Planning Case #10-06 Dear Mr. Roebuck: This letter is to confirm that on May 24, 2010, the Chanhassen City Council approved the following: "The final plat for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated April 23, 2010, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 3. The applicant shall provide 8 shrubs along the south property line of Outlot C; at least three (3) overstory, seven (7) understory, and seven (7) shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted before the city will issue an authorization for construction. 5. Landscaping security shall be provided for all development landscaping. Chanhassen is a Community for Life - Providing for Today and Planning for Tomonow SCANNED Mr. Michael Roebuck May 26, 2010 Page 2 6. Fire Marshal conditions: a. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). b. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (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 sign (2007 MSFC Sec. 505.2). e. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: a. An easement is required from the appropriate property owner for any off -site grading. 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. b. Building permits are required for all retaining walls four feet (4 ft.) tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. c. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the city's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. d. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. e. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. f. The applicant is also required to enter into a development contract with the city and supply the necessary financial security in the form of a letter of credit or cash escrow Mr. Michael Roebuck May 26, 2010 Page 3 to guarantee installation of the improvements and the conditions of final plat approval. g. Permits from the appropriate regulatory agencies will be required, including the MPCA, Department of Health, Carver County and Watershed District. h. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. j. This development is adjacent to Lyman Boulevard; therefore the Collector Roadway Traffic fee of $4,574.40 must be paid with the final plat. k. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. 1. The developer's engineer must work with the engineering staff to ensure that the drainage pattern works around Lot 10, Block 1. in. The construction plans must include a profile of the watermain from the existing stub within Lake Riley Drive to the tee in front of Lot 2, Block 3. n. Final plat approval is contingent on approval and filing of the vacation of the underlying drainage and utility easements. 8. Water Resources Conditions: a. The beehive structures shall not be ditch grates and shall be provided inlet protection until final stabilization is achieved. b. The SWMP fee for Lakeside Fourth Addition is $28,378.11, which shall be paid at the time of final plat recording. c. All catch basins and catch basin manholes will require inlet protection until final stabilization is achieved. d. As a condition of final release of escrow, all silt fence must be removed from the site when final stabilization is achieved. e. The type 1 mulch must meet MNDOT specifications for type 1 mulch. f. NPDES Permit must be transferred to Ron Clark Construction and Design prior to any earth disturbing activities. Mr. Michael Roebuck May 26, 2010 Page 4 g. All conditions of the NPDES Construction Permit must be met." Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1"=200' scale mylar reduction of the final plat and one 1"=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. An executed copy of the cross -access easement and maintenance agreement for the private street shall be submitted. The executed development contract and the required fees and security specified therein shall be submitted to the City. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. Prior to starting construction on any of the buildings, you will also need to submit the executed Site Plan Permit and the required security specified in it, which was sent to you with the preliminary plat approval letter. Once everything is submitted, please contact Gordy Stauff at 952-227-1166 to coordinate the preconstruction meeting. Should you have any questions, please feel free to contact me at (952) 227-1131 orbggnerous@ci.chanhassen.mn.us. Sincerel Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official c: Home Federal Savings Enclosures g:1pImV010 planning oxs\I O.06 lakeside pud ameodmrnd£ual plat dmumnts\approval letter.dm 0 CITY OF CBANNSEN 7700 Market Boulevard PO Box 147 Chanhassen. MN 55317 Adrninistration Plane: 952.227.1100 Fax:952.227.1110 Building Inspections Phone: 952.227.1160 Fax:952.227.1190 bovering Phone.952.227.1160 Fax:952227.1170 Fmm Plane: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952,227.1120 Fax: 952.227.1110 Recreation Center 2310 Corder Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 hft Woks 1591 Park Road Phone: 952.227.1300 Far:952.227.1310 Senior Center Pho re: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us 1b—01.. July 13, 2010 Mr. Michael Roebuck Ron Clark Construction & Design 7500 West 78's Street Edina, MN 55439 Re: Lakeside 4'u Addition Final Plat — Planning Case #10-06 Dear Mr. Roebuck: This letter is to confirm that on July 12, 2010, the Chanhassen City Council approved the following: The amended final plat for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering date stamped July 9, 2010. All other approvals and conditions remain in effect from the May 24, 2010 final plat approval. The construction plans shall be as modified to accommodate the change. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One I "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. An executed copy of the cross -access easement and maintenance agreement for the private street shall be submitted. The executed development contract and the required fees and security specified therein shall be submitted to the City. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. Prior to starting construction on any of the buildings, you will also need to submit the executed Site Plan Permit and the required security specified in it, which was sent to you with the preliminary plat approval letter. Once everything is submitted, please contact Gordy Stauff at 952-227-1166 to coordinate the preconstruction meeting. Should you have any questions, please feel free to contact me at (952) 227-1131 or bRenerous@ci.chanhassen.mn us. Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Alyson Fauske, Assistant City Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official 9dplan@010 planning cases\10-061akeside routs addition (lakeside twiNwmes)Unal plat documents mvmd 7-9-10'.ppmval letter doc Chanhassen is a Camnuniry for We - Providing for Today and Planning for Tomorrow SCANNED 10 -Ub 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 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 6te 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 ld SCANNED Chanhassen City Council - July 12, 2010 and grow naturally so just a wonderful experience and thank you and Mr. Gerhardt and Todd and as I said, everybody involved. It's, it really was a great event. Todd Gerhardt: Yeah, the Rotary plays a big role in this too and it's a cooperative effort you know. A bunch of organizations but the Rotary with their activity in Taste of Chanhassen. The parade and the beer gardens. They just do a great job and really give up 2 days of their holiday to participate in that program so, and they really organized the parade and it's a great partnership. Mayor Furlong: Thank you everyone. We'll make it better next year. You know that's right. You know people have said you know there's, you know that there's a reason to stay in town and I think it's getting to the point is why would you want to leave town so just a great event. Let's move on then with our consent agenda items. CONSENT AGENDA: Mayor Furlong: Councilwoman Ernst? Councilwoman Ernst: Yeah, if I could pull (e) out. It's just more of a clarification and question. Mayor Furlong: Okay. You want to pick that up, if it is clarification. Let's do it at new business after number 2, if that's okay. Councilwoman Ernst: Okay. Sure. Mayor Furlong: Since we have people here for number 2. Any others? Anyone from the audience? Okay. Then is there a motion to adopt items 1(a) through (d)? Councilman Litsey: So moved, Mayor Furlong: Is there a second? Councilman McDonald: Second. Councilman Litsey moved, Councilman McDonald 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 June 28, 2010 -City Council Verbatim and Summary Minutes dated June 28, 2010 Receive Commission Minutes: -Planning Commission Verbatim and Summary Minutes dated July 6, 2010 -Park and Recreation Commission Verbatim and Summary Minutes dated June 22, 2010 b. Boulder Cove Subdivision: Approve Time Extension to File Development Contract and Final Plat Mylars, Cottage Homesteads at Boulder Cove, LLC. Chanhassen City Council -May 24, 2010 31, 2011 in paragraph 2 of the resolution. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2010-51: Councilman McDonald moved, Councilwoman Tjornhom seconded that the City Council accepts the quote from Hansen Thorp Pellinen Olson, Inc. (HTPO) in the amount of $32,900.00 for construction staking and a quote from American Engineering Testing, Inc. in the amount of $11,980.00 for material testing. All voted in favor and the motion carried unanimously with a vote of 5 to 0. PUBLIC HEARING: LAKESIDE FOURTH ADDITION: A. VACATION OF DRAINAGE AND UTILITY EASEMENTS. B. FINAL PLAT APPROVAL. C. APPROVE CONSTRUCTION PLANS AND SPECIFICATIC DEVELOPMENT CONTRACT. Paul Oehme: Thank you Mayor, City Council members. The item before you, we're asking that a public hearing be opened for the vacation of the drainage and utility easements for the Lakeside Third Addition. Planning Case #10-06. Lakeside Addition is shown on the drawing here. It's just north of Lake Riley. The easements, the developer is proposing to develop the parcels here that are, I think they're outlots and develop into homes and this area is proposed to be replatted at this time to facilitate the redesign of the development. The easements in question are shown here shaded along the perimeter of the two outlots. New drainage and utility easements will be dedicated with the Lakeside Fourth Addition plat. There are existing private utilities within some of these easements but the new plat will dedicate easements over those utilities. So at this time after any questions I'd request that a public hearing be opened for this item. Mayor Furlong: Okay, thank you and the public hearing relates to the vacation of easements. Paul Oehme: Vacation, right. Mayor Furlong: Okay. And the motion in front of us would be that the new easements would be placed contemporaneous with the vacation of easements is that correct? Paul Oehme: That's correct. Mayor Furlong: Okay, thank you. Any other questions for staff before we open up the public hearing? If not we'll go ahead and open the public hearing and invite all interested parties to come forward and address the council on this matter. No? Seeing none, without objection then we'll close the public hearing and bring it back to staff for additional discussion. Do you want to go forward with the others and take these all as a single? Kate Aanenson: Yes. Mayor Furlong: Okay. Alright. Next item would be the final plat. 13 (CANNED Chanhassen City Council - May 24, 2010 Paul Oehme: Final plat, yep. The council has approved the preliminary plat at this time. Kate Aanenson: Yeah, sure I can. There's 22 lots with the preliminary plat. At the final plat then we're executing the conditions that were imposed with that. Included with the final plat is the, then the development contract and the construction plans so there was one issue that was brought up at the time of the preliminary plat. That was regarding the retaining wall. We did spend some additional time on that and that is pointed out in the staff report. We did speak to the property owner that did have a concern about that so we believe that issue has been addressed so with that we're recommending approval. Mayor Furlong: Okay, thank you. Any questions for staff regarding the final plat? Or any changes between the preliminary plat and this final plat. Okay. Seeing none, any questions regarding the construction plans, specifications or the development contract for staff? Is there any report that you want to make on that separately or? Okay. Alright, that was included in our packet. Very good then. We'll bring it to council. Any thoughts or discussions? I think it's fairly straight forward given the process. One of the primary reasons it's on our agenda at this time is because of the public hearing that was required for the vacation. Otherwise it likely would have gone through our consent because of the lack or minor changes so if there's no discussion would somebody like to make a motion? Councilman Litsey: Sure I'll make a motion. Mayor Furlong: Councilman Litsey. Councilman Litsey: I can do all three of these together then? Mayor Furlong: Yeah. Councilman Litsey: Okay. Make a motion that the City Council vacate the drainage and utility easements in Outlot B Lakeside and Outlot E Lakeside Third Addition as shown on the attached survey prepared by Pioneer Engineering. That the City Council approves the final plat for Lakeside Fourth Addition subject to the conditions in the staff dated May 24, 2010. And that, recommend the approval to approve the development contract and construction plans and specifications Lakeside Fourth Addition contingent upon the following. Number 1, the applicant shall enter into the development contract and supply the City with a cash escrow or letter of credit for $245,630 and pay a cash fee of $195,024.11. And the second one would be the applicant's engineer shall work with the City staff in revising the construction plans to meet city standards. Mayor Furlong: Thank you. Is there a second? Councilwoman Ernst: Second. Mayor Furlong: Made and seconded. Any discussion on those motions? Or that single motion, excuse me. Hearing none we'll proceed with the vote. 14 U_.', I^$ Chanhassen City Council - May 24, 2010 Resolution #2010-52: Councilman Litsey moved, Councilwoman Ernst seconded that the City Council approve the vacation of the drainage and utility easements in Outlot B Lakeside and Outlot E Lakeside Third Addition as shown on the attached survey prepared by Pioneer Engineering. All voted in favor and the motion carried unanimously with a vote of5to0. Councilman Litsey moved, Councilwoman Ernst seconded that the City Council approves the final plat for Lakeside Fourth Addition, creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 3. The applicant shall provide 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before the City will issue an authorization for construction. 5. Landscaping security shall be provided for all development landscaping. 6. Fire Marshal conditions: a. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). b. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (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 sign (2007 MSFC Sec. 505.2). e. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: 15 Chanhassen City Council - May 24, 2010 a. An easement is required from the appropriate property owner for any off -site grading. 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. b. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. c. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. d. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. e. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. f. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. g. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. h. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. j. This development is adjacent to Lyman Boulevard, therefore the Collector Roadway Traffic fee of $4,574.40 must be paid with the final plat. k. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. 1. The developer's engineer must work with the engineering staff to ensure that the drainage pattern works around Lot 10, Block 1. in. The construction plans must include a profile of the watermain from the existing stub within Lake Riley Drive to the tee in front of Lot 2, Block 3. n. Final plat approval is contingent on approval and filing of the vacation of the underlying drainage and utility easements. 16 A Chanhassen City Council - May 24, 2010 8. Water Resources Conditions: a. The beehive structures shall not be ditch grates and shall be provided inlet protection until final stabilization is achieved. b. The SWMP fee for Lakeside Fourth Addition is $28,378.11 which shall be paid at the time of final plat recording. c. All catch basins and catch basin manholes will require inlet protection until final stabilization is achieved. d. As a condition of final release of escrow, all silt fence must be removed from the site when final stabilization is achieved. e. The type 1 mulch must meet MNDOT specifications for type 1 mulch. f. NPDES Permit must be transferred to Ron Clark Construction and Design prior to any earth disturbing activities. g. All conditions of the NPDES Construction Permit must be met. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Councilman Litsey moved, Councilwoman Ernst seconded that the City Council approve the development contract and construction plans and specifications for Lakeside Fourth Addition, 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 $245,630 and pay a cash fee of $195,024.11. 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. COUNCIL PRESENTATIONS: Mayor Furlong: Any council presentations anyone? Anybody do anything yesterday afternoon? Councilman McDonald: Well just, it was fun yesterday to watch you teach us how to throw a baseball. Mayor Furlong: How you weren't watching too closely. Councilman McDonald: No, that was really good and I'm glad all the rest the council came out there. It was a good turn out and the Red Birds didn't let us down so that's good. 17 10- 06 Chanhassen City Council - April 12, 2010 approving the elimination of parcels from Tax Increment Financing District Number 4. If you want to reference those three resolutions as a part of your motion, that would be appropriate. Councilwoman Tjomhom: Absolutely. Yeah. Councilman Litsey: I'll second that. Mayor Furlong: Okay. So the three motions, resolutions have been moved and seconded. Is there any discussion? Hearing none we'll proceed with the vote. Resolution #2010-32: Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approve a Resolution adopting modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area; and establishing Tax Increment Financing District No. 10 therein and establishing a Tax Increment Financing Plan therefore. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Resolution #2010-33: Councilwoman Ernst moved, Councilman McDonald seconded that the City Council approve a Resolution approving the elimination of parcels from Tax Increment Financing District No. 4located within the Downtown Chanhassen Redevelopment Project Area in the City of Chanhassen. All voted in favor and the motion carried unanimously with a vote of 5 to 0. LAKESIDE TOWNHOMES: REQUEST FOR PLANNED UNIT DEVELOPMENT Kate Aanenson: Thank you Mayor, members of the council. As you stated the developer, Ron Clark Construction is requesting an amendment to the PUD to convert two of the condominium buildings into 22 twin home units as well as revisions to the design standards regarding setbacks. The current project also includes a subdivision approval for 22 twin home lots with a variance for a 20 foot private street as well as a site plan approval for the 22 twin homes. This item did appear before the Planning Commission with a public hearing on March I and they did recommend 6-0 to approve the project. The site is located just south of 212. The eastern boundary is Eden Prairie, the Bearpath and then on the south is bordered by Lake Riley and then on the western side is the North Bay project. Just wanted to point out one of the questions that came up too from the North Bay residents was just making sure the construction access, as it was with the first phase, goes through that street as opposed to the common shared driveway. That did occur with the first phase but we did include that as a condition of approval too so we did track that one. The original concept project included 231 units. Lots A, B, and C were proposed for condominium units consisting of 92 total units and the rest of the development, Charles Cudd and Wooddale contributed to the other 67 units that were put in place. At the time that this PUD was put in place we had a structure requirement as far as setbacks. We've amended that to be not so prescriptive but rather project based so there is no minimum requirement, especially when there's nothing to buffer against. When there's a street or something so I'll explain that as we get to that specific issue. But again the PUD to, the intent is to modify the PUD to reference the underlying zoning district, which is R-16. Both of this project and North Bay project were high density. Two pieces that had the entitlement for residential high density. The permitted use was amended so that Building C, if I can go back to that for a second. Building C in the back still would have entitlements for higher density. Could capture some of that range within that. Again we only have so many pieces in the city that are guided that high density so Chanhassen City Council - April 12, 2010 what it takes away is from Buildings A and B, reduces that. And then the PUD, the permitted use that's specified, as I said the one condominium use and then revise the setbacks on the eastern property line. Again that prescriptive, if I can go back to the site plan I think is a little bit more illustrative. You've got the swimming pool on the one side along Lyman Boulevard and then the condominium is set back taller which allowed a height of I believe approximately 48 feet so significantly higher. Again this is an example, there's nothing across the street. You've got the right-of-way for Lyman Boulevard and then the lake so it becomes punitive if you're trying to introduce a different product. If this was to come in as a straight subdivision with a twin home, the minimum setback would be 30 feet so we're actually making it consistent with kind of how, with not kind of but exactly how the use is being proposed and that would be a twin home project so we'd be consistent with that. Yes it's less setback than the other project but based on the size of those parcels it's difficult to try to get a twin home project on. So the subdivision with the variance, the two common as I stated, the A and B would be part of this subdivision. The variance would be allowed a 20 foot versus a 4 foot and I'll show you that in the, in one second but this is the subdivision creating the twin home lots. Again the developer worked to look at the arrangement of the lots to make it the most efficient layout of those. I wouldn't say to maximize but really to make it the most efficient. Again based on the proposed condominium use it really was laid up, you can see the shapes, a rather unique and actually be given an efficient layout. So this one is illustrative of the street width and you can see within that the units that are being served, instead of the 24 foot right there it's the 20 foot is the variance we're asking for. The fire marshal felt comfortable with that. Actually the first two units can also be served by the other drive so it's really just the two units on the most southerly end that's really being, the only ones that are being affected by that narrower one and that would be Units 5 and 6 on that Lot 3. Would be the only ones that are being serviced directly by that 20 foot driveway. The other ones have the two common streets there. Utility plan. Pretty straight forward. Grading plan. There are some retaining walls in there. It's hard to see. I don't know if you can point to those at all Paul where the retaining wall's on the north side. And then, yeah. And then there's one up along the other road, I believe on the, yes. Right there. And we've tried to describe those so they are itemized in the staff report against balancing the dirt that's up there. The preliminary landscaping plan does meet requirements. So for the site plan review as I stated it's the two twin homes. Lookout ramblers for the 5 buildings. There's 3 distinct plans. I think probably the best way to describe them, you know the 32 and the 36 is just to show you how they lay out on the site. The architecture matches. There's an existing club house, swimming pool that's up there right now and that's that one building next to the pond with the pool, and these are the different ones. Again they took advantage of the lake views. Those units that could have views overlooking the lake and then reversing that on the other units so they all take advantage, depending on the layout, of the views of the lake. The other interesting note, if you go back to the variances, which we always work to try to differentiate designs. They're not all front loaded. You can see as an example here which adds to the width of that, as they're also, some of these are side loaded so for this one you have a front entrance on the garage side. The other one's actually a side loaded which makes them unique, differentiation in the units themselves which is always something that we try to achieve too so some of that is again driving the width of the design. And then the 32 foot wide and then the twin home style. Or excuse me, the 36 foot wide one. So this is looking at, on Lyman Boulevard the changing grade. Significant change of grade from the street itself and that's showing the 30 foot setback from the right-of-way. And this is a perspective from the back. And then this was another question that came up at the Planning Commission from the residents in the Bearpath neighborhood to show kind of an illustrative of these units. The Ron Clark project is, product is a little bit smaller in scale than the Cudd and the Wooddale Builders so the tallest line you see up there is, would have been the condominium units. That dashed line on the top of the slide. And then the second one would be, if they were the Wooddale or the Cudd type product and then this little bit, this lower profile of this product. So again the staff s position is, we did create that flexibility in the PUD and looking at the units themselves, the smaller scale and the height that we felt comfortable, and the orientation, that we felt comfortable with the standards of the PUD. And I believe that was the last slide I have except for the recommendation. Again ttLac,ZP3 Chanhassen City Council -April 12, 2010 there's the approval of the subdivision. Approval of the site plan agreement. Excuse me, approval of the subdivision with the variance. Approval of the site plan agreement and then adoption of the Findings of Fact so with that I'd be happy to answer any questions that you may have. Mayor Furlong: Thank you. Questions for staff. Ms. Aanenson on the setback issue and the question. Maybe going back to. Kate Aanenson: The overall slide or? Mayor Furlong: Yeah. Overview or maybe the one you just passed. Is it, the reduction in the setback, is it the east property line? Kate Aanenson: Yeah, as you can see on this one, you can see the house just off the colored on the. Mayor Furlong: On the top side of the picture. Kate Aanenson: Thank you. Yes. That would be the current, the 50 foot setback. Again, to get this street in without accessing that private street and to provide guest parking it's a little bit different arrangement so this isn't also, this isn't accessing off that main street coming in which those units are so you have that private drive coming in. Mayor Furlong: The street coming in off of Lyman, that's a public road? Or is that private? Kate Aanenson: That's private. Mayor Furlong: That's private... okay. Alright. And so are all of them, what are the current twin home setback and what is being proposed here? Kate Aanenson: They're all 30 feet. The other product part of the units are 50 feet. The original PUD had 50 feet, and the condominium was also set at that because of the height. But we're saying now that the height's not there and we created the flexibility within the PUD to say let's look at each individual project instead of saying what's across the street because there's, the closest home on that side is over 350 feet away and on the other side you've got the street and then the lakeshore, there isn't the impact on that. Mayor Furlong: And so when you say the closest home is 350, that's to the east? Kate Aanenson: Correct. Mayor Furlong: Okay. Alright. Kate Aanenson: Correct. Mayor Furlong: And the, so we're looking at 30 feet off of the east property line here or 20? Kate Aanenson: That's correct. Mayor Furlong: Okay. Where'd I see the 20? Kate Aanenson: The 20 was the street variance. 10 Chanhassen City Council - April 12, 2010 Mayor Furlong: Okay. Kate Aanenson: That's maybe what you're thinking of so that was the variance going from the 24 to 20 Mayor Furlong: So that's totally internal to the development? Kate Aanenson: Yeah, yeah. And again there needs to be guest parking for so this is also accommodating that for the pool house. There's guest parking put in place for the pool house and that's part of the HOA so there's some other underlying factors to, you know how this would lay out that you had to accommodate. So again to get a unique design they have introduced three different products which we like with the different size range. The orientation of all those. Providing for the access to the parking for the pool facility and working with, trying to [Hatch those existing grades when it was predisposed. Originally thought of being the condominium units so. Mayor Furlong: And so this is the A and the B? Kate Aanenson: That's correct. Mayor Furlong: That was in the original and both of those had condominiums. Kate Aanenson: Were proposed for condominiums, correct. Mayor Furlong: And how many total units were in those? Kate Aanenson: Yes, in A was 39 units and then in B was 53. Mayor Furlong: Okay, so 92 if I'm doing my math correct. Kate Aanenson: That's correct, 92. That's correct. Mayor Furlong: And now this will be 22? Kate Aanenson: That's correct. And again the Planning Commission felt like they liked this type of unit. How it matched and blend in so they were supportive in that respect and the flexibility granted through those changes since they'd already amended the PUD to grant that flexibility. They thought this was a good application of it. Mayor Furlong: Okay. Alright, very good. Thank you. Any other questions for staff at this time? There was a public hearing at the Planning Commission. I don't know if there are people here that are interested in making, providing public comment but I'd certainly entertain that at this time if anybody would like to comment. Certainly. Can we straighten out the podium little there? We moved that for the pictures. Thank you. Good evening. Tim Whitten: Good evening. I'm Tim Whitten. I'm with Whitten Associates. I'm representing Ron Clark Construction and Mike Roebuck, Vice President of Ron Clark Construction is with me as well and we're really just here to answer any questions. We're very appreciative of the work that Kate and her staff have done to help us through this project. We agree to all the conditions that have been placed before us and I just want to say that we did have meetings with the existing homeowners in Lakeside and also the existing builders in Lakeside, Wooddale and Charles Cudd. That went extremely well. We've worked very hard to work with everybody's interest after we pulled this project together. A very 11 Chanhassen City Council - April 12, 2010 complicated project. I've been working on it for about 9 months and just to get all the pieces to work to get us to where we are today was very challenging but I believe that we have a terrific project and with that I would just like to answer any questions that you might have. Mayor Furlong: Thank you. Any questions for Mr. Whitten? Any concerns about any of the conditions in the staff report and the one that was added by the Planning Commission in terms of access? Tim Whitten: No, that'd be fine and the last one was the access, limited access and we're very comfortable with that. Mike has figured out a way to work through that and we're good to go. Mayor Furlong: Okay, very good. Thank you. Any other questions? Thank you. Tim Whitten: Thank you. Mayor Furlong: Certainly anyone else who would like to provide public comment this evening. Please sir. Scott Fredrickson: Good evening. I'm Scott Fredrickson. I live across the fairway in Bearpath. Kate can we go back to. Kate Aanenson: ...the first, the bigger drawing? Scott Fredrickson: Yeah. No, the one that shows the perspective to the east. It's one of the last ones. No, one more. Yeah, right there. You know the way the grade actually works, if you see where the height of the cart path is there, and you follow that across you see that they're basically representing that that cart path height and the top of the berm intersects that building kind of in the middle of it so you'd think from that elevation that half of the building would kind of be buried below the berm and half would be above the berm but in actuality what kind of exists on the other side of that berm, kind of in the Chanhassen side is there's a retaining wall that comes halfway between the trees and the buildings and takes the height up so that the, basically the grade is about halfway up the height of that building and so when I talked to Ron Clark earlier today I said is it your intent to put the slab on grade at the height of the existing top of the retaining wall and they said yes it is and so if that's the case, the building's actually going to end up another 10 or 12 feet higher than what's shown on that rendering. The other thing that's a little misleading from that elevation is it's kind of got the building, the old condominium building staged but to truly get the perspective you'd have to push the condo building back another 20 feet because this is showing inside the current setback whereas the condo building and then the Ron Clark, or the Charles Cudd rather are back 50 feet and so I guess I'm struggling a little bit with the elevations. If indeed the final product that Ron Clark's talking about constructing does indeed fall well below the Charles Cudd ceiling height, I think you know we're okay with it. I mean obviously it's an upgrade compared to what we were planning on building. But if what they end up building changes dramatically from what's shown on that elevation and if the condo, or the townhouse height goes up another 10 or 12 feet and it's pushed to the extreme inside of the lot line, then I think it's a different deal than what they're showing here and what we've kind of been told and so I'm a little concerned about the inconsistencies. Maybe we could have an explanation of that. And then the other thing is, just as a developer I'm kind of failing to see the hardship here. I mean I know that site's gone back to the bank. They're buying it in foreclosure or receivership from the bank. They're trying to get as much coverage here, density as possible and I understand that but I'm failing to see the hardship that would trigger the variance. I mean the Charles Cudd townhouses seem to flow very nicely with the golf course back 50 feet. I'm not sure why we have to push these up and so they're 30 feet away. 12 Chanhassen City Council - April 12, 2010 Kate Aanenson: Can I just make a point of clarification on the amendment versus. The one is a PUD amendment. It's not a variance. It's a different test for that. But the other one, the variance is just for the 20 foot of road right-of-way. Scott Fredrickson: Okay. Kate Aanenson: The other one's an amendment which is different. Scott Fredrickson: It's not a variance. Mayor Furlong: I'm sorry, the variance relates to the width of the street within the development. Kate Aanenson: That's correct. Mayor Furlong: The private street. Kate Aanenson: Correct. Mayor Furlong: The setbacks are not a variance issue Kate Aanenson: Right. Mayor Furlong: That's a PUD. Kate Aanenson: Yeah, the other one's kind of the amendment to the standards for the rezoning for the PUD that would allow the setback to be consistent with what we would allow today. Mayor Furlong: Okay. Scott Fredrickson: And then the last thing I'd point out is that in another conversation today with Ron Clark those buildings actually get higher as you get further to the south, and although they're shown consistently in a level across there, they actually step up and increase in height as you get a little further south so there's a few things on this drawing that's not quite accurate so. Mayor Furlong: Well maybe we could. Scott Fredrickson: Yeah, that'd be great. Mayor Furlong: Would you like to respond to? Mike Roebuck: Yeah, if I may. Yeah, we're responsible for the graphic that's shown there and you have to kind of keep in mind that this is a very small scale. A pencil width is 2 or 4 feet up or down so we did check it again and we're relatively close to the grading plans that were provided to us. There might be some subtle differences here and there. One thing I want to point out I think that was mentioned by the gentleman was that we're basically in the same position as the condo building. They had decks that were within 30 feet of the setback of the property line, as we are with our decks and porches so we're very much in line with where the condo building was approved originally and so that's the reason why we kind of have that line. Plus the site is extremely tight up in there and it was the best opportunity for us to be able to do twin units as opposed to a row of townhomes so if you look at that elevation with the hip roofs and the spacing as opposed to a condominium which would be a solid wall going all the way across there, 13 Chanhassen City Council - April 12, 2010 there's a lot more air. A lot more visual through that. A lot more transparent than the condo buildings would have been. Also as Kate referenced, it allows us to do some side entries along with some front entries and create some variety within that so it's really, you know we could have adhered to some of the setbacks a little bit more closely or you know the, not variances but setbacks had we tried to push everything a little tighter. What we're really looking for the best product that we could place on the site and that's how this all kind of came to be. If there are some variables to the grading plan, you know we could check it again but we just took the Bearpath trail. I think where we might have, where the trail actually kind of is at the peak and where it starts tapering down, we might be a little bit off there but one thing I want you to keep in mind, and I have a photograph if anybody wants to see it in my file. When we show those existing trees there, I mean that is solid all the way through there so it's virtually invisible, even in today's, without being leafed out. I have a photograph of trying to look through those trees and see existing Cudd building and they're virtually invisible. And we are lower than the Cudd buildings. Not only in profile with the buildings themselves but also for the grade. We step back up as we get a little bit closer to Lyman but we're pretty confident this is close to exactly what would be seen from the Bearpath side. Thank you. Mayor Furlong: Thank you. Anything you wanted to add? Kate Aanenson: No, I was just going to say this is, for the subdivision part it is a preliminary plat. Final plat's generally go on consent so if there is any minor tweaking we can certainly communicate that back when we've got the final grade and communicate that to the neighbors too but. Mayor Furlong: Okay, thank you. Anyone else that would like to provide public comment this evening on this? No? Okay, thank you. Appreciate the input and questions. Council. Comments. Thoughts. Councilman Litsey: Well just a quick one Kate. This isn't going to, in no way are any of these ever going to exceed what had been proposed before in temts of the height right? I mean these are all going to be well below what the condominiums would have been or? Kate Aanenson: That's correct. Councilman Litsey: So really it, no matter how you look at the height it's going to be an improvement over what could have gone there. Kate Aanenson: Right, well I think there's a couple things. Rightly so the other one was set back a little bit different. I think that might be a little bit, little bit unclear in that picture but I think when we went through the different iterations that we could have done, it could have been a row attached townhouse project against there so, again when we worked on like what's out there. Talking a lot of different developers that were actually vying for this property, kind of what the goals would be and to kind of create some of those, like I say we're going to have a solid wall there. Councilman Litsey: Yeah, you get that solid wall there. Kate Aanenson: Yeah, and then the heights and those sort of things too so clearly we want to create some open space between the two so there's breaks and then this profile will be lower than the Cudd product that's out there. It certainly would be lower than the condominium project. Councilman Litsey: And as this gets to final we, you'll take into account the comments that have been made to try to. 14 Chanhassen City Council - April 12, 2010 Kate Aanenson: Right and we'll make sure when it comes for final plat that we illustratively show that to you maybe in another iteration just to make sure that that's clear. That everybody understands and for the neighbors too. What that is. If we need to clarify that drawing, that we can do that too as part of the final plat. Councilman Litsey: That's all I have. Mayor Furlong: Okay, thank you. Any other questions or comments? Or questions for staff. Anybody comment on the proposal in front of us? Hearing none, would somebody like to make a motion? Councilman Litsey. Councilman Litsey: I've got the motion to be consistent with this one. Okay. Make a motion that the City Council approves the ordinance amending the PUD design standards for Lakeside. That the City Council approves the preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20 foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10 subject to conditions 1 through 8. And that City Council approves the site plan number 10-06 for a 22 unit twin home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-15-10 subject to conditions 1 through 3 and adopt the Findings of Fact and Recommendation that were included in our packet. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Made and seconded. Any discussion on the motion? One, I just again want to thank staff and everybody involved. The residents, the applicant as well for all their hard work here and Planning Commission too. I mean this is a, the change here is a lower intensification. Lower density than what's allowed, what was originally allowed from a zoning standpoint and it's really giving an opportunity I think for the property owners to reasonably approve their property. The original plans were put in place in different economic times and I think this is a representation perhaps of some of those changes so I want to thank everybody for being involved and their participation in seeing this happen. If there are no other comments a motion's been made and seconded. We'll proceed with the vote without objection. Councilman Litsey moved, Councilwoman Tjornhom seconded that the City Council approves the ordinance amending the PUD Design Standards for Lakeside. 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 preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20 foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: I. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 15 Chanhassen City Council - April 12, 2010 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before final approval. 5. Landscaping security shall be provided for all development landscaping. 6. Fire Marshal conditions: a. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). e. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4). f. 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 sign (2007 MSFC Sec. 505.2). g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. c. An easement is required from the appropriate property owner for any off -site grading. 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. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. f. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees 16 Chanhassen City Council - April 12, 2010 will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. j. All streets within the development will be privately owned and maintained. k. The developer must submit written verification that the private streets meet a 7-ton design. 1. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. in. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. b. Show sealed concrete washout area. c. Provide an updated SWPPP. d. Eliminate detail plate 5300. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording." 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 Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. 3. Building Official conditions a. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. c. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. d. Walls and projections within five feet of property lines are required to be of one -hour fire - resistive construction. e. Retaining walls over four feet high require a permit and must be designed by a professional engineer. f. Each lot must be provided with separate sewer and water services. g. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures." 17 Chanhassen City Council - April 12, 2010 All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: Councilwoman Ernst, you had asked for separate discussion on this. Councilwoman Ernst: Yes. So it appears as though we have to pay, make a payment of $16,550 for some fixtures for the Chanhassen Dinner Theater project. And I am wondering Todd if you could speak more to number one, the State law and the requirement there and what really is considered a fixture. I'm kind of curious about that. I see that we have hardwood floors included in here, but as I read this it appeared as though the State law required more to what is a fixed asset. So if you could just clarify that and speak to that. Todd Gerhardt: Sure. The scene shop for the Chanhassen Dinner Theater is located between Chanhassen Dinner Theater and the railroad tracks, directly behind the theater and it's a Quonset building and it sits in a low area and inside the facility they needed to build up the floor on that Quonset building. The reason for that is, when they're building sets for the Chanhassen Dinner Theater they need to stand the sets up and the only way they can stand those sets up is occasionally drilling in 2 by 4's to hold the set up and the only way you could do that, because it has a concrete floor, you have to raise that floor and they incurred dollars in putting in that floor. Under the State law, minus depreciation, they were able to get reimbursed for that cost. Also because space was limited they did build a mezzanine area for offices and storage so our relocation expert had reviewed both of those items and had deemed them to be qualified reimbursement expenses under the Minnesota Relocation Act. So minus depreciation he is recommending payment for the amount of $16,550. Councilwoman Ernst: And this is required by law, correct? Todd Gerhardt: Correct. Councilwoman Ernst: Is that we have to do this. So what I'm struggling with here, when I first read this it says payment for fixtures but what you just described to me sounds more like a building structure. Todd Gerhardt: They're special improvements as a part of their operation and whenever you come in and make a special improvement to a building, and that you are forced out, you should get reimbursed for those special improvements that you've made to that facility as a part of your operation. Councilwoman Ernst: Right, and that makes sense to me but again, can we, can we re -label this to call it something other than fixtures to be more, because when I think of flooring and a mezzanine, that doesn't sound like fixtures to me. Todd Gerhardt: Sure. You know it's, I don't know what to call it. It's part of making that facility adaptable for their operation. Councilwoman Ernst: Okay. Mayor Furlong: Alright. Any other questions on this? Is there a motion to adopt staff s recommendation on item 1(k)? In 10-os• Planning Commission Meeting - March 16, 2010 Larson: How about you Dan? Keefe: I'm fine. Thank you. Larson: I'm good too. So at that, how do we proceed on one of these? Keefe: Is there a public hearing on this? Aanenson: No, there's no public hearing. This is just new business. The public hearing will be held at. Larson: So just ask for a motion? Aanenson: That's correct. Larson: Okay. I'll take a motion. Anybody want to give me one? Laufenburger: Madam Chair? Larson: Yes. Laufenburger: I move that the Chanhassen Planning Commission adopt the attached resolution for the review of Tax Increment Financing Plan Number 10-01 in compliance with the 2030 Comprehensive Plan. Larson: And do I have a second? Thomas: Second. Resolution #2010-01: Laufenburger moved, Thomas seconded that the Chanhassen Planning Commission adopt Resolution No. 2010-01 fording that a modification to the Redevelopment Plan for the Downtown Chanhassen Redevelopment Project Area, modification to the Tax Increment Financing Plan for Tax Increment Financing District No. 4 and Tax Increment Financing Plan for Tax Increment Financing District No. 10 conform to the general plans for the development and redevelopment of the City of Chanhassen. All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: LAKESIDE TWINHOMES: REQUEST FOR PLANNED UNIT DEVELOPMENT AMENDMENT TO LAKESIDE: SUBDIVISION WITH VARIANCES, AND SITE PLAN REVIEW FOR 22 RESIDENTIAL UNITS ON PROPERTY ZONED PLANNED UNIT LAKESIDE. APPLICANT: RON CLARK CONSTRUCTION. OWNER: HOME FEDERAL SAVINGS, PLANNING CASE 10-06. SCANNED Planning Commission Meeting -March 16, 2010 Public Present: Name Address Mike Roback Ron Clark Construction Tom Vasques North Bay Townhouse Development Mike from Bearpath Generous: Thank you Madam Chair, commissioners. Before you is a three part application. Ron Clark Construction is proposing the redevelop, or the development of a portion of the Lakeside project. As part of their proposal they're requesting a planned unit development amendment, subdivision approval with a variance for a 20 foot wide private street and site plan approval for 22 twinhomes. The project is located on the north side of Lake Riley off of Lyman Boulevard. It's between Lyman Boulevard and Highway 212. To the east is the corporate boundary for the City of Chanhassen and the Bearpath Golf Course and to the west is North Bay detached townhouse development. Lakeside was originally submitted and approved in 2006. It was, consisted of twinhomes, townhouses, and three condominium buildings. Charles Cudd Development are doing the townhouses and twin homes on the east side of the project, which is on the north of this concept plan. Wooddale Builders are doing the townhouses on the west side of the project which is on the bottom of this plan, and then there are three condominium buildings that were, received site plan approval but they didn't really have any developers. Sienna Corporation brought them forward to show the total build -out of the site. Additionally they had a community building with a pool on the east, or south side of the property which is on the right side of this development. Part of this development was built. The amendment to the PUD is to, three parts. One is to modify the intent to reference city code through the R16 district regulations. The second part was to amend the permitted uses to change it from three condominium buildings to one condominium building. And the third part is to revise the setbacks to 30 feet from 50 feet for the east property line and the south property line. This is to facilitate the development of the twin homes in this location which is very constrained on the property. The PUD has been amended before to change the separation between the buildings. We believe that the reduction in the intensity of the development does warrant a reduction in the required setbacks in this locations and are proposing approval of the amendment to the planned unit development design standards. The developer's also proposing the subdivision of approximately 3.9 acres of property that represent two outlots on the south side of the development into 22 twin home lots, 2 common outlots for the twin home units and then a third outlot for the association in general that has the big retaining wall on the south side of the project. The variance is to permit a deviation from the 24 foot design standard for a portion of the private street to allow a 20 foot wide private street. Subdivision is very straight forward. All the lots that are being proposed comply with the R16 regulations for minimum lot size. There are no minimum frontage or depth requirements but they do encompass the location of all the proposing housing. Outlots A and B would have driveways across them and would be common open space for the fourth addition of this development. Outlot C on the very bottom of the plat again is that retaining wall and they have signage for the overall project in there. The location of the private street is just to the north of Block 3 and as you can see only 6 units total are accessed by this. On the west side of the T there's 2 units that would access the private street and on the 0 C. 13 Planning Commission Meeting - March 16, 2010 east side of the T there are 4 units. Under the low density residential this would be the design that would be required for the development. We believe it is appropriate to reduce the width because the number of units are being reduced in this area and so you're not having more than 4 units accessing on a 20 foot wide private street. Additionally this reduces the impervious surface in this location as well as providing areas for snow storage and to maintain the 25 foot deep driveways for each of the units so we are recommending approval of that variance as part of the subdivision approval. City sewer and water will be provided as part of the subdivision. It has to be consistent with the city design standards but they will be private systems. The site will be mass graded as part of the subdivision for the individual house pads and they did provide a preliminary landscaping plan. They showed the 1 tree per front yard. They also have some foundation plantings as part of the site plan. There are some additional requirements under our landscape ordinance and when they come back for final plat approval they would need to revise that plan consistent with the ordinance. Staff is recommending approval of the subdivision with the variance. Finally the site plan review is for 22 twin home units. There's basically 3 types of units in this. They're 30, 32 and 36 foot wide units. They'll have a maximum of two stories. They're low pitched hip roofs. Additionally they are showing an alternative of providing a gable roof end and so we wouldn't necessarily limit the final design when they come in for building permit to that hip roof but that's what they're looking at going at right now. There are 3 palettes of materials that they're proposing for the project. And so no two buildings would have the same colors and materials that are adjacent to each other. It's possible that there'd be two that have the same stuff. In the staff report we specify a specific manufacturing and type of stone. However the applicant has told, requested that I advise the city that they may choose a different one. Same idea but a different manufacturer. The whole idea is they will provide this stone face at least at the base on the columns and potentially rising up. So that's material samples. They're going to be earth tones. It will fit in well. The architecture will mimic the community building that's there. A little prairie style. There's some wonderful things that they're proposing. The overall site plan would be 5 buildings to the north of the club house will be the 30 foot wide townhouses. This design will have a lower, it's slab on grade so the garage will be at the street level and then the upper level will be the primary living area. On the fronts of each of these there'll have porches and decks and the orientation of these homes will be towards the lake. The ones on the east side are the 32 foot wide units and there's one lookout building on the north end and then there's two walkout buildings. And then the three buildings along Lyman Boulevard will have full exposure to Lake Riley and these are all walkout type units. Again here's the rendering of how that 30 foot wide unit would look. It's oriented towards the south. It has the porch and the deck which would extend partially over the driveway into the building. And these are the 32 foot wide twin home units. This is with the hip roof and then they brought in the gable. In this instance they've extended the fieldstone up on the front elevation. And then the 36 foot wide twin homes. As you can see those units along Lyman will begin approximately 10 feet above Lyman Boulevard so they'll be up high. They're walkout units. Setback 30 feet from the right-of-way and again they'll have a full decks and patios and a lot of window exposure on the south side. Staff is recommending approval of the site plan with conditions and I'm sorry on the front cover of the staff report it's conditions 1 through 3 for the site plan approval. Approval of the subdivision with the variance with conditions 1 through 8 and approval of the ordinance amending the PUD design standards for Lakeside and adoption of the attached Findings of Fact and Recommendation. With that I'd be happy to answer any questions. 5 Planning Commission Meeting -March 16, 2010 Larson: How about you Dan? Start with you this time. Keefe: You know on the setbacks, we're going from 50 feet down to 30 feet. But it also maintains the building height in here for condominiums with a minimum of 30 feet. Is that still, is condominium still going to be? Generous: Well the condominiums would be on the north end of the project. Keefe: So there's still a spot for the condo on the north end, right? Generous: Yes. Keefe: As I recall the most difficult thing we had was the condominiums on the, on that southeast comer right. Generous: Southeast corner, right. You can see it would be on the very top of this property. That's the last site that's available for development. Keefe: Okay and then that would still be retained. Generous: Asa condominium. Keefe: Okay. Generous: It start at 30 feet but then the building height is tied to the setback so as the building got taller it would have to step back. Keefe: Right. Generous: I would anticipate that they may terrace a structure on there except that the market's not in for condominiums right now. Keefe: Right. But on the east side, the 30 feet, it goes from 50 to 30, is that right? So it takes it closer to Eden Prairie right. Generous: Eden Prairie. Keefe: Yeah and. Generous: What we've also reduced the, originally the condominium on this side was a 3 story structure and so now we're down to one story with a walkout. Planning Commission Meeting -March 16, 2010 Keefe: Right. So there's really no way, you know with the one story walkout, I mean that's going to be the max height over there so even though you're going to have a reduction in width from 50 to 30, you really haven't, the massing is totally different. Generous: Yes, it's much smaller. Keefe: Okay. Generous: Look more like a single family home. Keefe: Yeah. Aanenson: If I can just comment a little bit on that too and some of the justification. If you looked at the orientation of a buildings, not all the doors face the street so there's some side loaded. So in order to accommodate that and Bob didn't mention it but back in 2007, well he mentioned it but I think we kind of glossed over it. We did amend the PUD ordinance to create some of that flexibility. When we have residential against residential we just automatically put in that 50 foot buffer but it didn't always make sense so we're looking at it by project by project basis so that was already in place when this project came through. So taking advantage of that and the fact that, like he said, there's not the same amount of massing. There's breaks in that and to allow for the different orientation so not all the doors are facing the street. They have side loaded. Some flexibility in design that we thought it made sense to get it, for that PUD. Keefe: Some relief on that. Aanenson: Some relief, correct. Keefe: And it butts up against the fairway but it's still 30 feet from the line. Aanenson: And the trail on the other side. Keefe: And that, you know in regards to the, you know the landscaping requirements, how do we do that? I mean is that, is it bermed behind those or is it you know in terms of the east property line. I forget what, just out of curiosity. Generous: There's a retaining wall. Larson: I thought there was a row of trees. Generous: Those trees on the Eden Prairie side. Keefe: Yeah, okay. Generous: So we'll get some and our ordinance specifies for every 100 feet you have to have something in there. 7 Planning Commission Meeting -March 16, 2010 Keefe: Okay. The 30 foot setback on Lyman, and we scratch 50 feet for the beachlot. Is there still a beachlot? Generous: There's a beachlot for this overall development. Keefe: Yeah, okay. Alright. Moving on to the variance. You know it's a narrow street, or narrower street. Put it that way. We've got other examples of private streets, right? In the city. Do we have an issue with termination? You know where this thing terminates to the east you know with turn around or you know fire or anything along those lines? Is it approved? Generous: They went through the fire marshal and he didn't have any problem with that. Keefe: Yeah. Generous: He just wanted to relocate the fire hydrant so that they can access it as they're coming into that street and then they'll hook up. It's short enough so that they don't need to have a bubble turn around. Keefe: Okay. Generous: They can back the truck in at either end. Aanenson: Again you ended up with a wider product and you have the differentiation in the side loaded garages so it pushes that so could you lose a unit? Or could you compromise a design? That was where we went with that and it's really only serving the 4 off that. Keefe: I mean if fire approved it then they're the guys that know. That's it. Larson: Okay. Thomas: I actually don't have questions with staff at the moment. Laufenburger: Nor I at this time Madam Chair. Doll: Is there any issues with retaining walls with having a railing on top of them? Isn't it kind of steep? Fauske: The way we've approached these Commissioner Doll is when we look at the height of a retaining wall versus it's proximity to a walking surface. Be it the sidewalk or something or a street. In this case we don't see the necessity for a fence. Doll: No further questions. Planning Commission Meeting - March 16, 2010 Undestad: Just one little follow up on Dan's. That setback when we go from that 50 to 30. Is there, are there any trees or anything in there that don't show up on here that are going to get removed in that extra 20 feet that we're removing out of there or are we still good with the 30 feet? Generous: We're good with the 30 feet plus we're requiring additional landscaping as part of the overall project for the boulevard planting and behind the houses. Larson: Okay. I just have one. Was this the same parcel that the one condo that was going to be 40, in excess of 40 feet? That we had issues with before when they were putting up their site plan originally. Aanenson: Yes, this originally was for a condominium project on this site. Both of them were approved. Larson: Right. But wasn't it like a 4 story or something? Why am I thinking that's what was going to go there? Aanenson: Yes. Generous: The final approval for this site was a 3 story building. Larson: Three story. Aanenson: With underground parking. Generous: Yeah, with underground parking. On Outlot, or Building B was a 4 story structure. Larson: Oh maybe that's what I'm thinking of. Generous: And Building C, which is the north one would also be 4 stories. Larson: Okay. Alright, well that's all I have. With that I will see, is there an applicant? Please step up to the podium. State your name and address for the record. Mike Broback: I'm Mike Broback from Lakeville, Minnesota. Ron Clark Construction. Madam Chairman, Commissioners. Do you have any questions for me? Bob did a pretty good job of presenting the project and we've also got a couple other members of our design group here. I think he went through most of the items. Larson: He tends to do that. He's pretty thorough. Mike Broback: Kind of covered the bases for us. We do, as he said, we have 3 different product types and the orientation of that, for the group of 5 is situated a little across the pond at the lake. That is kind of a different, new concept for us. It's main level living is actually above the N Planning Commission Meeting - March 16, 2010 garage. The other two building types are traditional walkout ramblers. And as Bob said we worked closely with the staff to get the layouts to work. Get the minimum separations between all the buildings and it worked out to a matter of a few inches and a few feet here and there to get everything squeezed in so we appreciate the staffs help in getting to that point. We did meet with both the other builders. We met with Wooddale and Cudd 2 weeks ago. Had a nice meeting with them. We're talking about doing some group marketing to market the neighborhood as a group. It's a wonderful development and we're excited to be a part of it. Last week we met with existing homeowners. We invited all the homeowners from the development to meet us over at the club house and representatives from both the builders came as well and had a real nice meeting with everyone. I think everyone's happy to have twin homes that match the neighborhood versus the previous condos so it's made our fitting in there pretty easy so we appreciate the consideration. Any questions for me? Larson: Anybody have any questions? I think we're good. Thank you very much. Laufenburger: I have just one question Mr. Broback, is that correct? Mike Broback: Yeah. Laufenburger: Can you talk a little bit about the price range that you think these will be on the market at. Mike Broback: Well we're still working on that. Generally the first 5 units to the west. Laufenburger: That being the 30. Mike Broback: 30 foot wide units. Laufenburger: 30 foot wide units. Mike Broback: Those will be around $400,000 to start Laufenburger: Per twin home. Mike Broback: Per twin home, yep. And the 32 footers will be about $500,000. Starting in that range. And then the 36 foot wide would be in the high 5's to low 6's to start. I think the square footages were, I don't have that right at my fingertips but they're in your book. That lower square footage would be the one level finish and up to a maximum square footage I think of up to 3,000 square feet is the largest and it's facing the lake. Laufenburger: And then one last question. When are you anticipating beginning construction? Is this something that you see, will early development be yet this year? 2010? Mike Broback: Yes. Yep. What we hope to have our approvals through the City so we can start in early June if possible. We do have a fair amount of site work to do where existing soils were 10 Planning Commission Meeting - March 16, 2010 stockpiled on, above higher than our building pads will need to be. So we need to dry out the material that's stockpiled on the site so if we'll get some dry summer weather to do that. Laufenburger: We'd all like that I think. Mike Broback: And we plan on some models started and completed towards the end of the year. Laufenburger: Thank you. That was my only question. Larson: Okay, thank you Denny. Thank you very much. Alright at this time I will open the hearing to the public. Anybody wishing to come up and speak, please stand up to -the podium. Give your name and address for the record. Tom Vasquez: Thank you, good evening. My name is Tom Vasquez. I live in North Bay immediately adjacent to the proposed development. I also serve as the president of the North Bay Homeowners Association. We have reviewed the proposed plans and certainly support their enactment. We do have one request and this is the same request that I made several years ago when Lakeside was initially proposed and that is that should this proposed plan be approved, that the contractor would please take and utilize the Lyman Boulevard entrance for all construction equipment and personnel. There is an entrance to the site off Lakeview Road, as you know, through North, adjacent to North Bay and some of our most senior citizen residents live right in the area of that entrance off Lakeview Road and so we'd sincerely appreciate if the, if approved, if the contractor would use the Lyman Boulevard entrance for all construction equipment and materials. That was very thankfully observed by the original developers of Lakeview for which we were appreciative. Thank you. Larson: Thank you. Scott Fredrickson: Good evening. I'm Scott Fredrickson. I live in Bearpath and I represent the kind of homeowners along 15 immediately across from this development and let me start by saying we're delighted that Ron Clark is going to step into the shoes of Sienna and we think it's a huge upgrade to the project. I do have a couple of comments. Number one, when they were prepping the site for the condo development they really massed a lot of soil on the site of the potential condo building and so today that elevation sits quite a bit above the elevation of the rest of the project and so I'd be concerned that they kind of take it back down to a more normal level and that the heights of the buildings that are proposed are consistent with the heights of the Charles Cudd development townhouses because it's hard to guess where they'll end up on kind of an absolute elevation. If they were to build from the existing grade up, they'd be quite a bit above the grade of the remaining Charles Cudd townhouses and so I don't know if we have elevations of where those roof lines actually ended up relative to where the Ron Clark roof lines ended, or are proposed to be but I'd be interested to know that they're at least consistent there. The second thing is, there's trees and a trail corridor that are immediately adjacent to this and there was a lot of controversy. Everybody remembers years ago about making sure those trees remain and right after the development got approved of course Sienna came through and clear cut everything that wasn't in the trail corridors so today there's no trees standing on any of this 11 Planning Commission Meeting -March 16, 2010 site but the trees that are there are clearly in the trail corridor so I'd want to just caution everyone that through the construction process and through the process of prepping the site they're cognizant of the existing trees and try not to disturb those because they survived now a few years. We'd like to see them remain. And then the trail corridor we'd like to see at some point get completed and I'm not sure if the onus on that rests with Eden Prairie. Rests with Chanhassen but it'd be nice to see at some point that get rectified. The only thing that really was a little bit concerning was the setback and there really isn't a hardship I don't think you can point to. This is a foreclosure situation. It went back to the bank. I mean when the original developers came up they talked about how much they had to pay for the site and how as a result of their exorbitance on it that they were paying to rip down the old apartments they had a hardship so they needed some of the variances to make the economics work. Now it's been in foreclosure. I mean I assume that the deal you're getting on the land today and terms of Ron Clark are pretty attractive so there really isn't a hardship so back to some of the points that were brought up earlier. Maybe in compensation for this pushing the property up to inside the current setback 20 feet, maybe they could add some landscaping or do something because they really have pushed it inside and I noticed on the site plan that they've got kind of an equal amount of space in front of the units as they've got behind the units so they're kind of centered on the site so I don't know if it makes more sense to shift them forward or put some more trees in back but we're very cognizant of the screening and now to the extent, clearly we're delighted it has the potential to be lower but now we pushed it right up against the fence so those are all things we'd like at least considered in the approval but overall of course we're supportive of the project. It's a huge upgrade from what we saw before. Thank you. Larson: Okay, thank you. Anybody else? Seeing nobody else I would close the public hearing. Pardon me? Doll: I was just looking at the elevations. Keefe: Can we do a follow up question to staff on the elevation question? I think there were a couple good points that Scott brought up. Fauske: Certainly with respect to the roof line elevation, we can certainly work with the residents of Bearpath to, and with the applicant give them some ideas what the roof lines will look like. We don't have that information at our fingertips at this point. Keefe: Well they referenced material on the site. Aanenson: There has to be quite a bit too. That's what Alyson can address, yeah. Fauske: When the original development went in with regards to the amount of material on the outlot as it exists, we certainly see that quite a bit with a phased development where they go through and they typically will mass grade the site to get the site balanced and then stockpile material on outlots that are to be platted in the future...and that's a situation we're faced with at this point. The developer, Ron Clark right now is looking at a situation where he indicated that they have some grading work to do but certainly they do have to tie in with the elevations that 12 Planning Commission Meeting - March 16, 2010 we see of the existing townhomes through there. So particularly on the east property line where we start looking at where they tie into the existing, there will be a retaining wall in there and just looking at the maximum height of that wall it's approximately 8 feet at it's maximum which is between the, well I don't know where the location is. It's about halfway between, about the halfway mark of that wall on the eastern property line. Aanenson: Just a minute. Bob, can you please use the pointer and then show, or have Alyson do that. yeah. Fauske: So approximately at that location where you have an 8 foot high retaining wall and that's simply because of the grade difference from the site to the existing Bearpath development. Keefe: So the retaining wall is already there? Fauske: The retaining wall, this retaining wall is proposed. There's an existing retaining wall on the west side. Thank you Bob. And that's what prohibits shifting those units further to the west and having an access off of that private drive. The grades just aren't conducive of doing that. Larson: So the elevation is higher than. Fauske: Correct. Larson: The golf course. Doll: Can you turn on the aerial once? Are you, do you know, I'm sorry about my glasses. I have the wrong glasses on. Just trying to figure out if you're running with the, you know there's one property to the north. Are you trying to tie in that, you know it looks like you're running your elevations all the way back to achieve your walkout and everything it's flowing towards the trail. But are you consistent with the property, well I guess that's on the east side. On the northeast side. I don't even know if there's anything built there. I unfortunately didn't get a chance to get out there and look. You understand? On that first lot, it appears by the aerial that there's nothing right in there. Just for his thought you know on elevation. Keeping it consistent. Are you looking at the walkout elevation in that and then does your grading plan follow? Fauske: That's correct. That's correct. Doll: Okay. So it's, essentially you would have the same kind of elevation that the existing homes there are because. Mike Broback: It starts really close to the same elevation as the ... home next door and it does step up a little bit as you get closer to the lake. Doll: It does step up, okay. 13 Planning Commission Meeting -March 16, 2010 Mike Broback: But we will be cutting off quite a bit of material. That one side elevation Bob that shows the entrance off Lyman. That one. You can kind of see the relationship between the top of the existing wall. Just a couple feel below are walkout elevation on those... so we'll be cutting down, right now there's probably another 8 to 10 feet of material sitting right there. We'll be creating that back towards the Cudd homes because there's a drainage collection area right now that exists. The retaining wall Bob is showing is actually... Larson: Oh! That's what I was wondering. Mike Broback: So there's a 6 to 8 foot wall behind their homes and our homes are lower so, if that makes sense... Larson: Okay. Aanenson: So again the challenge is there's fixed points that we had to work that product in and herein lies the challenge of working the orientation. Where you wanted to compromise and looking at the value. Trying to match the values that were already there based, because even the condominiums we're looking at were larger, significant value so that's what we trying to match to make the existing homeowners happy so that's where we ended up with kind of that product type and then kind of pushing it, but certainly I just want to point out too in the staff report, one of the conditions was, and this was raised regarding the landscaping plan. That we are going to ask for additional landscaping. It does meet the minimum so when it comes back for final plat we'll look at that screening along the back and how that works with, and looking at those existing trees. Field check those and then provide additional screening between that and then the golf course behind so that is a condition that's in here and we'll work with them. Keefe: What about the trail? Aanenson: It's Eden Prairie's. Keefe: It is? Okay, so it isn't our's to. Aanenson: No. I think everybody thinks it would be a benefit and now you can go underneath the new 312 so it would be nice to complete that. Keefe: Right. Okay. Larson: Okay. Well what do you think? Laufenburger: I have a question for staff. Larson: I'm sorry. 14 Planning Commission Meeting -March 16, 2010 Laufenburger: I believe it was Mr. Vasquez who asked the question about construction traffic. Are we in a position require that of construction to keep it off the Lakeview, I think it's call Lakeview? Or is that not in our purview? Fauske: Commissioner Laufenburger, to answer your question with regards to grading the site, we do work with developers to establish a haul route. When it comes to the individual home permits our requests, we're somewhat limited in directing them where the traffic should ingress and egress the site but I think we can certainly ask Ron Clark to use that access point and I think it's a logical access point for their construction deliveries. It would be the most direct access. Laufenburger: Thank you. Aanenson: Okay just for the record. Typically those are put into the development contract also as part of the standard language. It typically goes to the City Council level but we'll certainly carry that forward. Laufenburger: Thank you. Doll: Can we include that language in the motion? Aanenson: Yes you can but typically, as Alyson was saying, the grading in the final plat, that's where we identify haul routes and typically those are put into a development contract because as she says on the individual building, although in this case it's the same builder/developer that typically you know. In the past we didn't have that problem and I don't believe but we'll certainly put it in there. Doll: It makes sense to use the entrance. Larson: Okay. Well. Laufenburger: Oh I had one other question. Thank you. Larson: Okay. Laufenburger: The, this is for staff again. The staff report showed various fees. Water quality fees. Water quantity fees. I'm going to call it a SWMP fee. SWPP. Are these new fees associated with the development or are these fees that were previously collected? Generous: They're existing fees. We've always collected them. Thanks for bringing that up though. On the staff report there was a typo on page 9. The water quality fee was $17,152.99. Not the 72. The total's correct but that number was wrong. Laufenburger: Say that one more time Bob. The water Generous: The water quality fee should be $17,152.99. 15 Planning Commission Meeting - March 16, 2010 Larson: Instead of? Generous: $72,137. Larson: I thought that seemed high. Generous: The total was correct. Laufenburger: So the total fees of $35,129. Generous: 61 are correct. Laufenburger: That is correct. Generous: And the quantity fee was correct but that number was wrong. Laufenburger: Okay. Well I was kind of looking forward to the combining of the two numbers including the incorrect one but I understand. Aanenson: And I was just going to clarify too then when you, because this is an outlot and when it goes, becomes a plat that's when we attach the fees so that's when the extraction occurs. Laufenburger: Okay. Thank you. Larson: You're welcome. Anyone else? No more questions? No? Keefe: Close? You haven't closed the public hearing right? Larson: I already did. I closed the public hearing. We're chitty chatty now. So go ahead Keefe: You know I think this may be a case where sort of economic distress may have benefitted a lot of people except for maybe the people who were foreclosed out on this. I mean I think the lower density is a real improvement. I think the quality of their product is really nice and I really like it. I think it's good. I think it's an improvement. Thomas: As do I. I really do like it too. It's a good development. It looks nice with the property and I think it will really compliment everything else that's on the site. Yeah. Laufenburger: Concur and I think the existing homeowners that are in there will be pleased to see all of that bare space filled in. Doll: I like it. Undestad: Good. 16 i Planning Commission Meeting -March 16, 2010 Larson: Good. I agree. I had misgivings a little bit about the previous condo that was going to go in. I like this much better so kudos. Alright, well with that I will entertain a motion. Undestad: I'll make a motion. That the Chanhassen Planning Commission recommends City Council approve the ordinance amending the PUD design standards for Lakeside. Number two, that the Chanhassen Planning Commission recommends City Council approve the subdivision for Lakeside 4t6 Addition creating 22 lots and 3 outlots with a variance to permit a 20 foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10/15/09, revised 2/25/10 subject to conditions 1 through 8. And Chanhassen Planning Commission recommends City Council approve Site Plan 10-06 for a 22 unit twin home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10/15/09, revised 2/25/10 subject to conditions 1 through 3. Larson: Do I have a second? Keefe: Second. Undestad moved, Keefe seconded that The Chanhassen Planning Commission recommends City Council approve the ordinance amending the PUD Design Standards for Lakeside. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Keefe seconded that the Chanhassen Planning Commission recommends City Council approve the subdivision for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before final approval. 5. Landscaping security shall be provided for all development landscaping. 17 Planning Commission Meeting - March 16, 2010 6. Fire Marshal conditions: a. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). e. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4). f. 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 sign (2007 MSFC Sec. 505.2). g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. c. An easement is required from the appropriate property owner for any off -site grading. 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. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. f. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Planning Commission Meeting -March 16, 2010 i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. j. All streets within the development will be privately owned and maintained. k. The developer must submit written verification that the private streets meet a 7-ton design. I. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. b. Show sealed concrete washout area. c. Provide an updated SWPPP. d. Eliminate detail plate 5300. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Undestad moved, Keefe seconded that the Chanhassen Planning Commission recommends City Council approve Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. 3. Building Official conditions: a. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. c. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. d. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. e. Retaining walls over four feet high require a permit and must be designed by a professional engineer. f. Each lot must be provided with separate sewer and water services. V9 Planning Commission Meeting -March 16, 2010 g. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aanenson: Excuse me Madam, did we adopt the Findings of Fact with that motion? Thomas: I don't think it was added on there. Undestad: Wasn't it? Larson: Okay, back up. Aanenson: Yep. Can we, and adoption of Findings of Fact. Can we incorporate that? Larson: And the Findings of Fact. Thomas: Do we need a motion for it? Aanenson: Yes, thank you. Larson: All in favor. Thomas: Wait, wait, Madam Chair. Larson: Alright, one of you guys. Thomas: Alright. Larson: Sorry, I'm too sick. Thomas: That's alright. I move to add the adoption of the attached Findings of Fact and Recommendation. Keefe: Second. Thomas moved, Keefe seconded that the Planning Commission adopt the attached Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Aanenson: Thank you. 20 lo-o� CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Ron Clark Construction and Home Federal Savings for an amendment to the Lakeside Planned Unit Development to convert two of the condominium buildings into 22 twin - home units and revisions to the design standards regarding setbacks; subdivision approval for 22 lots and 3 outlots with a variance for a 20-foot wide private street to access Block 3; and site plan approval for 22 twin -home units. On March 16, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ron Clark Construction and Home Federal Savings for an amendment to the Lakeside Planned Unit Development to convert two of the condominium buildings into 22 twin -home units and revisions to the design standards regarding setbacks; subdivision approval for 22 lots and 3 outlots with a variance for a 20-foot wide private street to access Block 3; and site plan approval for 22 twin -home units The Planning Commission conducted a public hearing on the proposed Planned Unit Development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Residential (PUD-R). 2. The property is guided in the Land Use Plan for Residential -High Density. 3. The legal description of the property is: Outlot B, Lakeside Addition and Outlot E, Lakeside Third Addition. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is or will be compatible with the present and future land uses of the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. SCANNED f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; 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 environmental damage; f. The proposed subdivision will not conflict with easements of record; and 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. 6. Private Street width variance findings: a. The hardship is not a mere inconvenience. b. The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c. The conditions upon which the request is based are unique and not generally applicable to other property. d. The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. 7. Site Plan Findings: a. The twin home project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The twin home project is consistent with this division; c. The twin home project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; 2 d. The twin home project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The twin home project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. The twin home project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 8. The planning report #10-06 dated March 16, 2010, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development amendments, subdivision with variance and site plan. ADOPTED by the Chanhassen Planning Commission this 16th day of March, 2010. 3 ft -7-q-i MEMORANDUM TO: Todd Gerhardt, City Manager CITYOF CNANNASSEN FROM: Bob Generous, Senior Planner 7700 Market Boulevard DATE: July 12, 2010 PO Box 147 Chanhassen, MN 55317 SUBJ: Amend Final Plat for Lakeside Fourth Addition Planning Case #10-06 Administration Phaie: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 Recreaft 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 Cerder Phone: 952.227,1125 Fax: 952.227.1110 Web Site www achanhassen.maus PROPOSED MOTION "The Chanhassen City Council approves the amended final plat for Lakeside Fourth Addition; date stamped received July 4- 9, 2010." City Council approval requires a majority vote of City Council present. PROPOSAL SUMMARY The applicant is requesting an amendment to the final plat approval for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. The amended final plat revises Block 3 and Outlots B and D. The proposed amendment changes the orientation of the homes on Lots 5 and 6, Block 3 and straightens the east end of the private street. The proposed subdivision complies with the requirements of the Lakeside PUD regulations. Staff is recommending approval of the amended final plat for Lakeside Fourth Addition. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. BACKGROUND On May 24, 2010, the Chanhassen City Council approved the final plat for Lakeside Fourth Addition. SUBDIVISION REVIEW Lakeside Fourth Addition consists of the platting of two outlots creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. SCANNED Chanhassen is a Community for Life - Providing for Today and Planning forTomonow Todd Gerhardt Lakeside Fourth Addition July 12, 2010 .ice Page 2 of 5 Amended Final Plat: LAKESIDE FOURTH ADDITION CR OOL. N0. -- — — ".Es... Revised Amended Final Plat Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 3 of 5 Previous Final Plat: Y \ 1 i1 �11 S _l COMPLIANCE TABLE Area (square feet) Notes CODE 2,700 Ll 131 2,872 1,2 Bl 2,925 L3 B 1 2,921 L4 B1 2,925 L5 B1 2,925 L6 B 1 2,916 L7 B1 2,883 L8 B 1 2,925 L9 91 2,925 L10 B1 2,955 Outlot A 33,046 Will be used as common open space and driveway access to the units. Li B2 3,318 L2 B2 3,938 L3 B2 3,750 L4 B2 3,980 L5 B2 3,667 L6 B2 3,715 Ll B3 4,835 L2 B3 4396 4,788 5,037 L3 B3 4,36& 4,560 4,798 L4 B3 5;4",560 L5 B3 6,499-4,560 Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 4 of 5 Area (square feet) Notes L6 B3 � �^�84 4,295 Outlot B 27,022 30,61 30,099 Will be used as common open space and driveway access to units Outlot C 12,963 Development retaining wall and development monument sign Outlot D 4209.13,471 Will be used for the private street and guest parking Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. The schematic below shows the change in orientation for the homes on Lots 5 and 6, Block 3. Original Orientation Revised Orientation The revised amended final plat resulted when the developer laid out the new building footprint, which required them to make a few adjustments on the plat, none of which are significant, but which must be approved by City Council. RECOMMENDATION Staff recommends that the City Council approved the final plat for Lakeside Fourth Addition, creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. The construction plans shall be as modified to accommodate the change. Lakeside Fourth Addition ATTACHMENTS Reduced Copy Final Plat. Reduced Copy Lakeside Fourth Addition Area Sketch. Reduced Copy of Lakeside Fourth Addition Grading, Utility & Street Construction Plans. _I \ \ / § ! ( ] |{ �\ / 3 g 0 c / { \ ) ; it �is \ vs �A! # )Z wm A2 as 1 • 1 is �` 1 i^ O O 9ii-+09ts� 1 ; W Z z ut36 iv ';i� p J. 6'fw. 115. 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I'9�!` a' d pig = to *13-ta iii � .`E T hl�lii1'3�;,�iji � i lip ��' i i�! k lilil;:k 'in � �'t➢� ; _ lltll �iii�+i� ; i �t _ fit, P. VICA 1 p !!l' i Sl.f i3 I a � i > .si w Ir _` �.��,�iMETES ®®®�• { • j i I ! i$p @SUM e"a����b « 3a °est??"e€!€:. ns�acaaee�accca ..3 Sa �, zo •r li 11 4 !zS � $E •. IIIIII 'pr a FgF as yy —r -=yy �W3�SkTss: R 1wg 't I i €f € ZW p� $§ „y97 a s :� CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen. MN 55317 Administration Phone: 952.227.1100 Fax: 952227.1110 Building Inspections Phone: 952.227.11 BO Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Fnance Phone:952.227.1140 Fax: 952,227.1110 Park & Recreation Phone:952.227.1120 Fax: 952,227.1110 Remotion 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 carter Phone:952.227.1125 Fax: 952.227.1110 Web Site wwad.chanhassen.mnas 1d TI—DWITSKYLT1 FUMT31 TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: July 12, 2010 SUBJ: Amend Final Plat for Lakeside Fourth Addition Planning Case #10-06 PROPOSED MOTION "The Chanhassen City Council approves the amended final plat for Lakeside Fourth Addition; date stamped received July 4- 9, 2010." City Council approval requires a majority vote of City Council present. PROPOSAL SUMMARY The applicant is requesting an amendment to the final plat approval for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. The amended final plat revises Block 3 and Outlots B and D. The proposed amendment changes the orientation of the homes on Lots 5 and 6, Block 3 and straightens the east end of the private street. The proposed subdivision complies with the requirements of the Lakeside PUD regulations. Staff is recommending approval of the amended final plat for Lakeside Fourth Addition. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. BACKGROUND On May 24, 2010, the Chanhassen City Council approved the final plat for Lakeside Fourth Addition. SUBDIVISION REVIEW Lakeside Fourth Addition consists of the platting of two outlots creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. Chanhassen is a Community for We - Providing for Today and Planning for Tomorrow {CANNED Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 2 of 5 Amended Final Plat: LAKESIDE FOURTH ADDITION a^T°'<<"° ap CP. OCC. NO !\i\\ Yyq� 11 � ✓ ` ' qv \ " L •�Eg�\ lam\ 1 � 3 ___ 11 ym �• i _1-- .{• __ - N' • - - Revised Amended Final Plat \ V\ ) i y x z� ♦� j1 PuT Fle No. C.N. D . No. J Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 3 of 5 Previous Final Plat: COMPLIANCE TABLE Area (square feet) Notes CODE 2,700 Ll B1 2,872 L2 B 1 2,925 L3 B 1 2,921 L4 B1 2,925 L5 B1 2,925 L6 B1 2,916 L7 B1 2,883 L8 131 2,925 L9 B 1 2,925 L10 B 1 2,955 Outlot A 33,046 will be used as common open space and driveway access to the units. Ll B2 3,318 L2 B2 3,938 L3 B2 3,750 L4 B2 3,980 L5 B2 3,667 L6 B2 3,715 Ll B3 4,835 L2 B3 4496-4.488 5.037 L3 B3 4,369-4-AM 4-798 L4 B3 5,489-4,560 L5 B3 6;99",560 Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 4 of 5 Area (square feet) Notes L6 B3 �,'^04 4,295 Outlot B -17,022 46 30,099 Will be used as common open space and driveway access to units Outlot C 12,963 Development retaining wall and development monument sign Outlot D 44,-869-13,471 Will be used for the private street and guest parking Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. The schematic below shows the change in orientation for the homes on Lots 5 and 6, Block 3. v E I O \ 3 i z \ �\ 4pT Original Orientation Revised Orientation The revised amended final plat resulted when the developer laid out the new building footprint, which required them to make a few adjustments on the plat, none of which are significant, but which must be approved by City Council. RECOMMENDATION Staff recommends that the City Council approved the final plat for Lakeside Fourth Addition, creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. The construction plans shall be as modified to accommodate the change. Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 5 of 5 ATTACHMENTS 1. Reduced Copy Final Plat. 2. Reduced Copy Lakeside Fourth Addition Area Sketch. Reduced Copy of Lakeside Fourth Addition Grading, Utility & Street Construction Plans. gAplan\2010 planning cases\10-06 lakeside fourth addition (lakeside twinhomes)\final plat A^�nts revised 7-1-IUrevised final plat ntetno.doc � *| 2! _I / © - !| D !§ G �� ; - / ----------� < | ! |! |% |/ _ / E 3 0 c /_- » ! / 5 ,»!)! { J- u ; |�! •! G\i#t C 1 ;q�� —' I; ti Ell Z Z � ` elf Ik a Ci 1 \i I \ i Y s 8 \ J w cr • Q // � s'' ad a � S� q�a a C � � w II i� W Iff MW Q Vp a i s &' y m+ faro ^s 9as NW49., 1 I I „1 ii p \1'j1 � I I I I1'it / / M1p[A°ap> ♦ '[ ry 0 OJ91 p• y5 } W W Y / / / _ � � N M •off \ "f / w" •g4.gh 4�b i \\ /\ s3�•[� n GS� / \ M1 / FFA Vig WJ g� S x - 'd RON ' g"a i;ca b RN, s tld k o gEY 3�b4� 4 C� e fPY O MY O 9� YY V Ei Y .r pia z Pr O • fa .x 0 Yy :5 >Y Yr o1C Yoh x; Q F� L.L O oRE LL k W o�g W Q W .k � a`e Y Q J Yr .r Mr n� Y n 9Y� pY � ]a .Y n as pY d 9e �i� LEGEND if W N p CGn) Pwo�o u — rx,. unx o o p -- u u wnx �xr [ �[ Gxwr(t ram♦ OK«e'Iw«x�M KRu9� RX. 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' tg { �giig g I E is 0 1 ;Eg H � IiB1iEl:}}i I�J ab �iis a1 lit ij �. l I 9g�WHO W l JJ �� A .N0R TH BAY 2N0 AD DI TIO �t p0� Vtl �a3� ��S�E �t FRY e as 5 r�aE.99 aFY tlEC Cae�tl Ctle Ct Hill. z IjjII I p ARP A T H 3 Il y g ;• g ae as r q A u a isaaa �@a ~`' 8 E A R P AT H S-R , WOMM ;N 0 R T H RAY 2 N D AD DI T 1 ON :35 ADD IT I OJN- , - -- - ' ■o M CITY OF CHANHASSEN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227,1100 Fax: 952,227.1110 Ndng Inspections Phone:952,227.1180 Fax: 952.227.1190 En9ineerin9 Phone: 952.227,1160 Fax: 952.227.1170 Finance Phone: 952.227,1140 Fax 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax. 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227,1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 senior Center Phone: 952.227,1125 Fax: 952.227.1110 Web site wwauchanhassen. mn.us MEMORANDUM TO: Todd Gerhardt, City Manager � VOID FROM: Bob Generous, Senior Planner DATE: July 12, 2010 SUBJ: Amend Final Plat for Lakeside Fourth Addition Planning Case #10-06 PROPOSED MOTION "The Chanhassen City Council approves the amended final plat for Lakeside Fourth Addition; date stamped received July 1, 2010." City Council approval requires a majority vote of City Council present. PROPOSAL SUMMARY The applicant is requesting an amendment to the final plat approval for Lakeside Fourth Addition creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. The amended final plat revises Block 3 and Outlots B and D. The proposed amendment changes the orientation of the homes on Lots 5 and 6, Block 3 and straightens the east end of the private street. The proposed subdivision complies with the requirements of the Lakeside PUD regulations. Staff is recommending approval of the amended final plat for Lakeside Fourth Addition. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. BACKGROUND On May 24, 2010, the Chanhassen City Council approved the final plat for Lakeside Fourth Addition. SUBDIVISION REVIEW Lakeside Fourth Addition consists of the platting of two outlots creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. Chanhassen is a Convnur* for life - Providing for Today and Planning for Tomorrow Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 2 of 4 Amended Final Plat: Previous Final Plat: i 6 /����t L \ ♦ roi 1 a x � 1 � 1 Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 3 of 4 COMPLIANCE TABLE Area (square feet) Notes CODE 2,700 Ll B1 2,872 L2 B 1 2,925 L3 B 1 2,921 L4 B 1 2,925 L5 Bl 2,925 L6 Bl 2,916 L7 B1 2,883 L8 B1 2,925 L9 B I 2,925 LI O B 1 2,955 Outlot A 33,046 Will be used as common open space and driveway access to the units. Ll B2 3,318 L2 B2 3,938 L3 B2 3,750 IA B2 3,980 L5 B2 3,667 L6 B2 3,715 Ll B3 4,835 L2 B3 44% 4,788 L3 B3 4,368 4,560 14 B3 3 489-4,560 L5 B3 61399-4,560 L6 B3 3,482L3,984 Outlot B 2:7,022 30,616 Will be used as common open space and driveway access to units Outlot C 12,963 Development retaining wall and development monument sign Outlot D 44469-13,476 Will be used for the private street and guest parking Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. The schematic below shows the change in orientation for the homes on Lots 5 and 6, Block 3. Todd Gerhardt Lakeside Fourth Addition July 12, 2010 Page 4 of 4 Original Orientation Revised Orientation RECOMMENDATION Staff recommends that the City Council approved the final plat for Lakeside Fourth Addition, creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. All other approvals and conditions remain in place from the May 24, 2010 final plat approval. The construction plans shall be as modified to accommodate the change. F •_lul ►M 1. Reduced Copy Final Plat. 2. Reduced Copy Lakeside Fourth Addition Area Sketch. 3. Reduced Copy of Lakeside Fourth Addition Grading, Utility & Street Construction Plans. gAplan\2010 planning cases\I O-06 lakeside fourth addition (lakeside twiohomus)\fital plat documents revised 7-1-10\revised final plat memo.doc w o w N Q � C� z z 1 uj ZQ % Vy B gj 4Eba3'x — = W C p_ u.w OCE = e d snn .m`• ... t°d•P..J � may, � L•_ a O ,/ < f' 0 � . Q ry D u IO LL. W W Y / 3 y � _� • may. AS 4,F � _� • may. AS 4,F x� N •. •l•'�� IIF•a 1 I° I an 1 rapry'ypAazA 1 n 1-4^�5y I 1 sp�g I � 1 1 � I I I b_' Yi1 Miry \ V / i C—CE !ba i LAKESIDE FOURTH ADDITION AREA SKETCH AREA SUMMARY aoo� i -L.eea AL BLOLN -L. 14 AL TLod J, eEA ec AC TOTAL LOi OT A -2. W TOTAL W A -MEe -].WBB 1C TOTAL AREA -]B]B] 1C 1 e 1e ° ti ° —Ae ) c e e 2 3 WIIMA .. e ALA. T •ai re 01. ° AA, e 2 ° a ° :h• T .1",4 k :R9k CITY OF CHANHASSEN dL4k WTILOTC ;.;k �:.. } •••�• RECEIVED JUL 0 1 2010 CHANHASSEN PLA$INING DEP7 SCANNED LWEND TRINNIm RE 'Dna`«..Nl) NE(y o o • • • & H N NNN[ SYW Y»[P _rol_ •.♦ .11U L. ��» . .... ... .. ,wa BiNWWS fMf.tt D-DR- N` REIN 0 ra=RU —IN-1 • 9' R .EAU n WATER a. a ANC mr EN 0MM.0 u]NTY L.B U.DLNfphxO rz.Ev.ax ui�Nanc» NDe `..axE a. nEcm¢ awn rN wwnwwNo E. u. nttv� "I 1. wRUl.N`NEE IN rt.ErxaN RUN N .oN U1.1Y•pv E `: L. o a» p" URN ».uN �aErt E l. �YT..Lw NS LAKESIDE 4TH ADDITION GRADING, UTILITY & STREET CONSTRUCTION PLANS CHANHASSEN, MINNESOTA \\ N1, No, 1 c SHE_ETINDEX 1. COVER SHEET 2. SANITARY & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS 01. GRADING & EROSION CONTROL SI. SITE PLAN CITY OF CHANHASSEN RECEIVED Jul 0 1 2010 CHANHASSEN PLANNING DEPT a cnnv<la�l v B.EC BARK Lw.x .om ..o in:� O1w rzn "oE rc S RE,' UlN lDEW �X .WLSEv 0E VIE �L. -NRU o ,U, »E, x'EoM.1x]. E 0RIND ;DE WITEEx DUD. 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LL E 93 I 0 j �lj� 1 i it iltiillrt3191i� � L•! ; ;.. 1 £S � s M ¢ FT. •'� t (n O U' iF6 de_tyi F m3 Z .` I if =w a giYesE� It. c) G z LU PY 't 6g eY yd � 01. gg9gY 4 Ai �i��"a yig¢A Wit_ jigif -- y 3 E ARP A 3R D _ A O C'._TI ON_ ,- xt F F F � n y f J 4 Z HR ! 0 Uy eYli ja v 3 w - ••.�. � i/i da 3 = d N 0 R T H 8 A T 2 N 0 A D 0 1 TI 0 Na F aOwp Pell f f py��IJ IF"1 Y' d 89 33 Y€s93e_y gM�'i2er 5y 'y"'er�iY �$`A 'gaiee4 h.g i 4 e a a a IS # ° 9:z`€91€:F3 `: ...tl Ea En Ctl CCd EC en6I5a $ c a a a a =giy 4g01 ? I a �0-0 I III $€ 9+ m A All a� ~I 1 / } §. } Q ! \ ) ! � . - , ,e w1,�, 4 - � -- � l � <6 ©/ \2n\/ 1^ � .. .�� � o k b wq )|) ! f|]| 4h CITY OF CBANN3EN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952,227.1110 Building Inspections Phone: 952.227.11 BO Fax: 952.227.1190 Engineering Phone: 952.227,1160 Fax: 952.227.1170 luI &V&0)T .i�� 1W9J TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: May 24, 2010 ow, SUBJ: Final Plat Approval for Lakeside Fourth Addition Planning Case #10-06 PROPOSED MOTION "The Chanhassen City Council approves the final plat for Lakeside Fourth Addition subject to the conditions in the staff dated May 24, 2010." City Council approval requires a majority vote of City Council present. PROPOSAL SUMMARY Finance The applicant is requesting final plat approval for Lakeside Fourth Addition Phone: 952.227.1140 creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private Fax: 952.227.1110 street to access Block 3. The proposed subdivision complies with the Park & Recreation requirements of the Lakeside PUD regulations. Staff is recommending approval Phone:952.227.1120 of the final plat for Lakeside Fourth Addition subject to the conditions of the staff Fax:952.227.1110 report. Recreation Ceder 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952,227.1404 Planning & Natural Resources Phone: 952227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Pfbne:952.227.1125 Fax: 952.227.1110 Web Site wwwAchanhassen.maus On April 12, 2010, the Chanhassen City Council approved the following: • The ordinance amending the PUD Design Standards for Lakeside. • The preliminary plat for Lakeside Fourth Addition. Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development. Chanhassen is a Commonly for Lite- Providing for Today and Planning for Tomorrow SCANNED Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 2 of 14 SUBDIVISION REVIEW Lakeside Fourth Addition consists of the platting of two outlots creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3. 1 s � • V� � e � n 1 GRADING AND DRAINAGE The developer proposes to mass grade the development areas; the building pads were not graded with the Lakeside improvements. It is unclear how positive drainage around Lot 10, Block 1 will be achieved. The developer's engineer must work with the engineering staff to ensure that the drainage pattern works around this lot. An easement is required from the appropriate property owner for any off -site grading. 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. As part of the preliminary plat review, a perspective from the property to the east toward the development was provided. While the view of the units shown in the perspective is probably accurate, the cross section failed to show the location of the retaining wall. The lower level of the units will be below the grade of the land on the Bearpath property to the east and only the main level and the roof will be visible to the east. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 3 of 14 RETAINING WALLS The proposed retaining walls are shown in red. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development from existing stubs installed with the Lakeside development. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. The construction plans must include a profile of the watermain from the existing stub within Lake Riley Drive to the tee in front of Lot 2, Block 3. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council. 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. The applicant is required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Department of Health, Carver County and Watershed District. STREETS Access to the twinhomes will be from private streets which will extend from the existing private streets within the Lakeside development. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. This development is adjacent to Lyman Boulevard, and is therefore within the Collector Roadway Traffic Impact Zone and subject to the $2,400.00/developable acre fee, which is calculated as follows: Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 4 of 14 1.906 acres x $2,400/acre = $4,574.40 (Area of Lots 1-10, Block 1 Lots 1-6, Block 2 and Lots 1-6, Block 3) EASEMENTS Perimeter drainage and utility easements were platted around the perimeter of Outlot B, Lakeside and Outlot E, Lakeside Third Addition, the parent parcels of Lakeside Fourth Addition. The final plat approval shall be contingent on City Council approval and filing of the vacation of these easements. WETLANDS A review of available data including the Chanhassen SWMP, NWI, and aerial photography does not indicate the presence of any wetlands on or adjacent to the site. LAKES AND RIVERS The proposed project is not located within any Shoreland Overlay Districts. EROSION AND SEDIMENT CONTROL AND RUNOFF The total land disturbance associated with the proposed project exceeds the minimum threshold for "small construction activity". Therefore, a NPDES Phase II permit to discharge stormwater associated with construction activities is required. This permit must include the General Contractor responsible for day-to-day operations of the site and the owner. This should be noted on the SWPPP included with the plan submittal. Staff has been working with the developer to procure the permit and has received a Storm Water Pollution Prevention Plan. The Grading and Erosion Control Plan were reviewed and a few changes will be necessary as listed in the Recommended Conditions of Approval. SURFACE WATER MANAGEMENT PLAN (SWMP) CONNECTION CHARGES SWMP Fees will be based upon a site area of 3.878 acres less Outlot C, which is measured to be 0.297 acres in area. Water Quality Fees Water quality fees are charged for a medium density residential PUD at a rate of $4,790.00 per acre. Given the assessed area is 3.58 acres, the gross water quality fee is calculated to be $17,152.99. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 5 of 14 Water Quantity Fees Water quantity fees are charged for a Medium Density Residential PUD at a rate of $5,020.00 per acre. Given the assessed area is 3.58 acres, the gross water quality fee is calculated to be $17,976.62. Net SWMP Fees This project will direct 2.819 acres to a NURP basin for treatment. This results in a water quality credit of $6,751.51 to be applied against the water quality fee. Total Surface Water Management connection fees due at final plat are $28,378.11. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. PARKS AND RECREATION The original plan for Lakeside was approved in 2006. At that time, the following conditions associated with Parks and Trails were approved: 1. Payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 2. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 3. The trail connection at the northeast comer of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed. Application of original conditions of approval to Lakeside Twin Homes: 1. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B&E. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 6 of 14 2. The improvements described in item No. 2 (above) have been completed and accepted by the City. 3. The trail connection described in No. 3 (above) must be completed when the final outlot (adjacent to Highway 212) is developed. COMPLIANCE TABLE Area s usre feet Notes CODE 2,700 Ll Bl 2,872 L2 B 1 2,925 L3 TT- 2,921 L4 Bl 2,925 LS Bl 2,925 L6 Bl 2,916 L7 Bl 2,863 L8 Bl 2,925 L9 Bl 2,925 L10 B1 2,955 Outlot A 33,046 Will be used as common open space and driveway access to the units. Ll B2 3,318 L2 B2 3,938 L3 B2 3,750 L4 B2 3,980 L5 B2 3,667 L6 B2 3,715 Ll B3 4,835 L2 B3 4,596 L3 B3 4,368 L4 B3 5,489 L5 B3 6,999 L6 B3 5,202 Outlot B 27,022 Will be used as common open space and driveway access to units Outlot C 12,963 Development retaining wall and development monument sign Outlot D 12,869 Will be used for the private street and guest parking Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 7of14 REVIEW CONDITIONS OF APPROVAL The preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, was approved subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. *This condition still applies. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. *This condition still applies. 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. *This condition shall be modified as follows: The applicant shall provide 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before final approval. *This condition shall be modified as follows: A revised landscape plan that meets minimum requirements must be submitted to the city before the City will issue an authorization for construction. 5. Landscaping security shall be provided for all development landscaping. *This condition still applies. 6. Fire Marshal conditions: a. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. *This condition has been met: Riley Ridge Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 8 of 14 b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. *This condition has been met. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). *This condition still applies. d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). *This condition still applies. e. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4). *This condition still applies. i 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 sign (2007 MSFC Sec. 505.2). *This condition still applies. g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). *This condition still applies. 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. *This condition has been met. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. *This condition has been met. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 9 of 14 c. An easement is required from the appropriate property owner for any off -site grading. 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 still applies. d. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. *This condition still applies. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. *This condition still applies. f. 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. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. *This condition still applies. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. *This condition still applies. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. *This condition still applies. j. All streets within the development will be privately owned and maintained. *This condition still applies. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 10 of 14 k. The developer must submit written verification that the private streets meet a 7-ton design. *This condition still applies. 1. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. *This condition must be modified as follows: This development is adjacent to Lyman Boulevard, therefore the Collector Roadway Traffic fee of $4,574.40 must be paid with the final plat. m. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. *This condition still applies. Based on review of the final plat construction plans, staff recommends that the following conditions be added: The developer's engineer must work with the engineering staff to ensure that the drainage pattern works around Lot 10, Block 1. • The construction plans must include a profile of the watermain from the existing stub within Lake Riley Drive to the tee in front of Lot 2, Block 3. • Final plat approval is contingent on approval and filing of the vacation of the underlying drainage and utility easements. 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. *This condition shall be modified as follows: The beehive structures shall not be ditch grates and shall be provided inlet protection until final stabilization is achieved. b. Show sealed concrete washout area. *This condition has been met. c. Provide an updated SWPPP. * This condition has been met. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 11 of 14 d. Eliminate detail plate 5300. *This condition has been met. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording. *This condition shall be modified as follows: The SWMP fee for Lakeside Fourth Addition is $28,378.11 which shall be paid at the time of final plat recording. Based on review of the final plat construction plans, staff recommends that the following conditions be added: • All catch basins and catch basin manholes will require inlet protection until Final stabilization is achieved. • As a condition of Final release of escrow, all silt fence must be removed from the site when final stabilization is achieved. • The type 1 mulch must meet MNDOT specifications for type 1 mulch. • NPDES Permit must be transferred to Ron Clark Construction and Design prior to any earth -disturbing activities. • All conditions of the NPDES Construction Permit must be met. Staff recommends that the City Council approved the final plat for Lakeside a Addition, creating 22 lots and 4 outlots with a variance to permit a 20-foot wide private street to access Block 3, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 3. The applicant shall provide 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before the City will issue an authorization for construction. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 12of14 5. Landscaping security shall be provided for all development landscaping. 6. Fire Marshal conditions: a. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). b. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (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 sign (2007 MSFC Sec. 505.2). e. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). 7. City Engineer Conditions: a. An easement is required from the appropriate property owner for any off -site grading. 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. b. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. c. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. d. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. e. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. f. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 13 of 14 g. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. h. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. j. This development is adjacent to Lyman Boulevard, therefore the Collector Roadway Traffic fee of $4,574.40 must be paid with the final plat. k. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. 1. The developer's engineer must work with the engineering staff to ensure that the drainage pattern works around Lot 10, Block 1. m. The construction plans must include a profile of the watermain from the existing stub within Lake Riley Drive to the tee in front of Lot 2, Block 3. n. Final plat approval is contingent on approval and filing of the vacation of the underlying drainage and utility easements. 8. Water Resources Conditions: a. The beehive structures shall not be ditch grates and shall be provided inlet protection until final stabilization is achieved. b. The SWMP fee for Lakeside Fourth Addition is $28,378.11 which shall be paid at the time of final plat recording. c. All catch basins and catch basin manholes will require inlet protection until final stabilization is achieved. d. As a condition of final release of escrow, all silt fence must be removed from the site when final stabilization is achieved. e. The type 1 mulch must meet MNDOT specifications for type 1 mulch. f. NPDES Permit must be transferred to Ron Clark Construction and Design prior to any earth disturbing activities. g. All conditions of the NPDES Construction Permit must be met. Todd Gerhardt, City Manager Lakeside Fourth Addition Final Plat May 24, 2010 Page 14 of 14 ATTACHMENTS 1. Reduced Copy Final Plat. 2. Reduced Copy Lakeside Fourth Addition Area Sketch. 3. Reduced Copy Landscape Plan. gAplan\2010 planning cases\10-06 lakeside pud amendment\final plat documents\staff report.doc {� (zi ]� f� } \ ] ) � . \ ! ! ! 1 ` ! • | • - ■ ; || 2 !§ Q |FEZ | ,. I 3 |! {t | |) / 3 D c s , \� vil ! ; ! ƒ 1{.. 1,2i ! ! �!!)! } :!§ ] 3 � !:z it J® � ) \ A� [,.-. ��� ! 1/ /t i Z oe eel 1 ik W e O � •�,. aka, b'e� �9�A�,� �,� � �. I � F sa` P R W e �, , s�♦e � h 1 �� ✓ •� n�� _ F 1 ;MO > v d• v Yy s^ ;"�},§ cr lk ' � • 9 1d w r //J om .Wage �b i q�n 'S% o r6 /// `e♦q ti'' // Na •pSeam 3-•H.. ttS S' my� E• 5 0 'F F � 'yyS 3EY�a phw CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLANNING DEPT LAKESIDE FOURTH ADDITION AREA SKETCH AREA SUMMARY BLtt1t-O.B99A AO BLC ] .0 %1 . nC TOTA ] T AMA I.0 TOTAL LOT OT A A -1.9 nC TOTAL AMA AMA -� 9l]] AC Tout nu]n -o.me, nc 9 ee a a 1 ° e ' ° 2 r a e f MnLOT A e e .X a 1 m °'m0 " 3 eIf11DT C SCANNED Zor rM �j ICI i f�. CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLA,+NINU JEP LAKESIDE FOURTH ADDITION I:.DESIGN/SALES REP" iVER5CN RON CLARK CONSTRUCTION „ DESIGN ASST:4�8� BLYWMT EDEN PRAIRIE, MN 55347 DATE-x r !J MEMORANDUM �rpp O` �i TO: Todd Gerhardt, City Manager Cl l l FROM: Bob Generous, Senior Planner CgANgASSEN T700 Market Boulevard DATE: April 12, 2010 ' PO , MN 55317 147 Chanhassen, SUBJ: Lakeside PUD, Lakeside Twinhomes and Lakeside a Addition Planning Case #10-06 Administration Phone: 952.227.1100 Fax: 952.227.1110 Buidng Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax:952.227,1170 Finance Phone: 952.227.1140 Fax:952227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952,227.1400 Fax: 952.227.1404 Flaming & Natural Resources Phone:952.227.1130 Fax: 952.227.1110 Pudic Works 1591 Park Road Phone:952.227.1300 Fax:952227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.b.chanhassen.mmus PROPOSED MOTION "The Chanhassen City Council adopts the motions approving the proposed development." City Council approval requires a majority vote of City Council present. EXECUTIVE SUMMARY The developer is proposing an amendment to the PUD to convert two of the condominium buildings into 22 twinhome units as well as revisions to the design standards regarding setbacks. The current project also includes subdivision approval to create 22 twinhome lots with a variance for a 20-foot wide private street, as well as site plan approval for the 22 twinhomes. PLANNING COMMISSION SUMMARY The Planning Commission held a Public Hearing on March 16, 2010 to review the proposed development. The Planning Commission voted 6 — 0 to recommend approval of the development. The Commission concurred with the neighbor in the North Bay development to the west that construction access should be limited to Lake Riley Drive at Lyman Boulevard, which is incorporated as condition 7. m. of the subdivision approval. A perspective of the units along the eastern property line has been provided to show how the units will fit in with the existing development. The Planning Commission minutes of March 16, 2010, are item la of the April 12, 2010 City Council agenda packet. RECOMMENDATION Staff recommends adoption of the motions as specified in the staff report dated March 16, 2010 approving the Lakeside twinhome project. ATTACHMENTS 1. Perspective. 2. Planning Commission Staff Report Dated March 16, 2010. gAplan\2010 planning cases\10-06 lakeside pud amendmem\executive sununary.dw ancvwrolrW Charrhasaor h a Community for Ufa - Providing for Today and Planning for Tomorrow � Fxr�rn,� �•wcv Td eerxo .V.3�A+3: ARC 4" lai • W. PIKOVx� 7WM,4b"b �4AOH AW tiL. it-sN F i_11.� ....e, 9/O C pj, ✓ r*R-Wld PROPOSED MOTION: "The Chanhassen PlanpAng Ceffmnission Feraommends City Council approves the ordinance amending the PUD Design Standards for Lakeside." "The Chanhassen Plarining GeffHnissiwi rvmmmends City Council approves the sabdi�isien preliminary plat for Lakeside Fourth Addition creating 22 lots and three outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to conditions 1— 8." "The Chanhassen PlowAng Commission meammonds City Council approves Site Plan #10-06 for a 22 unit twin home project in the Lakeside development, plans prepared by Pioneer Engineering, dated 10-15-09, revised 2-25-10, subject to conditions 1— 3." And adoption of the attached findings of fact and recommendation. SUMMARY OF REQUEST: The developer is requesting a Planned Unit Development Amendment to Lakeside; and Subdivision with a variance and Site Plan Review for 22 residential units — LAKESIDE TWINHOMES LOCATION: Lake Riley Drive and Lake Riley Trail (Outlot B, Lakeside Addition and Outlot E, Lakeside Third Addition) APPLICANT: Ron Clark Construction Home Federal Savings 7500 West 78s' Street Edina, MN Edina, MN 55349 (952)947-3022 mike@ronclark.com PRESENT ZONING: Planned Unit Development -Residential (PUD-R) 2020 LAND USE PLAN: Residential - High Density ACREAGE: 3.878 acres DENSITY: gross: 5.67; net: 6.14 units per acre LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving amendments to PUD's because the City is acting in its legislative or policy making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 2 of 17 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAUSUMMARY The developer is proposing an amendment to the PUD to convert two of the condominium buildings into 22 twin -home units as well as revisions to the design standards regarding setbacks. The current project also includes subdivision approval to create 22 twin -home lots with a variance for a 20-foot wide private street as well as site plan approval for the 22 twin homes. Although a twin home project would not normally require site plan approval, because the project is altering an approved site plan for the sites, a new site plan review is appropriate. The Lakeside project was originally approved to include 231 units in 28 structures: 15 twin homes (30 units), 6 three -unit townhouses (18 units), 4 four -unit townhouses (16 units), condo A - 39 units, condo B - 53 units condo C - 77 units, a community building with a pool and a recreational beach lot. Block 2 had originally been approved for 39 units. Block 1 was originally approved for 53 units. The final condominium building site should maintain the overall housing units and could develop with up to 145 dwelling units with a minimum of 92 units to be consistent with the Residential — High Density land use. On the north side of the project is Highway 212. To the east of the development is the Bearpath Golf Community. South of the site is Lake Riley. To the west is the North Bay development. The site was previously altered in earlier phases of the development. Water and sewer service was broght into the development with the original plat and will be extended to the units as part of this phase of the development. Access to the units will be via Lake Riley Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 3 of 17 Drive and Lake Riley Trail, both of which are private streets. The use of private streets was approved in conjunction with the original development approval. Staff supports the use of a 20- foot wide private street to access the six units on the south end of the project, since only two units are served on the west side of the "T" and four units on the east side of the "17'. This area is more characteristic of a low -density development than a high -density development, which may be accessed via 20-foot wide private streets. Staff is recommending approval of the proposed development subject to the conditions of the staff report. APPLICABLE REGUATIONS • Chapter 18, Subdivisions • Chapter 20, Article II, Division 2, Amendments • Chapter 20, Article 11, Division 6, Site Plan Review • Chapter 20, Article VII, Planned Unit Development District • Lakeside Design Standards On November 26, 2007, the Chanhassen City Council approved the amendment to the Planned Unit Development (PUD 06-26) development design standards section c. Setbacks to change the separation between townhouses from 20 to 15 feet, and revised the wetland setback to be consistent with City Code. (Planning Case 07-23) On August 13, 2007, the Chanhassen City Council approved the Final Plat for Lakeside Third Addition creating five outlots. Two outlots will be further developed (C and E), which must be submitted for final platting with lots and blocks prior to development. The remaining outlots (A, B and D) will be common open space. On January 8, 2007, the Chanhassen City Council approved the Final Plat for Lakeside Second Addition creating 39 lots and 3 outlots. The second phase of Lakeside consisted of 41 lots and 1 outlot. Seven of the lots were for Wooddale Builders, 32 of the lots were for Charles Cudd Company, 2 lots were for common open space and Outlot A was for future platting for building sites. On October 23, 2006, the Chanhassen City Council approved the Final Plat for Lakeside. The final plat approval for the first phase of Lakeside consisted of 18 lots, 10 outlots and right-of- way for public streets. The first phase of the development included the community building and storm water pond, 11 lots for townhouses on the west side of the development (Wooddale Builders, Inc.), 4 lots for twin homes on the east side of the development (Charles Cudd Company), Outlot A which will contain the private street and utilities for the project, and Outlots I and J, the recreational beach lot site. The balance of the Outlots will be platted in the future for additional residential development. The developer performed the subdivision improvements as part of the original plat. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 4 of 17 On July 24, 2006, the Chanhassen City Council approved the following: A. Rezoning of the property located within the Lakeside development from High Density Residential District (R12) to Planned Unit Development - Residential (PUD-R) incorporating the development design standards contained within the staff report subject to the final plat approval for the Lakeside development. B. Preliminary Plat for Lakeside. C. Site Plan for 231 housing units and a community building with pool, with a Variance for building height for the condominium units consistent with the building elevations prepared by Harriss Architects. D. Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units be within 1,000 feet of the recreational beach lot. REZONING The developer is proposing an amendment to the PUD to convert two of the condominium buildings into 22 twin -home units as well as revisions to the design standards regarding setbacks. Changes to design standards are similar to an amendment to zoning district standards, since the PUD is the zoning of the property. The property is guided in the Comprehensive Plan for Residential - High Density (net density range 8 —16 units per acre). To assure that the development meets all other City Code requirements, staff is referencing the R16 High Density Residential District. DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a PUD for a mixed -housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and three condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 5 of 17 C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet-townhouses/twin homes; Building Height — Condominiums with a minimum of 30 feet Lyman Boulevard 50 feet/30 feet for beach lot West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 20 feet Minimum Driveway length to back of curb, trail or sidewalk 25 feet Hard Surface Coverage 50 % * Wetland: Buffer and buffer setback 16.5 feet and 40 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. d. Building Materials and Design 1. Townhouses • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of fiber -cement or vinyl siding or shake and brick or stone. • No two adjacent structures shall be of the same color scheme. • Colors used shall be vaned across color tones. • All units shall utilize minimum timberline 30-year asphalt shingles. • Each unit shall have a minimum of one overstory tree within its front landscape yard. • All mechanical equipment shall be screened with material compatible to the building, landscaping or decorative fencing. • Garage doors shall be decorative and have windows. 2. Community Clubhouse • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of stone and stucco and fiber - cement. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 6of17 • Natural cedar shakes roofing. 3. Condominium Building • Building height shall be limited to 48 feet. • Building exterior material shall be a combination of 80 percent or greater stone and brick. Accent and trim areas in fiber -cement lap siding and shake. • Roofing shall be a minimum timberline 30-year asphalt shingles (pitched roofs). e. Signage Signage shall comply with city standards for Residential Districts. f. Landscaping Landscaping shall comply with the landscaping plan prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006. AMENDMENT The proposed changes to the Lakeside PUD standards affect sections a, b and c. The proposed change to the development reduces the intensity of development along Lyman Boulevard and the eastern property line. Though part of a larger high -density development, the twin homes represent a lower density, similar to single-family homes, which should require less setback. Additionally, since the City first reviewed the Lakeside development, we have revised the setback requirements in PUDs to be project specific, rather than prescriptive. Not only is the proposed change less dense, but it also reduces the height of the buildings in the southeast comer of the project and continues the twin homes along the eastern side of the development. Highlighted below (changes are shown in bold and strikethrough format) is the proposed change to the development design standard. a. Intent The purpose of this zone is to create a PUD for a mix housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Except as modified below, the development shall comply with the requirements of the R-16 High Density Residential District. b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and 41wee one condominium buildingr-and their ancillary uses. If there is a question as to whether or not a use meets the Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 7 of 17 definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet -townhouses4win- homes; 30 feet - twin homes; Building Height — Condominiums with a minimum of 30 feet Lyman Boulevard 50-feW30 feet €erbeaeh-let West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50 % Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. SUBDIVISION REVIEW The developer is proposing the subdivision of the property into 22 twin -home lots, two common Outlots (A & B) and one association outlot (C) for Lakeside Fourth Addition. A variance to permit a portion of the private street to be 20 feet rather than 24 feet in width is being requested. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 8of17 GRADING, DRAINAGE AND EROSION CONTROL The developer proposes to mass grade the development areas; the building pads were not graded with the Lakeside improvements. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. An easement is required from the appropriate property owner for any off -site grading. 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. • Inlet Protection on the beehive structures — detail missing. • Show sealed concrete washout area. • Provide an updated SWPPP. • Eliminate detail plate 5300. RETAINING WALLS The proposed retaining walls are shown in red. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 9 of 17 Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. SURFACE WATER MANAGEMENT FEES Water Quality Fees The total water quality fees associated with this project are $72,137 17,152.99. Water Quantity 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. For twin homes the fee is $5,020 per acre. The total water quantity fees associated with this project are $17,976.62. Total SWMP Fee At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $35,129.61. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development from existing stubs installed with the Lakeside development. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer nuns, and installation of a hydrant at the dead end of watermain. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council. 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 he constructed in accordance with the Citys latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 10 of 17 plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. PARKS AND RECREATION The original site plan for Lakeside was approved in 2006. At that time, the following conditions associated with Parks and Trails were approved: 1. Payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 2. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall he delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 3. The trail connection at the northeast comer of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed. Application of original conditions of approval to Lakeside Twin Homes: Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E. 2. The improvements described in item No. 2 (above) have been completed and accepted by the City. 3. The trail connection described in No. 3 (above) must be completed when the final outlot (adjacent to Highway 212) is developed. I A:11►11314F\ W_I►`M The applicant has provided one tree per unit as well as foundation shrub plantings. Also required, but not provided, are buffer and boulevard planting for the proposed development. The east bufferyard should be consistent with what has been installed north of this outlot, regardless of quantity. The following table summarizes the minimum requirements: Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 11 of 17 Required Proposed East property line - 3 overstory 0 overstory bufferyard B, 480' 7 understory 0 understory 30' width 7 shrubs 0 shrubs South property line 4 overstory 0 overstory Bufferyard B, 400' 8 understory 0 understory 30' width 8 shrubs 0 shrubs Boulevard trees — Lyman 6 overstory trees 0 overstory trees Blvd. The applicant is required to meet the minimum requirements for landscaping. Landscaping security shall be provided for its installation. There are additional locations where strategically placed landscaping would provide screening from headlights and privacy for the proposed homes. These locations include just west of the guest parking space on Outlot B, to the south or east of Lot 10, Block 1, on Outlot E, and to the south of Lot 6, Block 2, on Outlot B. STREETS Access to the site is via private streets: Lake Riley Drive and Lake Riley Trail. A new private street will provide access to Blocks 2 and 3 of the Fourth Addition. The north -south portion of the private street will be 24 feet wide as required by the subdivision ordinance. The developer is requesting a variance to permit a 20-foot wide private street to access the six units on the south end of the project. The use of a 20-foot wide street in this area is appropriate, since four or less units are accessed via each leg of the private street. The reduction in width permits a four -foot snow storage area on the north side of the private street between the sidewalk and the street adjacent to the building on Lot 6, Block 2. The smaller street width reduces the amount of impervious surface within the development. An access easement and maintenance agreement shall be recorded over the private street. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. This development is adjacent to Lyman Boulevard, and is therefore within the Collector Roadway Traffic Impact Zone and subject to the $2,400.00/developable acre fee. COMPLIANCE TABLE Area (square feet) Notes CODE 2,700 Ll Bl 2,723 L2 Bl 2,772 L3 B 1 2,773 L4 Bl 2,772 L5 Bl 2,772 Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 12 of 17 Area (square feet Notes L6 Bl 2,772 L7 Bl 2,730 L8 Bl 2,772 L9 BI 2,772 L10 Bl 2,812 Outlot A 34,548 Will be used as common open space and access to the units. Ll B2 4,251 L2 B2 4,981 L3 B2 4,801 L4 B2 5,023 L5 B2 4,717 L6 B2 4,724 Ll B3 4,385 L2 B3 4,596 L3 B3 4,368 L4 B3 5,489 L5 B3 6,999 L6 B3 6,890 Outlot B 32,124 Will be used for the private street, guest parking and as common open sace. Outlot C 12,914 Development retaining wall and sign Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. GENERAL SITE PLAN/ARCHITECTURE The developer is proposing 22 twin -home units instead of the 92 condominium units that were approved on these two sites as part of the Lakeside development. The units include five slab -on - grade, one lookout rambler and five walkout -type buildings. There are three distinct designs with floor plans that range from 1500 sq. ft. on one level to 2500 sq. ft. when finishing the lower level and adding a four -season porch. Units are proposed with widths of 30, 32 and 36 feet. All twin homes are a maximum of two stories with low -pitch hip roofs. The `prairie style' architecture is a variation of the existing clubhouse adjacent to both parcels. Exterior materials are to be a combination of cement board trim and stone accents with premium vinyl siding. The roofing is to be Architectural Series asphalt. The exterior colors are to be of rich natural earth tones complimenting the colors of the existing clubhouse. The proposed Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 13 of 17 architecture should complement the existing and proposed housing within the project. The design and materials match those required for the townhouse development of Lakeside. There are three pallets of colors proposed for the project. All units will incorporate Bucks County Southern Ledgestone along the base in columns. All units also incorporate projecting porches and decks. The twin homes comply with the standards for Townhouses within the Lakeside PUD design standards. The units have been designed and located to maximize the views of the lake. The ten units north of Lake Riley Trail are designed with an upper level to focus the living area to the south. The six units along Lyman Boulevard are raised approximately 10 feet above the road and incorporate two floors of extension windows. On the plan for Block 1, lots 1-10, the building design includes a 1'-4" cantilever in the den/bedroom. These cantilevers are architectural features which are permitted to project into the required yard up to 2.5 feet (section 20-908 of the City Code). Additionally, the standards adopted for the Lakeside PUD permit decks, patios, porches, and stoops to project up to 7 feet into these required yards. ACCESS Access to the site is via private streets: Lake Riley Drive and Lake Riley Trail, which were constructed with the first phase of the development. A new private street will provide access to Blocks 2 and 3 of the Fourth Addition. The north - south portion of the private street will be 24 feet wide as required by the subdivision ordinance; the east -west portion of the street is proposed at 20 feet in width and requires approval of a subdivision variance. Eight guest parking stalls are proposed off the private street. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 14 of 17 LANDSCAPING The applicant has provided one tree per unit as well as foundation shrub plantings. There are additional locations where strategically placed landscaping would provide screening from headlights and privacy for the proposed homes. These locations include just west of the guest parking space on Outlot B, to the south or east of Lot 10, Block 1, on Outlot A, and to the south of Lot 6, Block 2, on Outlot B. GRADING/DRAINAGE The developer proposes to mass grade the development areas; the building pads were not graded with the Lakeside improvements. MISCELLANEOUS Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement, property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. The new private drive to the east of Lake Riley Drive must have a street name. The proposed street name must be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (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). "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). RECOMMENDATION Staff and the Planning Commission recommends that the Planning Commis City Council adopt the following three motions and adoption of the attached findings of fact and recommendation: Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 15of17 "The Chanhassen Pl&iffiing CowAnission fetoommends City Council approves the ordinance amending the PUD Design Standards for Lakeside." "The Chanhassen PlanpAng Coffffnission Feeemmends City Council approves the sisien preliminary plat for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E at the time of final plat recording. 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlot B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before final approval. 5. Landscaping security shall be provided for all development landscaping. 6. Fire Marshal conditions: a. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). e. 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 sign (2007 MSFC Sec. 505.2). g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 16 of 17 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. c. An easement is required from the appropriate property owner for any off -site grading. 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. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. f. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watennain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. j. All streets within the development will be privately owned and maintained. k. The developer must submit written verification that the private streets meet a 7-ton design. 1. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. m. Construction access shall be limited to Lake Riley Drive at Lyman Boulevard. 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. b. Show sealed concrete washout area. c. Provide an updated SWPPP. d. Eliminate detail plate 5300. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording." Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 17 of 17 "The Chanhassen City Council approves Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. 3. Building Official conditions: a. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. c. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. d. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. e. Retaining walls over four feet high require a permit and must be designed by a professional engineer. f. Each lot must be provided with separate sewer and water services. g. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Lakeside PUD Amendment Narrative from Whitten Associates, Inc. 4. Reduced Copies Lakeside PUD Amendment Plans Sheets I — 5. 5. PUD Amendment Ordinance. 6. Letter from Sarah K. Hedlund (Qwest) to Robert Generous dated 2/26/10. 7. Letter from William Goff(MnDOT) to Sharmeen Al-Jaffdated 3/2/10. 8. Letter from Chip Hentges (Carver Soil & Water Conservation District) to Robert Generous dated 3/4/10. 9. Public Hearing Notice and Affidavit of Mailing. g:\plan\20I0 planning cases\10-06 lakmide pud amendmenAstafr report lakeside 4th and pud amendment.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION Application of Ron Clark Construction and Home Federal Savings for an amendment to the Lakeside Planned Unit Development to convert two of the condominium buildings into 22 twin - home units and revisions to the design standards regarding setbacks; subdivision approval for 22 lots and 3 outlots with a variance for a 20-foot wide private street to access Block 3; and site plan approval for 22 twin -home units. On March 16, 2010, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Ron Clark Construction and Home Federal Savings for an amendment to the Lakeside Planned Unit Development to convert two of the condominium buildings into 22 twin -home units and revisions to the design standards regarding setbacks; subdivision approval for 22 lots and 3 outlots with a variance for a 20-foot wide private street to access Block 3; and site plan approval for 22 twin -home units The Planning Commission conducted a public hearing on the proposed Planned Unit Development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development -Residential (PUD-R). 2. The property is guided in the Land Use Plan for Residential -High Density. 3. The legal description of the property is: Outlot B, Lakeside Addition and Outlot E, Lakeside Third Addition. 4. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is or will be compatible with the present and future land uses of the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 5. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; 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 environmental damage; f. The proposed subdivision will not conflict with easements of record; and 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. 6. Private Street width variance findings: a. The hardship is not a mere inconvenience. b. The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. c. The conditions upon which the request is based are unique and not generally applicable to other property. d. The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of this chapter, the zoning ordinance and comprehensive plan. 7. Site Plan Findings: a. The twin home project is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The twin home project is consistent with this division; c. The twin home project preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; 2 d. The twin home project creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The twin home project creates a functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. The twin home project protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 8. The planning report #10-06 dated March 16, 2010, prepared by Robert Generous, et al, is incorporated herein. The Planning Commission recommends that the City Council approve the Planned Unit Development amendments, subdivision with variance and site plan. ADOPTED by the Chanhassen Planning Commission this 16th day of March, 2010. CHANHASSEN PLANNING COMMISSION FIV Its Chairman 3 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Ron Clark Construction 7500 west 70th Street Edina, MN 55439 Contact: Mike Roebuck Phone952-947-3022 Fa052-947-3015 Email: mike@ronclark.com Planning Case No. 16 CA_ Property Owner Name and Address: Home Federal Savings Edina, MN Contact: Kevin McShane Phone:952-848-5361 Fax: 952::848--7377— Email: kevin.mcshane@hfsb.com NOTE: Consultation with City staff is reguired prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Nonconforming Use Permit Y Planned Unit Development' _7SC7 Rezoning Sign Permits Sign Plan Review L_ Site Plan Review (SPR)- (c Ib z Subdivision' - - I i EO Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Aeelaonal rawrding fees may apply) Variance (VAR) Wetland Alteration Permit (NAP) Zoning Appeal Zoning Ordinance Amendment _ Notification Sign J200 (City to install and remove) X Escrow for FAEig FeeslArtomey Cost' CUP�SP�/VACNAR/WANMetes & Bounds Minor SUB TOTAL FEES 3 413 C !t'41 5 4., � An additional fee of $3.00 per address within the public hearing notlfleaWn area will be Invoieed to the applicant prior to the public hearing. 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: Lakeside LOCATION: Lyman Blvd. and Lake Riley Drive LEGAL DESCRIPTION AND PID: Lakeside, Outlot B s E TOTAL ACREAGE: WETLANDS PRESENT: YES NO PRESENT ZONING: PUD-R REQUESTED ZONING: PUD-R PRESENT LAND USE DESIGNATION: REQUESTED LAND. USE DESIGNATION: REASON FOR REQUEST: of Developer High Density Residential Density Residential Change of product with site plan review Amendment to PUD standards Subdivision approval 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 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 parry 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. Of I z iz �d Date Sgnatu of LFOwner Date g:lplanVo�msW �opm nt�wapplicnlion.dac Whitten associates, Inc. Lakeside PUD Amendment Ron Clark Construction and Design proposal: Home Federal received the balance of the undeveloped parcels in Lakeside from the developer last year. These three parcels were planned for condominiums for which there is not a pending development proposal. Home Federal engaged our Market Research and Planning consulting firm to study what alternatives were available under the current market conditions. Our conclusion was that the condominium market would not return to this site for a minimum of ten years, if at all. For the last six months Home Federal/Whitten Associates, Inc. proceeded to contact all interested developers and builders. Through that process Ron Clark Construction and Design presented the best plan and value to Home Federal. Their proposal is for the two front parcels of Lakeside, the remaining back parcel is continuing through a process to find the highest and best use with the goal of retaining as much density as presently guided. The Ron Clark Construction and Design proposal is for a total of 22 units constructed as twin homes. There are three distinct designs with floor plans that range from 1500 sq. ft. on one level to 2500 sq. ft. when finishing the lower level and adding a 4 season porch. All twinhomes are a maximum of 2 stories with low pitch hip roofs to soften their impact on the existing and surrounding neighborhoods, a sharp contrast to the originally proposed 4 story condominium buildings. The 'prairie style' architecture is a variation of the existing clubhouse adjacent to both parcels. There are threads of design elements that run through the exterior elevations connecting the clubhouse and themselves yet each has its own distinct variation. The unique designs, styles, sizes and price points of the twinhomes are to be a compliment to the existing townhomes within Lakeside. Exterior materials are to be a combination of cement board trim and stone accents with premium vinyl siding, the roofing is to be Architectural Series asphalt. The exterior colors are to be of rich natural earth tones complimenting the colors of the existing clubhouse. The proposal submitted by Ron Clark Construction and Design presents an opportunity for the Lakeside community to continue toward completion of a quality development that can succeed in today's challenging market environment. Tim Whitten, A.I.A., NCARB Principal 4159 heatherton place, Minnetonka, mn 55345 612 747 0771 whittenassociates.com a � _ a aw 0 055 Wl yY Q d 0 Y I.LG _- I I NORTH BAY ADDITION F uu 7 a 1 a4g"'Ei V 1 F+y ie4;Y� eeggg`aageac�YlgyI�'€deg eS$:rn ii£qi W Iyol --I d tt F s i F � a g � 99 499 i L 3 iy i 1 11 1: 11: I - .e = �c >- aoza = a •Y i aS 4 � ib a 1/ \\i'� Yv'> �o I a• j�;i Cq�xe ^s'z i�i / ^off." Kea w3y I Y r- r f { �E32t / E //�rJ f f 6 ® 4 3 � IL � Ill ��'--i////•� // / �'€ i Ing zi 1 is F. .... .. Y. i a , � `~ ti INI I 11�ss!e II all. 11 �E I11: 1 E { l� 11i$IIiii � 1 s % 1 P � it II( 1_ EE Oi �l •�1�Ili �44441 �: o i } i . 3 5 i 4 5 ri 3 5 iGl � a C2 li �4 30 �AIFA..R i— flip #f s - +- - s •- 3 a t if 6 f i t t' F� f�Ya lit s ' a!i" ;,-aeF t �► pp a �'.5..go t listt ti(ii iij ='' W! i X t �! CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA rA.0i yaus� AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CTTY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT LAKESIDE THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section a. Intent, as follows: a. Intent The purpose of this zone is to create a PUD for a mix housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Except as modified by the Lakeside PUD ordinance, the development shall comply with the requirements of the R-16 High Density Residential District. Section 2. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section b. Permitted Uses, as follows: b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and dtree one condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. Section 3. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section c. Setbacks, as follows: C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet - townhouses/; 30 feet - twin homes; Building Height of the Condominiums with a minimum of 30 feet Lyman Boulevard Ngeetf30 feet €eF-beaelrlet West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50 % * Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet #Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. *The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 12`s day of April, 2010. ATTEST: Todd Gerhardt, Clerk/Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on 2007) gAplan\2007 planning cases\10-06 Lakeside PUD Ame ulment\pud amendment ordinance.doc 2 Local Network 6244 Cedar Avenue South Richfield, MN 55423 �.�2 Qwe st. Spirit of Service February 26, 2010 Attn: Robert Generous Senior Planner, City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 RE: Lakeside Twinhomes Dear Robert This letter is in response to your letter dated 2/16/2010. I do not foresee any issues with this new development. Per our records the proposed development has already be equipped with telephone /copper cable. This was done via joint trench with other utilities in 2007 in conjunction with the development adjacent to the proposed site. If you have any questions please don't hesitate to contact me. Sincerely Yours, �kt- t (jk- k ��, Sarah K. Hedlund Senior Design Engineer QWEST 6244 Cedar Ave Richfield Mn 55423 612-861-8162 *%'"Iso,- Minnesota Department of Transportation Metropolitan District F 8� Waters Edge M'oFTIO 1500 West County Road B-2 Roseville, MN 55113-3174 March 2, 2010 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 SUBJECT: Lakeside at Bearpath PUD Amendment Mn/DOT Review #P10-005 Southside of US 212, East of TH 101 Chanhassen/Carver County Control Section 1017 Dear Ms. Al -Jaffa 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: Permits. Any use of or work impacting Mn/DOT right of way requires a permit. Permit forms are available from Mn/DOT's utility website at www.dot.state.mn.us/teesup/Utility. 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 Pqllution 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) 234-7681. Thank you again for this opportunity to review these plans. As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: An equal opportunity employer Development Reviews Mn/DOT - Metro Division Waters Edge 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT 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 pd£ format. Mn/DOT can accept the plans via e-mail at metrodevreviewsC@,state.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- 7797. Sincerely, Wi iam Goff Senior Planner Copy sent via Groupwise: E.Buck Craig Tod Sherman Nicole Peterson Ann Braden / Metropolitan Council File Copy: Mn/DOT Division File CS 1017 Mn/DOT LGL File Chanhassen CARVER m44 iV%9 Ca,,` 219 East Frontage Road Waconia, MN 55387 1946 " Phone: 952-442-5 101 & Wi4�TER c*-, ty gr, Fax: 952-442-5497 htto://www.eo.""er.=.us/$WCD/SWCD main.html NSERVATION DISTRKT 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. March 4, 2010 Robert Generous Senior Planner City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Lakeside Twinhomes The Carver SWCD has reviewed the above mentioned development plan for erosion and sediment controls. Following you will find my comments: A new National Pollution Discharge Elimination System permit modification number will need to be applied and received. This can be obtained by going to Pollution Control Agencies (PCA) website: http://www.pca.state.mn.us/publications/wq-stnn2-60.doc The Carver SWCD will be completing inspections of the rules of the NPDES permit and the cities MS4 plan to see if the owner and or contractor(s) are in compliance with the permit. This permit is a self maintained permit. Guidelines of the permit can be found at the following web site: http://www.pca.state.mn.us/water/stormwater/stormwater-c.httnl At this point a modified Stormwater Pollution Preventive Plan (SWPPP) was not reviewed as the plans were not provided with the documents sent to me for review. Information needed with the SWPPP: The General Contractor who has day to day supervision and authority will be responsible for the NPDES - Documentation that a Individual is qualified to complete stormwater inspections, as described in Part III.A2 - Estimated preliminary quantities tabulation anticipated at the start of the project for the life of the project must be included for all erosion prevention and sediment control BMP's. AN EQUAL OPPORTUNITY EMPLOYER 1. Inlet protection is needed on all stormwater conveyance systems prior to casting (this is prior to the curb and gutter installation). Inlet protections need to be installed within 24 hours of placement 2. The Stormwater Pollution Preventive Plan will need to address concrete washout areas... Concrete washout area must be established and maintained on site — New MPCA rules forbid any washout water from entering any part of the storm water. Plans must be available to handle the wash water from the Spec. Mixes, concrete trucks, and tools and equipment on site. Area must be a self contained and watertight. Concrete trucks with self contained washout systems can be used, but containment is needed on site for block layers etc. 3. Street sweeping etc. Once modified SWPPP is received — I will review and submit comments. Plans show a minimum of 6 inches of topsoil placement at final grading. The city of Chanhassen will be monitoring this for compliance and this will be subject to enforcement by not allowing for occupancy until issues are resolved. The City of Chanhassen has the authority under its MS4 plan to issue Stop Work Orders if it feels that a site is not being properly managed for stormwater protection. Prior to a stop work order, a meeting with all involved parties will try to resolve the issue. If further violations continue, a Stop Work Order will be enforced until at a time the City feels all storm water issues have been resolved. Also, include me with any correspondences of changes to this original concept plan, and also of any pre - construction meetings prior to start of construction. Sincerely, Chip Hentges CPESC Conservation Technician CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on March 4, 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 Lakeside PUD Amendment and Lakeside Twin Homes Site Plan and Subdivision with Variances — Planning Case 10-06 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 swom to before me this it day of mar-CK , 2010. I MA NotaryPut—,.) jv# KIM T. MEUWISSENotary Public-MinnesotMy CanmI i Expires Jeri 31, 2015 Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 16, 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. Request for Planned Unit Development Amendment to Proposal: Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Development -Residential PUD-R Applicant: Ron Clark Construction Property Lakeside plat (PUD Amendment) and Outlots B & E, Lakeside Location: (Lakeside Twinhomes) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sere/plan/10-06.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at boenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday rior 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 commerclauindustrial. • 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, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, March 16, 2010 at 7:00 P.M. This hearing may not start until later in the evening,depenclinif on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Planned Unit Development Amendment to Lakeside; and Subdivision with Variances and Site Plan Review Proposal: for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Development -Residential PUD-R Applicant: Ron Clark Construction Property Lakeside plat (PUD Amendment) and Outlots B & E, Lakeside Location: (Lakeside Twinhomes) A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/sere/plan/10-06.htmi. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bgenerousOci.chanhassen.mn.us or by phone at 952-227-1131. If you choose to submit written Comments: comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process, The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallndustrial. • 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. ANTHONY C BELL ASHLEY A HALVORSON BEARPATH GOLF/COUNTRY CLB LP 8716 NORTH BAY DR 8701 NORTH BAY DR 4940 VIKING DR #608 CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 EDINA MN 55435 BEARPATH HOMEOWNERS ASCN SCOTT INC BILL & MARY BETH KITTELSON BRUTE E ANDER C/O COMMUNITY DLVPT INC 8791 LAKE RILEY DR CYNTHIA A PATH T N SCOTT 7100 MADISON AVE W CHANHASSEN, MN 55317-4562 EDEN BEARPATH TR GOLDEN VALLEY MN 55427 EDEN PRAIRIE MN 55347 CATHI M LEE CHARLES CUDD LLC CITY OF EDEN PRAIRIE 8715 NORTH BAY DR 15050 23RD AVE N 8080 MITCHELL RD CHANHASSEN, MN 55317-7624 PLYMOUTH, MN 55447-4710 EDEN PRAIRIE MN 55344 DANIEL J MURPHY DAVID & LORI FREE DAVID B & CARRIE V NEUBAUER 8964 ENGLISH TURN 5885 SEAMANS DR 8603 LAKE RILEY DR EDEN PRAIRIE, MN 55347-3445 SHOREWOOD, MN 55331-8989 CHANHASSEN, MN 55317-4501 DAVID GORONKIN DONALD L & ESTHER EGGEBRECHT DOROTHY I KOCH 8783 LAKE RILEY DR 138 LAKEVIEW RD E 134 LAKEVIEW RD E CHANHASSEN, MN 55317-4562 CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7605 FEDERAL NATL MGTE ASSN FRANK & JULIANA HAVERTY MOLEK GARY F & JOAN M ROETHLE 14221 DALLAS PKWY #1000 8620 LAKE RILEY DR 8776 LAKE RILEY DR DALLAS, TX 75254-2916 CHANHASSEN, MN 55317-4501 CHANHASSEN, MN 55317-4562 GRACE B & MICHAEL J HAZZARD GREGORY & BECKY YATES HERBERT D & MARY LOU 130 LAKEVIEW RD 8595 LAKE RILEY DR FROEMMING CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-4757 8596 LAKE RILEY DR CHANHASSEN, MN 55317-4757 HOME FEDERAL SAVINGS BANK JAMES B & MARIANNE TIFFANY JAMES BENSON 5201 EDEN AVE 4170 8612 LAKE RILEY DR 122 LAKEVIEW RD E EDINA, MN 55436-2356 CHANHASSEN, MN 55317-4501 CHANHASSEN, MN 55317-7625 JAMES V & CYNTHIA C WITTICH JANET L NYDAHL JODY L ROGERS 8799 LAKE RILEY DR 146 LAKEVIEW RD E 106 LAKEVIEW RD E CHANHASSEN, MN 55317-2823 CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7625 JOEL A & KATHLEEN L AGRIMSON JOHN A BUSHEY JOHN D & MELANIE L RINGSTROM 8587 LAKE RILEY DR 9000 LAKE RILEY RD 126 LAKEVIEW RD E CHANHASSEN, MN 55317-4757 EDEN PRAIRIE MN 55347 CHANHASSEN, MN 55317-7625 JOHN M & JEAN M SCHORGL JULIE MARIE TOLLEFSON KAREN L BRIGGS 8855 LAKE RILEY DR 8964 ENGLISH TURN 157 LAKEVIEW RD E CHANHASSEN, MN 55317-4563 EDEN PRAIRIE MN 55347 CHANHASSEN, MN 55317-7625 KENNETH M ROSS LAND HOLD CO LLC MARGERY G SCHEIE 8976 ENGLISH TURN 3080 CENTERVILLE RD 142 LAKEVIEW RD E EDEN PRAIRIE MN 55347 LITTLE CANADA, MN 55117-1185 CHANHASSEN, MN 55317-7625 MARY ANNE SMALLEY MARY BETH MAKI MARY JO & BRUCE E CARLSON 8815 LAKE RILEY DR 150 LAKEVIEW RD E 8988 ENGLISH TURN CHANHASSEN, MN 55317-4563 CHANHASSEN, MN 55317-7625 EDEN PRAIRIE MN 55347 MICHAEL J LEEMAN NANCY G EVENSEN NATHAN & HILARY TREGUBOFF 8711 NORTH BAY DR 17683 BALLANTRAE CIR 8720 NORTH BAY DR CHANHASSEN, MN 55317-7624 EDEN PRAIRIE, MN 55347-3435 CHANHASSEN, MN 55317-7624 NORTH BAY HOMEOWNERS ASSN ROBERT C MARSHALL RODNEY S WALLACE INC 8840 LAKE RILEY DR 18662 BEARPATH TR ROSEVILLE, MN 55113-1128 2681 LONG LAKE CHANHASSEN, MN 55317-4563 EDEN PRAIRIE MN 55347 RONALD E & VIRGINIA A LUND ROSS C GREISCHAR RYAN A & JANE M WENNING 9002 RILEY LAKE RD 8703 NORTH BAY DR 7284 ROLLING ACRES RD EDEN PRAIRIE MN 55347 CHANHASSEN, MN 55317-7624 EXCELSIOR, MN 55331-7745 SALLY O'HALLORAN SCOTT & HEIDI FREDERIKSEN SPEC HOLD LLC 8707 NORTH BAY DR 18626 BEARPATH TR 15050 23RD AVE N CHANHASSEN, MN 55317-7624 EDEN PRAIRIE MN 55347 PLYMOUTH, MN 55447-4710 TERRI LYNN BAUMBERGER THOMAS & STEPHANIE DREES THOMAS C WITHAM 8719 NORTH BAY DR 14727 BOULDER POINTE RD 8727 NORTH BAY DR CHANHASSEN, MN 55317-7624 EDEN PRAIRIE MN 55347 CHANHASSEN, MN 55317-7624 THOMAS W & JOANNE C CHAN TIMOTHY R GILPIN VICTORIA MARIA MORENO 110 LAKEVIEW RD E 8704 NORTH BAY DR 8708 NORTH BAY DR CHANHASSEN, MN 55317-7625 CHANHASSEN, MN 55317-7624 CHANHASSEN, MN 55317-7624 WILLIAM & JOANNE EDLEFSEN WOODDALE BUILDERS INC 8775 LAKE RILEY DR 5435 FELTL RD CHANHASSEN, MN 55317-4562 MINNETONKA, MN 55343-7983 PROPOSED MOTION: "The Chanhassen Planning Commission recommends City Council approve the ordinance amending the PUD Design Standards for Lakeside." etl�l- "The Chanhassen Planning Commission recommends City Council approve the subdivision for Lakeside Fourth Addition creating 22 lots and three outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-11-10, subject to conditions 1 - "The Chanhassen Planning Commission recommends City Council approve Site Plan #10-06 for a 22 unit twin home project in the Lakeside development, plans prepared by Pioneer Engineering, dated 10-15-09, revised 2-11-10, subject to conditions 1 - And adoption of the attached findings of fact and recommendation. SUMMARY OF REQUEST: The developer is requesting a Planned Unit Development Amendment to Lakeside; and Subdivision and Site Plan Review for 22 residential units — LAKESIDE TWINHOMES LOCATION: Lake Riley Drive and Lake Riley Trail (Outlot B, Lakeside Addition and Outlot E, Lakeside Third Addition) APPLICANT: Ron Clark Construction Home Federal Savings 7500 West 78'h Street Edina, MN Edina, MN 55349 (952)947-3022 mike@ronclark.com PRESENT ZONING: Planned Unit Development -Residential (PUD-R) 2020 LAND USE PLAN: Residential - High Density ACREAGE: 3.878 acres DENSITY: gross: 5.67; net: 6.14 units per acre LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City has a relatively high level of discretion in approving amendments to PUD's because the City is acting in its legislative or policy making capacity. A PUD amendment must be consistent with the City's Comprehensive Plan. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 2 of 17 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. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets those standards, the City must then approve the site plan. This is a quasi-judicial decision. PROPOSAUSUMMARY The developer is proposing an amendment to the PUD to convert two of the condominium buildings into 22 twin -home units as well as revisions to the design standards regarding setbacks. The current project also includes subdivision approval to create 22 twin -home lots with a variance for a 20-foot wide private street as well as site plan approval for the 22 twin homes. Although a twin home project would not normally require site plan approval, because the project is altering an approved site plan for the sites, a new site plan review is appropriate. The Lakeside project was originally approved to include 231 units in 28 structures: 15 twin homes (30 units), 6 three -unit townhouses (18 units), 4 four -unit townhouses (16 units), condo A - 39 units, condo B - 53 units condo C - 77 units, a community building with a pool and a recreational beach lot. Block 2 had originally been approved for 39 units. Block 1 was originally approved for 53 units. The final condominium building site should maintain the overall housing units and could develop with up to 145 dwelling units with a minimum of 92 units to be consistent with the Residential — High Density land use. On the north side of the project is Highway 212. To the east of the development is the Bearpath Golf Community. South of the site is Lake Riley. To the west is the North Bay development. The site was previously altered in earlier phases of the development. Water and sewer service was broght into the development with the original plat and will be extended to the units as part of this phase of the development. Access to the units will be via Lake Riley Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 3 of 17 Drive and Lake Riley Trail, both of which are private streets. The use of private streets was approved in conjunction with the original development approval. Staff supports the use of a 20- foot wide private street to access the six units on the south end of the project, since only two units are served on the west side of the "r' and four units on the east side of the "T". This area is more characteristic of a low -density development than a high -density development, which may be accessed via 20-foot wide private streets. Staff is recommending approval of the proposed development subject to the conditions of the staff report. APPLICABLE REGUATIONS • Chapter 18, Subdivisions • Chapter 20, Article II, Division 2, Amendments • Chapter 20, Article II, Division 6, Site Plan Review • Chapter 20, Article VII, Planned Unit Development District • Lakeside Design Standards BACKGROUND On November 26, 2007, the Chanhassen City Council approved the amendment to the Planned Unit Development (PUD 06-26) development design standards section c. Setbacks to change the separation between townhouses from 20 to 15 feet, and revised the wetland setback to be consistent with City Code. (Planning Case 07-23) On August 13, 2007, the Chanhassen City Council approved the Final Plat for Lakeside Third Addition creating five outlots. Two outlots will be further developed (C and E), which must be submitted for final platting with lots and blocks prior to development. The remaining outlots (A, B and D) will be common open space. On January 8, 2007, the Chanhassen City Council approved the Final Plat for Lakeside Second Addition creating 39 lots and 3 outlots. The second phase of Lakeside consisted of 41 lots and 1 outlot. Seven of the lots were for Wooddale Builders, 32 of the lots were for Charles Cudd Company, 2 lots were for common open space and Outlot A was for future platting for building sites. On October 23, 2006, the Chanhassen City Council approved the Final Plat for Lakeside. The final plat approval for the first phase of Lakeside consisted of 18 lots, 10 outlots and right-of- way for public streets. The first phase of the development included the community building and storm water pond, 11 lots for townhouses on the west side of the development (Wooddale Builders, Inc.), 4 lots for twin homes on the east side of the development (Charles Cudd Company), Outlot A which will contain the private street and utilities for the project, and Outlots I and J, the recreational beach lot site. The balance of the Outlots will be platted in the future for additional residential development. The developer performed the subdivision improvements as part of the original plat. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 4 of 17 On July 24, 2006, the Chanhassen City Council approved the following: A. Rezoning of the property located within the Lakeside development from High Density Residential District (R12) to Planned Unit Development - Residential (PUD-R) incorporating the development design standards contained within the staff report subject to the final plat approval for the Lakeside development. B. Preliminary Plat for Lakeside. C. Site Plan for 231 housing units and a community building with pool, with a Variance for building height for the condominium units consistent with the building elevations prepared by Harriss Architects. D. Conditional Use Permit for a recreational beach lot with a Variance from the requirement that 80 percent of the units be within 1,000 feet of the recreational beach lot. REZONING The developer is proposing an amendment to the PUD to convert two of the condominium buildings into 22 twin -home units as well as revisions to the design standards regarding setbacks. Changes to design standards are similar to an amendment to zoning district standards, since the PUD is the zoning of the property. The property is guided in the Comprehensive Plan for Residential - High Density (net density range 8 —16 units per acre). To assure that the development meets all other City Code requirements, staff is referencing the R16 High Density Residential District. DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a PUD for a mixed -housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and three condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 5of17 C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet -townhouses/twin homes; Building Height — Condominiums with a minimum of 30 feet Lyman Boulevard 50 feet/30 feet for beach lot West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 20 feet Minimum Driveway length to back of curb, trail or sidewalk 25 feet Hard Surface Coverage 50 % * Wetland: Buffer and buffer setback 16.5 feet and 40 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. d. Building Materials and Design 1. Townhouses • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of fiber -cement or vinyl siding or shake and brick or stone. • No two adjacent structures shall be of the same color scheme. • Colors used shall be varied across color tones. • All units shall utilize minimum timberline 30-year asphalt shingles. • Each unit shall have a minimum of one overstory tree within its front landscape yard. • All mechanical equipment shall be screened with material compatible to the building, landscaping or decorative fencing. • Garage doors shall be decorative and have windows. 2. Community Clubhouse • Building height shall be limited to 35 feet. • Building exterior material shall be a combination of stone and stucco and fiber - cement. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 6 of 17 • Natural cedar shakes roofing. 3. Condominium Building • Building height shall be limited to 48 feet. • Building exterior material shall be a combination of 80 percent or greater stone and brick. Accent and trim areas in fiber -cement lap siding and shake. • Roofing shall be a minimum timberline 30-year asphalt shingles (pitched roofs). e. Signage Signage shall comply with city standards for Residential Districts. f. Landscaping Landscaping shall comply with the landscaping plan prepared by Pioneer Engineering, dated May 19, 2006, revised June 7, 2006. AMENDMENT The proposed changes to the Lakeside PUD standards affect sections a, b and c. The proposed change to the development reduces the intensity of development along Lyman Boulevard and the eastern property line. Though part of a larger high -density development, the twin homes represent a lower density, similar to single-family homes, which should require less setback. Additionally, since the City first reviewed the Lakeside development, we have revised the setback requirements in PUDs to be project specific, rather than prescriptive. Not only is the proposed change less dense, but it also reduces the height of the buildings in the southeast comer of the project and continues the twin homes along the eastern side of the development. Highlighted below (changes are shown in bold and strikethrough format) is the proposed change to the development design standard. a. Intent The purpose of this zone is to create a PUD for a mix housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Except as modified below, the development shall comply with the requirements of the R-16 High Density Residential District. b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and three one condominium buildings -and their ancillary uses. If there is a question as to whether or not a use meets the Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 7 of 17 definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. C. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot Line 50 feet -townhouses4win- hem es; 30 feet - twin homes; Building Height — Condominiums with a minimum of 30 feet Lyman Boulevard 39-feeV30 feet €epbeaeh44 West Perimeter Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50 % * Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet # Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. * The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. SUBDIVISION REVIEW The developer is proposing the subdivision of the property into 22 twin -home lots, two common Outlots (A & B) and one association outlot (C) for Lakeside Fourth Addition. A variance to permit a portion of the private street to be 20 feet rather than 24 feet in width is being requested. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 8 of 17 , � _ — - �� 1 , f i , 0 s ♦ } UYLM C n� � V J GRADING, DRAINAGE AND EROSION CONTROL The developer proposes to mass grade the development areas; the building pads were not graded with the Lakeside improvements. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. An easement is required from the appropriate property owner for any off -site grading. 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. • Inlet Protection on the beehive structures — detail missing. • Show sealed concrete washout area. • Provide an updated SWPPP. • Eliminate detail plate 5300. RETAINING WALLS The proposed retaining walls are shown in red. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 9 of 17 Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. SURFACE WATER MANAGEMENT FEES Water Quality Fees The total water quality fees associated with this project are $72,137. Water Quantity 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. For twin homes the fee is $5,020 per acre. The total water quantity fees associated with this project are $17,976.62. Total SWMP Fee At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $35,129.61. The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development from existing stubs installed with the Lakeside development. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the trunk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council. 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. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 10 of 17 plat approval. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. PARKS AND RECREATION The original site plan for Lakeside was approved in 2006. At that time, the following conditions associated with Parks and Trails were approved: 1. Payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. 2. The applicant shall provide all design, engineering, construction and testing services required of the "Lyman Boulevard Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material, and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 3. The trail connection at the northeast comer of the site connecting the Lakeside area to the future Highway 212 trail and underpass, as depicted in the applicant's plans, is completed. Application of original conditions of approval to Lakeside Twin Homes: Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E. 2. The improvements described in item No. 2 (above) have been completed and accepted by the City. 3. The trail connection described in No. 3 (above) must be completed when the final outlot (adjacent to Highway 212) is developed. LANDSCAPING The applicant has provided one tree per unit as well as foundation shrub plantings. Also required, but not provided, are buffer and boulevard planting for the proposed development. The east bufferyard should be consistent with what has been installed north of this outlot, regardless of quantity. The following table summarizes the minimum requirements: Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 11 of 17 Required Proposed East property line - 3 overstory 0 overstory bufferyard B, 480' 7 understory 0 understory 30' width 7 shrubs 0 shrubs South property line 4 overstory 0 overstory Bufferyard B, 400' 8 understory 0 understory 30' width 8 shrubs 0 shrubs Boulevard trees — Lyman 6 overstory trees 0 overstory trees Blvd. The applicant is required to meet the minimum requirements for landscaping. Landscaping security shall be provided for its installation. There are additional locations where strategically placed landscaping would provide screening from headlights and privacy for the proposed homes. These locations include just west of the guest parking space on Outlot B, to the south or east of Lot 10, Block 1, on Outlot E, and to the south of Lot 6, Block 2, on Outlot B. STREETS Access to the site is via private streets: Lake Riley Drive and Lake Riley Trail. A new private street will provide access to Blocks 2 and 3 of the Fourth Addition. The north -south portion of the private street will be 24 feet wide as required by the subdivision ordinance. The developer is requesting a variance to permit a 20-foot wide private street to access the six units on the south end of the project. The use of a 20-foot wide street in this area is appropriate, since four or less units are accessed via each leg of the private street. The reduction in width permits a four -foot snow storage area on the north side of the private street between the sidewalk and the street adjacent to the building on Lot 6, Block 2. The smaller street width reduces the amount of impervious surface within the development. An access easement and maintenance agreement shall be recorded over the private street. All streets within the development will be privately owned and maintained. The developer must submit written verification that the private streets meet a 7-ton design. This development is adjacent to Lyman Boulevard, and is therefore within the Collector Roadway Traffic Impact Zone and subject to the $2,400.00/developable acre fee. COMPLIANCE TABLE Area (square feet Notes CODE 2,700 Ll B1 2,723 L2 Bl 2,772 L3 B 1 2,773 L4 Bl 2,772 L5 Bl 2,772 Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 12 of 17 Area (square feet Notes L6 Bl 2,772 L7 Bl 2,730 L8 Bl 2,772 L9 Bl 2,772 L10 Bl 2,812 Outlot A 34,548 Will be used as common open space and access to the units. Ll B2 4,251 L2 B2 4,981 L3 B2 4,801 L4 B2 5,023 L5 B2 4,717 L6 B2 4,724 Ll B3 4,385 L2 B3 4,596 L3 B3 4,368 L4 B3 5,489 L5 B3 6,999 L6 B3 6,890 Outlot B 32,124 Will be used for the private street, guest parking and as common open sace. Outlot C 12,914 Development retaining wall and sign Total 168,926 3.878 acres There are no specified minimum lot frontage or depth requirements, only lot area. Setbacks are from the perimeter of the development and between buildings, rather than to individual lot lines. GENERAL SITE PLAN/ARCHITECTURE The developer is proposing 22 twin -home units instead of the 92 condominium units that were approved on these two sites as part of the Lakeside development. The units include five slab -on - grade, one lookout rambler and five walkout -type buildings. There are three distinct designs with floor plans that range from 1500 sq. ft. on one level to 2500 sq. ft. when finishing the lower level and adding a four -season porch. Units are proposed with widths of 30, 32 and 36 feet. All twin homes are a maximum of two stories with low -pitch hip roofs. The `prairie style' architecture is a variation of the existing clubhouse adjacent to both parcels. Exterior materials are to be a combination of cement board trim and stone accents with premium vinyl siding. The roofing is to be Architectural Series asphalt. The exterior colors are to be of rich natural earth tones complimenting the colors of the existing clubhouse. The proposed Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 13 of 17 architecture should complement the existing and proposed housing within the project. The design and materials match those required for the townhouse development of Lakeside. There are three pallets of colors proposed for the project. All units will incorporate Bucks County Southern Ledgestone along the base in columns. All units also incorporate projecting porches and decks. The twin homes comply with the standards for Townhouses within the Lakeside PUD design standards. x- 4 M. The units have been designed and located to maximize the views of the lake. The ten units north of Lake Rilev Trail are designed with an upper level to focus the living area to the south. The six units along Lyman Boulevard are raised approximately 10 feet above the road and incorporate two floors of extension windows. On the plan for Block 1, lots 1-10, the building design includes a 1'-4" cantilever in the den/bedroom. These cantilevers are architectural features which are permitted to project into the required yard up to 2.5 feet (section 20-908 of the City Code). Additionally, the standards adopted for the Lakeside PUD permit decks, patios, porches, and stoops to project up to 7 feet into these required yards. ACCESS Access to the site is via private streets: Lake Riley Drive and Lake Riley Trail, which were constructed with the first phase of the development. A new private street will provide access to Blocks 2 and 3 of the Fourth Addition. The north - south portion of the private street will be 24 feet wide as required by the subdivision ordinance; the east -west portion of the street is proposed at 20 feet in width and requires approval of a subdivision variance. Eight guest parking stalls are proposed off the private street. Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 14 of 17 LANDSCAPING The applicant has provided one tree per unit as well as foundation shrub plantings. There are additional locations where strategically placed landscaping would provide screening from headlights and privacy for the proposed homes. These locations include just west of the guest parking space on Outlot B, to the south or east of Lot 10, Block 1, on Outlot A, and to the south of Lot 6, Block 2, on Outlot B. GRADING/DRAINAGE The developer proposes to mass grade the development areas; the building pads were not graded with the Lakeside improvements. MISCELLANEOUS Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement, property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Each lot must be provided with separate sewer and water services. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. The new private drive to the east of Lake Riley Drive must have a street name. The proposed street name must be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (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). "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). RECOMMENDATION Staff recommends that the Planning Commission adopt the following three motions and adoption of the attached findings of fact and recommendation: Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 15of17 "The Chanhassen Planning Commission recommends City Council approve the ordinance amending the PUD Design Standards for Lakeside." "The Chanhassen Planning Commission recommends City Council approve the subdivision for Lakeside Fourth Addition creating 22 lots and 3 outlots with a variance to permit a 20-foot wide private street to access Block 3, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: 1. Access easement and maintenance agreement shall be recorded over the private street. 2. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of parkland dedication shall be collected for the 22 residential twin homes being requested for Outlets B & E at the time of final plat recording. 3. The applicant shall provide 6 overstory trees along Lyman Blvd; 4 overstory, 8 understory and 8 shrubs along the south property line of Outlot C; at least 3 overstory, 7 understory and 7 shrubs along the east property line of Outlet B or landscaping consistent with the existing buffer to the north. 4. A revised landscape plan that meets minimum requirements must be submitted to the city before final approval. 5. Landscaping security shall be provided for all development landscaping. 6. Fire Marshal conditions: a. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. b. An additional fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. c. Water mains and fire hydrants shall be installed and made serviceable prior to combustible construction (2007 MSFC Sec. 501.4). d. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus (2007 MSFC Sec. 503.1.1). e. A three-foot clear space shall be maintained around fire hydrants (2007 MSFC Sec. 508.5.4). f 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 sign (2007 MSFC Sec. 505.2). g. "No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs (MSFC Sec. 503.3). Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 16 of 17 7. City Engineer Conditions: a. The emergency overflow elevation between Lot 2, Block 2 and Lot 2, Block 3 is labeled improperly and must be corrected. b. The lowest floor elevation of Lots 3 through 6, Block 2 must be minimum one foot above the corrected emergency overflow elevation. c. An easement is required from the appropriate property owner for any off -site grading. 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. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. e. All utilities within this site shall be privately owned and maintained; however, they must be constructed to the City's minimum requirements, including pipe diameter and slope, installation of manholes at bends and the ends of sanitary sewer runs, and installation of a hydrant at the dead end of watermain. f. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. g. Each new lot is subject to the sanitary sewer and water hookup charges. The 2010 trunk hookup charge is $2,026 for sanitary sewer and $5,393 for watermain. A portion of the tnmk hookup fees will be collected with the final plat; the remainder must be paid with the building permit, which may be specially assessed against the parcel at the time of building permit issuance. h. The applicant is also required to enter into a development contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. i. Permits from the appropriate regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County and Watershed District. j. All streets within the development will be privately owned and maintained. k. The developer must submit written verification that the private streets meet a 7-ton design. 1. At the time of final plat recording, the developer must pay the Arterial Collector fee, which is calculated as follows: 3.58 developable acres x $2,400/acre = $8,592. 8. Water Resources Conditions: a. Provide detail for Inlet Protection on the beehive structures. b. Show sealed concrete washout area. c. Provide an updated SWPPP. d. Eliminate detail plate 5300. e. The SWMP fee for Lakeside Fourth Addition is $35,129.61 which shall be paid at the time of final plat recording." "The Chanhassen Planning Commission recommends City Council approve Site Plan #10-06 for a 22-unit twin -home project in the Lakeside development, plans prepared by Pioneer Engineering dated 10-15-09, revised 2-25-10, subject to the following conditions: Lakeside PUD Amendment & Lakeside Twin Homes March 16, 2010 Page 17 of 17 1. The applicant shall enter into a site plan agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The final plat for Lakeside Fourth Addition must be approved and recorded prior to the issuance of a building permit for the twin homes. 3. Building Official conditions: a. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. b. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. c. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. d. Walls and projections within five feet of property lines are required to be of one -hour fire -resistive construction. e. Retaining walls over four feet high require a permit and must be designed by a professional engineer. f. Each lot must be provided with separate sewer and water services. g. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Lakeside PUD Amendment Narrative from Whitten Associates, Inc. 4. Reduced Copies Lakeside PUD Amendment Plans Sheets 1 — 5. 5. PUD Amendment Ordinance. 6. Letter from Sarah K. Hedlund (Qwest) to Robert Generous dated 2/26/10. 7. Letter from William Goff (MnDOT) to Sharmeen AI-Jaff dated 3/2/10. 8. Letter from Chip Hentges (Carver Soil & Water Conservation District) to Robert Generous dated 3/4/10. 9. Public Hearing Notice and Affidavit of Mailing. gAplan\2010 planning cases\I0-06 lakeside pud amendment\staff mport lakeside 4th and pud amendment.doc This __.... .. - as o crty• X 553 NBE 1 AOSC 06 03/05/10 is tc FORWARD TIME EXP RTN TO SEND Gec! TOLLEFSON the 17539 BEARPATH TRL any. EDEN PRAIRIE MN .55347-3461 in th RETURN TO SENDER conk Stah shall Illllnlllnlllnuillnrlllnnnllllnllnllllnilnlllllnl de(n_...._ ......... _.._ ...,.., . uum any am an claims brought by User, its employees or agents, or third parties whi�,i3rj;;e,(gppryse of data provided. 1 CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us 049J82036654 $ 00.440 a 03/04/2010 c Mailed From 55317 US POSTAGE e-mom led � -a -1 e L�n%e l �. Murphy 8964 ENGLISH TURN EDEN PRAIRIE MN 55347 lrirlrrlrLrrllrrlrrilrrrirrllrrirrlrirrirl,irrii„ri,rlil,rrl FWD SCANNEo Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 16, 2010 at 7:00 p.m. This hearing may not start until later in the eveninii, depenclinia on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Planned Unit Development Amendment to Proposal: Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Development -Residential PUD-R Applicant: Ron Clark Construction Property Lakeside plat (PUD Amendment) and O ots B & E, Lakeside Location: (Lakeside Twinhomes) A location M80 Is on the reverse side of this n Ice. The purpose of this public hearing js to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 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/sere/plan/10-06.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at baenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommentlation. The item will be opened for the public to speak about the proposal as apart 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 recommentlation, Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerclallndustrial. • 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, please contact the Planning Staff person named on the notification. This map is neither a leeally recorded Mao nor a survev and k nnt intomm t- F u.M as city NIXIE 553 8E 1 06 03/06/10 is I Ciet RETURN TO SENDER the VACANT any UNABLE TO FORWARD in t con DC: SS317014747 *0678-01975-04-40 Sta she Itltinit�nt��utt�Ilnti�Iunn��tinllt n�tlt tii ntltliu� deft its employees or agents, or third parties which ad" om Pl3t! WAft 104M w use of data provided. CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn. us o49J82o36654 $ 00.440 o3roarzoio Mailed Prom 55317 US POSTAGE —rYL'u' l-ec- ► 6 Low; s Sa' Norkh �q NSA 8708 NORTH BAY DR CHANHASSEN, MN 55317-7624"' I 1, I., l t I. l Ili ... t l l it tIII. „it ll,,,, I. I. i. t l l l... 1, t i, I. i.II 50^.r,;,,u Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 16, 2010 at 7:00 p.m. This hailing may not start until later In the evening,depending on the order of tIn a ends. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Planned Unit Development Amendment to Proposal: Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Development -Residential PUD-R Applicant: Ron Clark Construction Property Lakeside plat (PUD Amendment) and Outlots B & E, Lakeside Location: (Lakeside Twinhomes) A location map I on the reverse side of this notice. The purpose df this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 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/10-06.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bcenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing, Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciallindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included In the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, backing or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. a errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the usees access or use of data provided. :3 CITY OF CIS HASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us 049,W20J6654 $ 00.440 03/04/2010 Mailed From 55317 US POSTAGE (DIC�,1 l 6 i"Glee D( 5 1 �v WOODDALE BUILDERS INC 5435-FELTL RD MINNETONKA, MN 55343-7983 GAI,NCU I,i,I.,I,I.,,II..i„I..Ii..1„irlir„r,llirr,iirir,fri,rri„II Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 16, 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. Request for Planned Unit Development Amendment to Proposal: Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Dev ment-Residential PUD-R Applicant: Ron Clark Conor ion Property Lakeside plaC UQtiAmendment) and Outlets B & E, Lakeside Location: (Lakeside Twinhol A location map is on t verse side of this notice. The purpose of this'.;', btic hearing is to inf prm you about the applicant's request and)o obtain input froth the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 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/sere/plan/10-06.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at bdenerous�ci.Chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerclal4ndustrial. • 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 persona). • 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 please contact the Planning Staff person named on the notification Disclaimer N2XIE 5g3 6E 1 RETURN TD iVERABLE 06 03/07/10 SENDER AS ADDRESSED NOT DE'UNABt-E TO FORUARD t #0670-03983-04-40 a IBC:5g317036300 st llLllrI,111,16...III,rr16,L,rlir1111r1,ILllrrll ato1Mi'nesota uns map acknowledges that the City sh ---ages. and expressly waives all claims, and agrees to de ._ ..-emnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise 9oV jW8 o use of data provided. _ _ _ CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota55317 www.ci.chanhassen.mn.us 049,182036654 $ 00.440 d 03/04/2010 Mailed From 55317 US POSTAGE R6ber+j4InctAWL iiaberkorn 14727 BOULDER POINTE RD EDEN PRAIRIE MN 55347 UTF SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, March 16, 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. Request for Planned Unit Development Amendment to Proposal: Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units (Lakeside Twinhomes) on property zoned Planned Unit Development -Residential PUD-R Applicant: Ron Clark Construction Property Lakeside plat (PUD Amendment) and Outlots B & E, Lakeside Location: (Lakeside Twinhomes) _ A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 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/10-06.html. If you wish to talk to someone about this project, please contact Robert Questions & Generous by email at buenerous@ci.chanhassen.mn.us or by Comments: phone at 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online on the project web site listed above the Thursday prior to the PlanningCommission meeting. Ity Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations, RezoniHgs, 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 apart 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, all or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial, • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 499 AN ORDINANCE AMENDING CHAPTER 20 OF THE- CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT LAKESIDE THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section I Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section a. Intent, as follows: a. Intent The purpose of this zone is to create a PUD for a mix housing type multi family development The use of the PUT) zone is to allow for more flexible designstandardswhilecreatingahigherquality and moresensitive proposal. The PUD re foires that the development demonstrate a higher Section 2. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section b. Permitted Uses, as follows: b. Permitted Uses The permitted uses in this zone shall be We homes, townhouses, and doee one condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall Ire low-intensityneighborhoodarlented accessory structures to meet daily needs ofresidents. Such uses may include a box shelter, community, building, development signage, fountain, garden. gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. SeCgop 3. Chapter 20 ofthe Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Resign Standards Section c. Setbacks, as follows: C. Setbacks _ The PUD ordinance requires setbacks from roadways and exterior aauco. auc auuunua6 auuac uaaY�nJa uaunc ocwua.na 30 fM-Nin home', Budding Horst view radomknum win a #Decks, patios, porches, and stoops mayproject up to seven (7) feet in to the required yard. 'The entire development including the public = it private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this 12° Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known m the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, as amended. }} ��-- �jj (B) The printed public notice that is attached to this Affidavit and identified as No. �� was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as pan of this Affidavit Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopgr�tuvwxyz w� Laurie A. Hartmann Subscribed and swum before me on this ) e ^ day of 2010 n Nora rblic� JVMME J. BARK NOTARY PUBLIC - MINNFSOTA My Commission Expire501/31/2013 day of April, 2010. RATE INFORMATION ATrrST: Todd Gerhardt, Clerk/Manager Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Thomas A. Furlong, Mayor Maximum rate allowed by law for the above matter ..... .......................... $31.20 per column inch published in the Chanhassen Villager on Thursday. April 22, 2D10; No. Rate actually chaigedforthe abovemaner_........_....._._......................... $12.59 per column inch SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.10-06 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 16, 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 Planned Unit Development Amendment to Lakeside; and Subdivision with Variances and Site Plan Review for 22 residential units on property zoned Planned Unit Development -Residential (PUD-R) and located on Outlots B & E, Lakeside — LAKESIDE TWINHOMES. Applicant: Ron Clark Construction. 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/serv/plan/10-06.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: beenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on March 4, 2010) SCANNED 10-0�0 Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING State of Minnesota) PLANNING CASE NO. 10-06 NOTICE IS HEREBY GIVEN )SS. that the Chanhassen Planning County Of Carver ) Commission will hold a public hearing on Tuesday, March 16, 2010, atT.00p.m. intheCouncilChambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized hearing is to considera request for Planned Unit Development agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Amendment to Lakeside; and lager and has full knowledge of the facts herein stated as follows: Subdivision with Variances and Site Plan Review for 22 residential (A) These newspapers have complied with the requirements constituting qualification as a legal units on property zoned Planned newspaper, as provided by Minnesota Statute 331 A.02, 331 A.07, and other applicable laws, as Unit Development -Residential amended, (PUD-R) and located on Outlots B & E, Lakeside - LAKESIDE The that is to this Affidavit and identified as No. 3.j Clark Construction. TWINHOMES. Applicant: Ron (B) printed public notice attached was published on the date or dates and in the newspaper stated in the attached Notice and said A plan showing the location of the Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of proposal is available for public the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both review on the City's web site at inclusive, and is hereby acknowledged as being the kind and size of type used in the composition www.ci.chanhassen,mn.us/sere/ and publication of the Notice: Pla ✓10U6.html or at City Hall during regular business hours. abcdefghijklmnopgrstu z All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Laurie A. Hartmann Email: bgenerous&i.chanbassen.mmus Phone: 952-227-1131 (Published in the Chanhassen Subscribed and sworn before me on V illager on Thursday, March 4, 2010; No. 4334) this � e day of V�s, 2010 ------------ JYMME J. BARK NOTARY PUBLIC - MINNESOTA My Commission Expires 01/31/2013 No, #ablic y I* - __ - - 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 R.E.C., INC. 57243 4-21-10 CKRQ 4/21/VACATION OF EASEMENT FEE 50.00 50.00 ^'T'+ OF CHANHASSEN RECEIVED APR 2 6 2010 "HANHASSEN PLA'W ANG DEP' 50.00 50.00 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 04/27/2010 3:47 PM Receipt No. 0127288 CLERK: bethany PAYEE: R.E.C., Inc. 7500 West 78th Street Edina MN 55439 Lakeside 4th Addition 10-06 ------------------------------------------------------- Recording Fees 50.00 Total 50.00 Cash 0.00 Check 57243 50.00 Change 0.00 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 03/16/2010 4:11 PM Receipt No. 0123875 CLERK: katie PAYEE: REC Inc Planning Case #10-06 ------------- GIS List Total Cash Check 57067 Change ---------------------------- 177.00 177.00 0.00 177.00 0.00 ernNNED R.E.C.; INC. yMIM 3-04-10 #10-06 LAKESIDE PLANNING CASE #10-0 177.00 177.00 SCANNED 177.00 177.00 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My OF (952) 227-1100 CBMS}X To: Mr. Mike Roebuck Ron Clark Construction 7500 West 781h Street Edina, MN 55439 Invoice SALESPERSON DATE TERMS KTM March 4, 2010 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 59 Property Owners List within 500' of Lakeside (59 labels) $3.00 $177.00 TOTAL DUE $177.00 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 March 16, 2010. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #10-06. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/16/2010 2:55 PM Receipt No. 0121357 CLERK: bethany PAYEE: R.E.C., Inc. 7500 West 78th Street Edina MN 55439 Planning Case 10-06 ------------------------------------------------------- Use & Variance 2,540.00 Sign Rent 200.00 Recording Fees 500.00 Total Cash Check 56945 Change 3,240.00 0.00 3,240.00 0.00 LAKESIDE PUD, SITE PLAN & SUBDIVISION - PLANNING CASE 10-06 $750 Planned Unit Development $610 Site Plan Review $930 Subdivision (preliminary plat) $250 Subdivision (final plat) $450 Attorney Review $50 Recording Fee $200 Notification Sign $3,240 TOTAL $3,240 Less Check No. 56945 from R.E.C., Inc. $0 BALANCE Planning Case 10-06 Lakeside Planned Unit Development Amendment Subdivision Approval with Variance Site Plan Approval for 22 Twin Homes Planning Commission 3/ 16/ 10 City Council 4112110 Lakeside Concept Plan Z moo, ROM METRO GZ I(,q C� 31l - S3 — "� 1 3/16/2010 PLANNED UNIT DEVELOPMENT AMENDMENT 1. Modify the intent of the PUD to reference the R-16, tiigh Density Residential District 2. Amend the Permitted Uses to specify one condominium building. 3. Revise the setback to 30 feet from the east property line for twin homes and 30 feet to Lyman Boulevard. Subdivision with Variance The developer is proposing the subdivision of the property into 22 twin -home lots, two common Outlots (A & B) and one association outlot (C) for Lakeside Fourth Addition. A variance to permit a portion of the private street to be 20 feet rather than 24 feet in width is being requested. SUBDIVISION 0 3/16/2010 Private Smt Width Vwimm 'i• I' y 4. v(1v;� < V _ � �- fin.,-•,, .q. ��,a►�P Cam,.,. �.� 3/16/2010 Preliminary landscaping Plan SITE PLAN REVIEW The developer is proposing 22 twin -home units. The units include five slab -on -grade. one lookout rambler and five walkoubtype buildings. There are three distinct designs with floor plans that range from 1500 sq. ft. on one level to 2500 sq. ft. when finishing the lower level and adding a four -season porch. Units are proposed with widths of -IQ. 32 and 36 feet. All twin homes are a maximum of wo stories with low -pitch hip roofs. There are three pallets of colors proposed for the project. 'el 3/16/2010 z I -It L Y I,rl a; 5 3/16/2010 lZ-- p r Fly( 1 O1 cgtu,A- J(t,) m 3/16/2010 RECOMMENDATION: "Approve the ordinance amending the PUD Design Standards for Lkeside." "Approve the subdivision for Lakeside Fourth Addition creating 22 lots and three oudots with a variance to permit a 20-foot wide private street to access Block Y' "Approve Site Plan #10-06 for a 22 unit twin home project in the Lakeside development. And adoption of the attached findings of fact and recommendation. 7 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: February 16, 2010 To: Development Plan Referral Agencies From: Planning Department Review Response Deadline: March 5, 2010 By: Robert Generous, Senior Planner Subject: Request for Planned Unit Development Amendment to Lakeside; Subdivision and Site Plan Review for 22 residential units on property zoned Planned Unit Development -Residential (PUD-R) and located on Outlots B & E, Lakeside — LAKESIDE TWINHOMES. Applicant: Ron Clark Construction. Owner: Home Federal Savings. Planning Case: 10-06 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 12, 2010. The 60-day review period ends April 13, 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 March 16, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than March 5, 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. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 6. U.S. Fish & Wildlife 13. City of Eden Prairie — Michael Franzen LOCATION MAP (Subject Property Highlighted in Yellow) Lakeside Twinhomes Outlots B & E, Lakeside Planning Case 10-06 MEMORANDUM TO: Bob Generous, Senior Planner j►� Ci OF i i FROM: Todd Hoffman, Park and Recreation Director CgANHASSEN DATE: March 1, 2010 7700 Market Boulevard PO Box 147 SUBJ: Park & Trail Conditions of Approval Associated with the Request Chanhassen, A 55317 for Planned Unit Development Amendment to Lakeside; Subdivision and Site Plan Review for 22 Residential Units on Administration Property Zoned Planned Unit Development -Residential (PUD-R) NM: 952.227.1100 and located on Outlots B & E, Lakeside — LAKESIDE Fax:952.227.1110 TWINHOMES. Building Insitections The original site plan for Lakeside was approved in 2006. At that time, the Phone:952.227.1180 Fax: 952.227.1190 following conditions associated with Parks and Trails were approved: Engineering 1. Payment of full park dedication fees at the rate in force upon final plat Phone:952.227.1160 approval in lieu of parkland dedication. Fax:952.227.1170 2. The applicant shall provide all design, engineering, construction and Finance testing services required of the "Lyman Boulevard Trail." All PFax:952,227.1110 Fax: 952.227.1110 construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each Park & Recreation phase of construction. The trail shall be 10 feet in width, surfaced with Phone:952.227.1120 bituminous material, and constructed to meet all city specifications. The Fax:952,227.1110 applicant shall be reimbursed for the actual cost of construction materials for the Lyman Boulevard Trail. This reimbursement payment shall be Recreation Center made upon completion and acceptance of the trail and receipt of an 23102Boulevard Phone:: 95952.227.1400 invoice documenting the actual costs for the construction materials Fax:952.227.1404 utilized in its construction. Planning & 3. The trail connection at the northeast corner of the site connecting the Nahrtaf Besources Lakeside area to the future Highway 212 trail and underpass, as depicted in Phone:952.227.1130 the applicant's plans, is completed. Fax:952.227.1110 Pullific Works Application of original conditions of approval to Lakeside Twin Homes: 1591 Park Road Phone:952.227.1300 1. Payment of Park Dedication Fees totaling $110,000 ($5,000/Unit) in lieu of Fax:952.227.1310 parkland dedication shall be collected for the 22 residential twin homes being requested for Outlots B & E. Senior Cep 2. The improvements described in item No. 2 (above) have been completed Phone: 211 and accepted by the City. Fax:952.252.227.17.1110 3. The trail connection described in No. 3 (above) must be completed when Web Site the final outlot (adjacent to Highway 212) is developed. wvvw.ci.chanhassen.mriss gApian\2010 pLvuting cases\I0-061akmde pud am dm Apark and recreation directors report.doc Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Generous, Bob From: Fauske, Alyson Sent: Wednesday, February 24, 2010 9:26 AM To: Mike Roebuck Cc: Generous, Bob Subject: RE: Lakeside schedule & Grading permit Hi Mike, The schedule looks fine. You do not require a grading permit for work associated with an approved final plat. Alyson From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Wednesday, February 24, 2010 8:50 AM To: Generous, Bob; Fauske, Alyson Subject: Lakeside schedule & Grading permit Bob & Alyson, We have reviewed our schedule for the above project and would currently look to have the following sequence of events: 2/26/10 -Submit book to city for PC meeting -Submit color board to city 3/16/10 PC -Preliminary Plat 4/12/10 CC -Preliminary Plat 4/16/10 Final Construction Drawings to City (If we have final const plans to you by this date could we seek CC approval on 5/10 or have to wait for the 5/24 meeting?) 5/10-5/24 CC Final Plat Approval -Developers Agreement Signed -Plat Signed -LOC Posted -Construction Plans approved by city -Preconstruction Mtg w/City 6/1/10 Grading Permit 617/10 Start Earthwork Does this look realistic to you both? If so I will pass along to the other members of our team. Michael R. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Tuesday, February 23, 2010 3:42 PM To: Mike Roebuck Subject: RE: Lakeside spacing min 15'-0" Here's what else we need for final plat approval: Construction plans and engineer's estimate of cost of improvements I've attached our standard final plat submittal checkoff. From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Monday, February 22, 2010 2:13 PM To: Generous, Bob Subject: RE: Lakeside spacing min 15'-0" Bob, I'll pass that along to Pioneer also, thanks for the heads up. Michael R. Roebuck 7500 west 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Monday, February 22, 2010 2:01 PM To: Mike Roebuck Subject: RE: Lakeside spacing min 15'-0" Mike: We are also reviewing the plan under the standards for R-16 district regulations. This permits a minimum lot size of 2,700 sq. ft. per unit. Lots 1 and 10, Block 1, must be enlarged slightly to meet the minimum lot size. e, From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Monday, February 22, 2010 1:26 PM To: Generous, Bob Cc: Paul Cherne; tim Whitten Subject: RE: Lakeside spacing min 15'-0" Sounds good, Thanks Bob. Michael R. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Monday, February 22, 2010 1:24 PM To: Mike Roebuck Subject: RE: Lakeside spacing min 15'-0" Let's wait on that to see if there are other changes required before you resubmit anything. We can always make it conditions of approval. Pioneer may want to verify that the changes work. From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Monday, February 22, 2010 1:16 PM To: Generous, Bob Cc, Paul Cherne Subject: Lakeside spacing min 15-0" Bob, I will pass your comments along to Pioneer and have them make that change. Do you want them to submit a revised plan? Michael R. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike Caronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Monday, February 22, 2010 11:45 AM To: Mike Roebuck Subject: RE: Lakeside Landscaping Plan Mike, We are going to recommend that the separation between twin homes remain at 15 feet. (There is a 7 foot exception for stoops, porches, patios and decks so the porch is ok.) This requires that the building on lots 3&4 be shifted 0.5 feet and the building on lots 5&6 be shifted a foot. It may adjust the lot lines slightly. , From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Thursday, February 18, 2010 10:24 AM To: Generous, Bob Subject: RE: Lakeside Landscaping Plan You're welcome Let me know if you need anything else. Michael R. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Thursday, February 18, 2010 10:12 AM To: Mike Roebuck Subject: RE: Lakeside Landscaping Plan MEMORANDUM TO: Robert Generous, Senior Planner FROM: Jerritt Mohn, Building Official DATE: February 17, 2010 SUBJ: Review of: Request for Planned Unit Development Amendment to Lakeside; Subdivision and Site Plan Review for 22 residential units on property zoned Planned Unit Development -Residential (PUD-R) and located on Outlots B & E, Lakeside — LAKESIDE TWINHOMES. Planning Case: 10-06 I have reviewed the plans for above project and offer the following comments, which should be included in the conditions of approval: 1. Buildings over 8500 square feet of floor area are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings and the areas of basements and garages are included in the floor area threshold. 2. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 3. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 4. Walls and projections within 5 feet of property lines are required to be of one - hour fire -resistive construction. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. G/plaN2010 Planning Cases/ I 0-06Lakeside PUD Amendmmi/buildingofcialcomments.doc That's it. Thanks, Mike. From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Thursday, February 18, 2010 9:55 AM To: Generous, Bob Subject: Lakeside Landscaping Plan Bob, Attached is the digital copy of the landscaping plan. Is that what you need? MichaelR. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! From: Generous, Bob[mailto:bgenerous@ci.chanhassen.mn.us] Sent: Tuesday, February 16, 2010 3:14 PM To: Mike Roebuck Cc: Meuwissen, Kim Subject: RE: Lakeside Mike: We need the colored landscape plan submitted in digital format also. You can email a PDF to me. Thanks, Mn From: Mike Roebuck [mailto:mike@ronclark.com] Sent: Friday, February 12, 2010 11:09 AM To: Generous, Bob Subject: Lakeside Good Morning Bob, I see that Paul has sent over the digital copy of our plans. I also forwarded a copy to Alyson along with the impervious surface area study that she had asked for at our meeting. I will be stopping over this afternoon to drop off the 5 full size hard copies of the civil plans along with our application and check. Tim will also be sending over to you today the digital copy of our architectural proposal. Please contact me with any questions. Michael R. Roebuck 7500 West 78th St. Edina, MN 55439 952.947.3022 Direct 952.947.3015 Direct Fax mike@ronclark.com www.ronclark.com RonClark Construction & Design Ron Clark Construction & Design is the proud recipient of the 2008 MN Business Ethics Award! Generous, Bob From: Littlin, Mark Sent: Thursday, February 25, 2010 8:53 AM To: Generous, Bob Subject: Planning case 10-06 Bob, I have reviewed the request for subdivision and plan review for Lakeside Twinhomes , planning case # 10-06 AND HAVE THE FOLLOWING REQUIREMENTS 1. The new private drive to the east of Lake Riley Drive must have a street name. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 2. An addition fire hydrant will be required at the intersection of Lake Riley Drive and the new private road to the east. 3. Water mains, fire hydrants shall be installed and made serviceable prior to combustible construction. 2007 MSFC Sec. 501.4. 4. Fire Department access roads shall be installed prior to combustible construction to support the loads of fire apparatus. 2007 MSFC Sec. 503.1.1. 5. A 3 foot clear space shall be maintained around fire hydrants. 2007 MSFC Sec. 508.5.4. 6. 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. 7. " No Parking Fire Lane" signs shall be installed. Contact Chanhassen Fire Marshal for spec sheets regarding sign design and specific locations of signs. MSFC Sec. 503.3. 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 Generous, Bob From: Gary Roethle [gir8934@yahoo.com] Sent: Thursday, March 11, 2010 1:03 PM To: Generous, Bob Subject: Lakeside - Ron Clark Construction :0 I wanted to let you know that the Lakeside homeowners met with Ron Clark Construction, Tim Whitten and the other developers last night. They presented their plan to us, reviewed the plot design and twinhome designs, gave us a feel for the impact to us on the view to the lake (which is much better than what we would have had with the earlier Condo design which we all really liked), and discussed the timeline. They were very upfront and open, which gives us all a great feeling for this new partner in our neighborhood. I have personally talked to or heard from many of the other Lakeside homeowners and the other two developers, and they all have nothing be super things to say about Ron Clark Construction. May I pass along my own very poitive feelings as well and highly encourage you and the City of Chanhassen to approve his plan next week. Gary Roethle 8776 Lake Riley Dr Chanhassen, MN 55317 952-937-9776 Home 952-261-6637 Cell gfr8934(cOvahoo.com 1 DATE March 4, 2010 FILE NO. 10-06 PROJECT Lakeside Twinhomes WATER QUALITY WATER QUANTITY SWMP FEE WORKSHEET Site Area in Acres Outlot C Assessable area ZONING CLASSIFICATION FEES Rate per Acre 3.878 0.297 3.581 PUD - Medium Density Residential Acres Total $ 4,790.00 3.58 $ 17,152.99 Rate per Acre Acres Total $ 5,020.00 3.58 $ 17,976.62 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Storm water pond acre 2.819 $ 2:395.00 $ 6,751.51 Outlet structure each 0.00 $ 2500.00 $ - $ 6.751.51 SWMP FEE $ 35,129.61 SWMP CREDITS $ 6,751.51 TOTAL SWMP FEE $ 28,378.11 DATE March 4, 2010 FILE NO. 10-06 PROJECT Lakeside Twinhomes WATER QUALITY WATER QUANTITY SWMP FEE WORKSHEET Site Area in Acres Outlot A Assessable area ZONING CLASSIFICATION FEES Rate per Acre 3.878 0.297 3.581 PUD - Medium Density Residential Acres Total $ 4,790.00 3.58 $ 17,152.99 Rate per Acre Acres Total $ 5,020.00 3.58 $ 17.976.62 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Storm water pond acre 0 $ 3:410.00 $ - Outlet structure each 0.00 $ 2500.00 $ 1 SWMP FEE $ 35,129.61 SWMP CREDITS $ TOTAL SWMP FEE $ 35,129.61 Revision to final plat — Lakeside 41h Addition "' 9 ♦'�Q� 548'4B'20"E� 8.75 `� R L %H36 33"E �T 4 27.91 2S'rQO (y+ � 5� 1411 y0 ••�i 70 y ro ,' +06 3 8 I pyl t`1359 3g 8a ?; cd �3M1 �4.84 .h�S ,y1 •E 47.50 C.4/.Sc'� �P n 102.50 ` 47.50 w� j i S53 tti'E A7.50 a 47.50 yi %cat 55.00 �45 si y? i�� , it► ta W u f 4 ry 0 rl '3 0, 47.50 A� t 47.50 .22 0j°0 N+'S1' 329.7�� 01111111111111111111111111111111 5s3'11'213n F, ro`°•r ` 17.01 CIf10F Date: February 16, 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: March 5, 2010 By: Robert Generous, Senior Planner Subject: Request for Planned Unit Development Amendment to Lakeside; Subdivision and Site Plan Review for 22 residential units on property zoned Planned Unit Development -Residential (PUD-R) and located on Oudots B & E, Lakeside — LAKESIDE TWINHOMES. Applicant: Ron Clark Construction. Owner: Home Federal Savings. Planning Case: 10-06 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on February 12, 2010. The 60-day review period ends April 13, 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 March 16, 2010 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than March 5, 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. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Mmnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. City of Eden Prairie — Michael Franzen LOCATION MAP (Subject Property Highlighted in Yellow) Lakeside Twinhomes Outlots B & E, Lakeside Planning Case 10-06 I rr; Tr, I CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLAAANING DE' c � vZi LAKESIDE LANDSCAPE PLAN 1,_ - ,,.„ --' DESIGN/SALES REPP RON CLARK CONSTRUCTION _ _ _ ___ -- DESIGN ASST, - -_-- EDEN PRAIRIE, MN~ /ArrFovcro4egC, ojjt5. 4ro9nr ,awcv -PI eWWV Al t ofdp~ TWIN ("fH Nw dfw 9/0'sw t riJ(NT7N6 fiNGi- 9i0 t 0's✓ fiv)NyAy .=+YKrWi71�r _! ". Friday, July 09, 2010 Mr. Robert Generous City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN DTV OF CHANHASSEN RECEIVED JUL 0 9 2010 ,':HA%Ir4SSeN =LASIMNGOfin Subject: Final Plat Submittal Lakeside 4`s Addition- Revision dated 7-9-10 RE: Lakeside 4" Addition 7500 West 78� Street Edina, MN 55439 (952) 947-3000 fax (952) 947-3030 Dear Bob, Attached for your review are the below listed documents as part of our Final Plat development review application for the above referenced project: 1) Revised Civil Plans dated 7-9-10 including: coversheet, sanitary & watermain, storm sewer, street construction, city details, grading & erosion control plan and site plan (3 full size sets) 2) Final Plat (5) Full-size copies & (1) disk w/digital format 3) Set of above documents in 8.5 x 11" size 4) Copy of "Before & After" schematic showing rotation of building at Block 3, Lot 5-6 was submitted with our previous submittal on 7-1-10. We look forward to working with you on this project; please contact me with any questions. Sincerely, & Design Wyn°eP£ n� 3911/ AspYne maces SCANNED MN Builder Incense # 1220 w .RonCla&c= .� ! cj | _I _ _ o / \ | . � ƒ ! ] • | ! . � | 9! G ,� 6 | �� \ |4 |! |( |/ _ / 3 s 0 s / . e ' ! i x _ ! / � !! 2§ . \{{}\ \ X{ ! a . . XI \ ` • � \ "= ! G5lh[ � \ / / / iC 41, r a \ h • If \ IB 1w 1 �i 1 1( li ,lei 8 �± o ,•..s. ]z4 1 1, x_ 5 ul •NAB ^ �A 1 J � � +' 33 �� ail " ` J 1 .[ IP p i n ♦ W '"g / '9 Sy, � • �y4�� .,.— ..n •• 1 it 4 Pa �n as: W03 a. 1 1 is J It so . 1 Ifs b a / IY D O iA.oc.cyus g. 9' 0091 1•} LL o �• / 1 Li 7 1 % LLJ Y GF N_ A R�' � €t hh§ f of � 3"c3 14 `40C 16 56 a M a o 7500 West 78ffi Street Edina, MN 55439 (952) 947-3000 fax (952) 947-3030 Monday, April 26, 2010 Kate Aanenson Community Development Director City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN Subject: Final Plat Submittal lakeside 4" Addition RE: Lakeside Dear Kate, Attached for your review are the below listed documents as part of our Final Plat development review application for the above referenced project: 1) Development Review Application (Final Plat) 2) Development Review Application (Vacation of Easements) 3) Check for $50.00 4) Civil Plans dated 4-23-10 including: coversheet, sanitary & watermain, storm sewer, street construction, city details, grading & erosion control plan and site plan (3 full size sets). 5) Landscaping foundation planting plan ((1) 8 1/2x11 & (3) full size sets) 6) Site Landscaping plan ((1) 8 1/2x11 & (3) full size sets) 7) Engineers Estimate 8) Engineers Drainage Map & calculations 9) SWWP Plan 10) Specifications (1 set) 11) Final Plat (5) Full-size copies & (1) disk w/digital format 12) Sanitary Sewer Extension Permit (needs to be signed by the city & returned to Ron Clark) We look forward to working with you on this project; please contact me with any questions. Sincerely, K6e Mif:llael R. buck Yice President on C11"Construction & Design ('A � Q uo ram. CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLM MNG DEFT SCANNED MN Builder License # 1220 w .RmGarkxom CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Ron Clark Construction 7500 West 78th Street Edina, MN 55439 Contact: Mike Roebuck Phcne952-947-3022 Fax:952-947-3015 Email: mike@ronclark.com Planning Case No. 10 CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLAWNING nGps Property Owner Name and Address: Home Federal Savings Edina, MN Contact: Kevin McShane Phone:952-848-5361 Fax: - - Email: kevin.mcshane@hfsb.com NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (UP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' k Subdivision• hYA-L Rk I A 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) 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. 'Sixteen (16) 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 coot/ 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: Lakeside 7winhomes LOCATION: Lyman Blvd. and Lake Riley Drive LEGAL DESCRIPTION AND PID: Lakeside, Outlot B 6 E TOTAL ACREAGE: 3,878 WETLANDS PRESENT: YES NO PRESENT ZONING: PUD-R REQUESTED ZONING: PUD-R PRESENT LAND USE DESIGNATION: High Density Residential REQUESTED LAND. USE DESIGNATION: High Density Residential 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 dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application defidencies 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. -Y Date Dat VPIan\fo m'de elopm miew appli"don.dm SCANNED CITY OF CHANHASSEN CARVER AND HENNNNEPIN COUNTIES, MINNESOTA ORDINANCE NO.499 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT LAKESIDE THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section a. Intent, as follows: a. Intent The purpose of this zone is to create a PUD for a mix housing type multi -family development. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site. Except as modified by the Lakeside PUD ordinance, the development shall comply with the requirements of the R-16 High Density Residential District. Section 2. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section b. Permitted Uses, as follows: b. Permitted Uses The permitted uses in this zone shall be twin homes, townhouses, and one condominium buildings and their ancillary uses. If there is a question as to whether or not a use meets the definition, the Planning Director shall make that interpretation. The type of uses to be provided on common areas shall be low -intensity neighborhood -oriented accessory structures to meet daily needs of residents. Such uses may include a bus shelter, community building, development signage, fountain, garden, gazebo, maintenance shed, picnic shelter, pool, playground equipment or tennis courts. Section 3. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Lakeside Planned Unit Development Design Standards Section c. Setbacks, as follows: SCANNED C. Setbacks The PUD ordinance requites setbacks from roadways and exterior property lines. The following table displays those setbacks. Setback Standards Highway 212 50 feet East(Perimeter) Lot line 50 feet - townhouses; 30 feet - twin homes; Building Height of the Condominiums with a minimum of 30 feet Lyman Boulevard 30 feet West(Perimeter) Lot Line 50 feet Twin Home separation between buildings 15 feet Townhouse separation between buildings 15 feet Minimum Driveway length (to back of curb, trail or sidewalk) 25 feet Hard Surface Coverage 50 % * Wetland: Buffer and buffer setback 20 feet and 30 feet Lake Riley 75 feet #Decks, patios, porches, and stoops may project up to seven (7) feet in to the required yard. *The entire development, including the public and private streets and Outlots, may not exceed 50 percent hard coverage. Individual lots will exceed the 50 percent site coverage. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED by the Chanhassen City Council this I day of April, 2010. ATTEST: Clerk/Manager l�e.�.► 4 Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on April 22, 2010) 2 7500 West 786 Street Edina, MN 55439 (952) 947-3000 fu (952) 947-3030 Friday, February 12, 2010 Kate Aanenson Community Development Director City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN Subject: Development Review Application RE: Lakeside Dear Kate, Attached for your review are the below listed documents as part of our development review application for the above referenced project: 1) Development Review Application 2) Check for $3,240.00 3) Civil Plans dated 2-11-10 including: coversheet, preliminary plat, site & utility plan, grading plan and overstory landscaping plan (5 full size sets). 4) Landscaping foundation planting plan (5 full size sets). 5) Development Review Application 6) Architectural Design Package on CD including: Site Plan, Building Elevations, Street elevation from Lyman Blvd., Side Elevation from Lake Riley Drive. We look forward to working with you on this project, please contact me with any questions. ;Sincerelicharent k ce PRon Cction & Design g 3 ��n��Q IaW R-d'k.t nx CITY OF CHANHASSEN RECEIVED FEB 12 2010 CHANHASSEN PIA6MNG DEPT MN Builder Ucrose # 1220 w .RmClarkxotn CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Ron Clark Construction 7500 West 78th Street Edina, t4N 55439 l.ontact Mike Roebuck PhOne952-947-3022 F2X:952-947-3015 Email: mike@ronclark_com Planning Case No. I O _(A' Property Owner Name and Address: Home Federal Savings Edina, MN Contact: Kevin McShane Phone:952-848-53 1 Fax. - Email: kevin.mcshane@hfsb.com NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (lup) Nonconforming Use Permit Planned Unit Development' -7SC� Rezoning Sign Permits Sign Plan Review ---x_ Site Plan Review (SPR)• (c Ib X Subdivision- R_30 + 2rj It SO An additional fee of $3.00 per address within the public h prior to the public hearing. Temporary Sales Permit Vacation of Right-of-Way/Easements (VAC) (Addlil n l recording fees may apply) Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning finance Amendment ,K Notification Sign -6mc> (City to install and remove) x for F' Fees/Attomey Cosy' 6 JagU E ACNAR/WAP/Metes & Bounds inor SUB TOTAL FEES 3 2" L-" 5 ton, 4 a .........."' aasa wrr oe Invoiced to the applicant 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/a" X It - reduced copy for each plan sheet along with a digital coov 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. r;TY OF CHANHASSEN RECEIVED FEB 12 2010 CHANHASSEN PtACIMNG DEP' U PROJECTNAME: Lakeside Twinhomes LOCATION: Lyman Blvd. and Lake Riley Drive LEGAL DESCRIPTION AND PID: Lakeside, Outlot B b E TOTALACREAGE: 3,878 WETLANDS PRESENT: YES NO PRESENT ZONING: PUD-R REQUESTED ZONING: PUD-R PRESENT LAND USE DESIGNATION: High Density Residential REQUESTED LAND USE DESIGNATION: High Density Residential REASON FOR REQUEST: of Developer Change of product with site plan review Amendment to PUD standards Subdivision apnroval FOR SITE PLAN REVIEW. Include number of epsting 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 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 malting 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 parry 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 1 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. 2 !Z !D Date Owne Date gtylan\foems\des peLni wapplicanon.doc or Whitten associates, Inc. Lakeside PUD Amendment Ron Clark Construction and Design proposal: Home Federal received the balance of the undeveloped parcels in Lakeside from the developer last year. These three parcels were planned for condominiums for which there is not a pending development proposal. Home Federal engaged our Market Research and Planning consulting firm to study what alternatives were available under the current market conditions. Our conclusion was that the condominium market would not return to this site for a minimum of ten years, if at all. For the last six months Home Federal/Whitten Associates, Inc. proceeded to contact all interested developers and builders. Through that process Ron Clark Construction and Design presented the best plan and value to Home Federal. Their proposal is for the two front parcels of Lakeside, the remaining back parcel is continuing through a process to find the highest and best use with the goal of retaining as much density as presently guided. The Ron Clark Construction and Design proposal is for a total of 22 units constructed as twin homes. There are three distinct designs with floor plans that range from 1500 sq. ft. on one level to 2500 sq. ft. when finishing the lower level and adding a 4 season porch. All twinhomes are a maximum of 2 stories with low pitch hip roofs to soften their impact on the existing and surrounding neighborhoods, a sharp contrast to the originally proposed 4 story condominium buildings. The `prairie style' architecture is a variation of the existing clubhouse adjacent to both parcels. There are threads of design elements that run through the exterior elevations connecting the clubhouse and themselves yet each has its own distinct variation. The unique designs, styles, sizes and price points of the twinhomes are to be a compliment to the existing townhomes within Lakeside. Exterior materials are to be a combination of cement board trim and stone accents with premium vinyl siding, the roofing is to be Architectural Series asphalt. The exterior colors are to be of rich natural earth tones complimenting the colors of the existing clubhouse. The proposal submitted by Ron Clark Construction and Design presents an opportunity for the Lakeside community to continue toward completion of a quality development that can succeed in today's challenging market environment. Tim Whitten, A.I.A., NCARB Principal 4159 heatherton place, Minnetonka, mn 55345 612 747 0771 whittenassociates.com Generous, Bob From: tim whitten [tim@whittenassociates.com] Sent: Tuesday, February 23, 2010 9:00 AM To: Generous, Bob Subject: RE: Lakeside we Yes, thank you. Tim whitten, a.i.a. whitten associates, inc. 4159 heatherton place minnetonka, mn 55345 612 747 0771 From: Generous, Bob [mailto:bgenerous@ci.chanhassen.mn.us] Sent: Tuesday, February 23, 2010 8:38 AM To: tim whitten Subject: RE: Lakeside Tim: We have removed the page from our "public' documents. Do you want me to throw the original away? :e From: tim whitten[mailto:tim@whittenassociates.com] Sent: Monday, February 22, 2010 5:53 PM To: Generous, Bob Subject: Lakeside :.. Home Federal has received some questions regarding the Lakeside submission posted on your web site. It appears that the 2nd page of the Architectural component (though only meant as an illustrative reference of what is proposed compared to the existing) has lead some people to ask if amenities that were planned with the condos are now in this submission, specifically the waterfall in the Central Park? I was thinking that since this reference is clear in the engineering component that maybe it would be best to remove that page. Is this something you would be willing to do and can you remove a single page or would we have to resubmit. Thanks, Tim Tim whitten, a.i.a. whitten associates, inc. 4159 heatherton place minnetonka, mn 55345 612 747 0771 LAKESIDE FOURTH ADDITION PLAT FILE NO. E KNOW ALL MEN BY THESE PRESENTS: That R.E.C., Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, LAKESIDE, according to the recorded plat thereof, Carver County, Minnesota and Outlot E, LAKESIDE THIRD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as LAKESIDE FOURTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said R.E.C., Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 R.E.C., Inc. Ronald E. Clark as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201. by Ronald E. Clark as of R.E.C., Inc., a Minnesota corporation, on behalf of said corporation. Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE CHANHASSEN, MINNESOTA C.R. DOC. NO. This plat of LAKESIDE FOURTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this . day of , 201_,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 201, specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By , Mayor By. Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of B v. John E. Freemyer Carver County Surveyor COUNTY AUDITOR/TREASURER, Carver County, Minnesota 201. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of , 201 Laurie Engelen, County Auditor/Treasurer I hereby certify that I have surveyed and platted the property described on this plat as LAKESIDE FOURTH ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all By' monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. COUNTY RECORDER, Carver County, Minnesota John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of , 201 Notary Public, My Commission Expires County, Minnesota I hereby certify that this plat of LAKESIDE FOURTH ADDITION was filed this day of at o'clock M. as Document No. 201 Mark Lundgren, County Recorder M CITY OF RECEIVED SSEN JUL 0 9 2010 CHANHASSEN PLANNING DEPT CITY OF RECEIVED SSEN JUL 0 9 2010 CHANHASSEN PLANNING DEPT PIONEERengineering CMLMIGA L1lIDM"M L&MSMVW= LV313CAlH A!('9[IDL78 �iHK"kl � CF, �I pN �efiG. LAKESIDE FOURTH ADDITION lr . l \ . 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F v� o r, r //�\ \\ > a'• i . a r1 \ , U p 3 DRAINAGE & UnuTY �\ D N O oGq -,-n O �i , \'o $ s S `j, �` "JS 9 c�.p </ d ° O 11 >\!% \ 9 EASEMENT OVER ALL 0� �T * z x W �� O 0 6 .fro s W .° Og h0 •� > CVpO rU, OF OUTLOT A NCV r O G� 10 -C'o S• 0 4 1 < t3` r9. '• o -,�2' `� d p0 O 4� /� et /0 O 8' �� F9Py��j O GF4 q °s+SO •c� . s� o O 'L / !. 'p •� O o �o.� SF'1'y (� J <" go). y'L "o• y O `'� \ BOO?je roh 0 0 i`LOh //'S�,�6�y6 a ^ 9 �2�So �� �'': oGyF,�<nl`Q ,� J i I Ja Nv kk p452'51" 553°it'28 s° o S�5 09 \\ % D�//�G�. OO O� QOst�• 'v �0ro G� �� i .s, 5�ti D= 472.00 40.78 \ win - 6`O' \U e4��0. O �- 04 'a •• - OLF,40-21 p (i� 'S 0.. I i 1 1 S / ^ 1q O E /� Off• / 11 \ i -9��" ti.1��0, I 45.42 1 2$' 9 �� / Q �� i 42 i6 �. ° 31.00 1 1 -�2 °1 , `') \ 'L 38. °O 29.06 R=2 9" 1 1 40.78 ? O N53'11'28"W Q$ �OOO`S46°48'20"Ej=11°15'S 11 38.33 '11WE 536p0 00+ �0 S53 48. 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FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF OUTLOT B, LAKESIDE, IS ASSUMED TO HAVE A BEARING OF SOUTH 00020'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. C% u - n1 - I L - - - - - - --_ _ -- ____ - ----- \\ r' PISNEERengineving SHEET 2 OF 2 SHEETS 2 3 0 5 6 OUTLOT 5 Date 04-23-10 Designed Pic COVER SHEET Drawn ILL CITY OF CHANHASSEN RECEIVED JUL 0 1 2010 CHANHASSEN PLAUNING DEPT PRINTE APR 2 3 2011 PIONEER ENGINEERING f SCANNED RON CLARK CONSTRUCTION & DESII 75M WEST 78TH STREET FIN M k / NO t i L J 9 p—pE CY f\Y o ea -e fY o E3 f \Y Y tY o ;3 .Y Z •Y O • E3 x ^9e Q \Y p .Y A} O40 Of 0 ogoi QaY fN W .Y a J \Y n �e �33 sY ;a •Y sY + we MY n e \Y .x -:3 ' 9 I. z z 1i O • • di3s 1� �" a d � •" 1 gin• -- d Y '�f •iA 1 1�• P� 1• y neq 1{ "e Iq , I• z� 0 a s+s• // � s° 't H � °• Q"f� e � i . _ f w a II _ Ik li W Q J. h.+• ^� yM.M1 !x 1 Id'4YI'A4 l0?60170 1 IM1 J 11 CY i' d'• i I a I 1 �' � / 1 ILL LL •1vh�iP �o ��9e I LLJ _ / �r� F ba � ��_$ t4a•� • c; � 2�a ..€5 € s eu 'a o 33 tl5 €a■ 4'xa8• LAKESIDE FOURTH ADDITION KNOW ALL MEN BY THESE PRESENTS: That R.E.C., Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, LAKESIDE, according to the recorded plat thereof, Carver County, Minnesota .2. Outlot E, LAKESIDE THIRD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and platted as LAKESIDE FOURTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said R.E.C., Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 R.E.C., Inc. Ronald E. Clark as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201, by Ronald E. Clark as of R.E.C., Inc., a Minnesota corporation, on behalf of said corporation. Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County, Minnesota I hereby certify that I have surveyed and platted the property described on this plat as LAKESIDE FOURTH ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of , 201 Notary Public, My Commission Expires County, Minnesota CHANHASSEN, MINNESOTA This plat of LAKESIDE FOURTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this . day of , 201,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 201_, specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By. , Mayor By. COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this COUNTY AUDITOR/TREASURER, Carver County, Minnesota Clerk day of 8 v. John E. Freemyer Carver County Surveyor 201. I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of , 201_ COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE FOURTH ADDITION was filed this at o'clock M. as Document No. Laurie Engelen, County Auditor/Treasurer By. day of 201, Mark Lundgren, County Recorder EN CITY OF CHANHASSEN RECEIVED JUL 0 1 2010 CHANHASSEN "MNG DEFT PMNEERengineering LAMRA� LA k SHEET 1 OF 2 SHEETS LAKESIDE FOURTH ADDITION AREA SKETCH AREA SUMMARY BLOCK 1=0.6694 AC BLOCK 2=0.5136 AC BLOCK 3=0.6264 AC TOTAL LOT AREA=1.8094 AC TOTAL OUTLOT AREA=2.0688 AC TOTAL AREA=3.8782 AC CITY OF OHANHASSEti RECEIVED JUL 0 12010 CHANHASSEN PLAWNING DEa LAKESIDE FOURTH ADDITION ulj 151°3050 8j a qq s� , gI ' 7� s �. sai w �o ,->Nq'O \ L p0 1 s� wo �� 5� e9 `\\ l5 o DryQ-� �� 36 \ w \ S R=55.00 / \ 120.00 40 20 0 40 ( IN FEET ) 1 inch = 40 feet DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 19828 • DENOTES FOUND IRON MONUMENT. FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF OUTLOT B, LAKESIDE, IS ASSUMED TO HAVE A BEARING OF SOUTH 00020'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. \0,,0 ?� O°pp F A 0 A S O°i bql j 1 \ /`�� aay 40 icy 5 s r 6 O ti I 0$ o'. v N 00 F 3 a7 s>s; / 62 \ 1a y `��� Li i `�$ 2 9� 66 A/ J P gS�p p3°3a37" sr> adS�� $%6 ,y %po 4� . Sa3 r s> sa, 0 1 \`� D307 �� `so ys3 9�. A `j2j `Q• ^)• 7 F � a s �e 9 0 w O oO �� <l o S 04 a 8 S 9 s \\a \\ a=64� I on pp g0 /i p 0 Jt (j� . �. 72 55.43 >Z S tia 66 S O�� �° 37' o $O 8 oC9 0 S 89 r oO> O 4b 0 V eS AN 606 tiOSF. v 3I " \��\ 0 �S �sg9'jj J °s 3O 9 •�e� 0� S ti a° L 56 'p O CP D 8 F E 6 F < r S1 6� r O 575 OgF a '� j o S63-08'59" S00 9�� 05 O.n � �`L`L �\ J \�� ( 14.60 °10. Ai as 1�� O,P °G S7 2,\ N �° °0, ct.' So y$ti 5 a A° Fq s, r 5'5 / i N O a �� s oP�G '00 �` •� ss �°GF�F"�oF °T� 77 1 II OUTLOT A �, O OY Si °O o,F9y�9iy A J h� �0" O G �9 6 1j T\1 a�3 DRAINAGE &UTILITY \� D �OO OG�(gC�0 // �O� S `l, as 9 EASEMENT OVER ALL °' /I �/' R b N ¢ °� w ° S� W m Noo ; �6�95 4 rnrn rn F oro.gS b y5 Boa 9< F _ OF OUTLOT A �� N tit N O,QOG, - O �`(,Pf' ��` OS .N p� d��0 O�i 1o� S8 do o' o n 0,�"9S9i��J/� 9Ch" �J F` µrn 9ry i16 p,� ri '`M0 940, g 0 0 C (J r I w Div NN D�1,L0 ��/r,ti 00� % r lI 0 2� SS. ` 54.30 T 0o 7O4 ,' a�� :� - TOhc,P�C.j� , �60, i 1 ,'1�.` ' 1 S53%1'28"E 11 `� i 9C(y ry61�aH" I ' I O° r •: I ` i S53%1'28"E N53% 28"38.42 W Q.,'b O`LO,,� 45.'2 3g52 �� 1 54.30 S?00 OO> O O S46°48'20E 6•p0 `fib`° ,'I, 'S,0 'S0 R=13 35" p=09°50'27" A8. <" k 22.00 E fob.. �y, 44.68 =16%3 ; _�R=114.00 � N36°a8'32" tf /4 \\ 546048'20 E 19.58 u )� 14 OA \\ O ' 64_84 Ip=06°23'OB' I � 186.00 41.50 1� S00 �.�Oe (PWCP° 553°11'28E R3355 5�0°A$3L S53%1'28"E 47.50 \ �S7^p.�� -4t� g 98.50 .>536 47.50 N c' � 3 CP O 6, %1 28"E ° m to p Vj : S53 45.50 47.50 Ln w� N 0 5300 200r V)Ln ,, C L4 V 3 \ N 5 OctZ N m N `c 4 � Nh ^�o LA m 2 3 o "" 007LO? ¶�Y I •P r' I to 0) O� �n DRAIN ENT OVER ALL 3 o r p`L � Fp'sOF DU¶-OT C 91 I N to m o 41.50rn i tia0 I o 47.50 254.22 / 47.50 Y� IO W j N7), 47.50 d. I4s �O� w 15.01 S53%1'28"E COO f0 o rn 329.77CP kQA,) on I S53°11 28 vlo ao Lo � n nl I 1 rvl L-------------__-_�`� ------------ cc i --------- --- i ^ 1 CITE" OF CHANHASSEN RECEIVED JUL 01 2010 ' CHANHASSEN PLAIWMNO D6PT P18NEERengineering SHEET 2 OF 2 SHEETS LAKESIDE FOURTH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Ron Clarke Construction, Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, LAKESIDE, according to the recorded plat thereof, Carver County, Minnesota and Outlot E, LAKESIDE THIRD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as LAKESIDE FOURTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Ron Clarke Construction, Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 Ron Clarke Construction, Inc STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201, by of Ron Clarke Construction, Inc., a Minnesota corporation, on behalf of said corporation. Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE CoM r.&y County, Minnesota I hereby certify that I have surveyed aad platted the property described on this plat as LAKESIDE FOURTH ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of 1 201 Notary Public, County, Minnesota My Commission Expires official Copy Community Development Dept. CHANHASSEN, MINNESOTA This plat of LAKESIDE FOURTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this , day of , 201,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 201, specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By. Mayor By: COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this COUNTY AUDITOR/TREASURER, Carver County, Minnesota Clerk day of B v: John E. Freemyer Carver County Surveyor 201 I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 1 201 COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE FOURTH ADDITION was filed this day of at o'clock .M. as Document No. Laurie Engelen, County Auditor/Treasurer M 201 Carl W. Hanson Jr., County Recorder M CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLAWNING DEPT P9 PI CNEERengineering Ctvu.ENGM S LANDPLANNERS LANDSORWYORS LiNDSCAPEARCMT= SHEET 1 OF 2 SHEETS LAKESIDE FOURTH ADDITION � / C ] N6$�6 I✓✓✓�ffi I 0 w� L r 6' TtivV Lv o oo �ryo�ti p�j pOC n Ta19 OaE \ C�125'00'34" )'�55.00 120.00 / 40 20 0 40 ( IN FEET ) 1 inch = 40 feet O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 19828 FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF OUTLOT B, LAKESIDE, IS ASSUMED TO HAVE A BEARING OF SOUTH 00'20'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. 164.85_ N51'32 50 W V 0 ' -- tis,3?•s � . �0��00 e � �5°0 SCPs °o, �o �$ '51 C ]'v O° I �p� L 6 uj tJ ij w s. F y 1 S � wj• `L � . p3.3$37, >7, �p,5 B ,� OO• r P r2: 1 07 _✓ 'S gL 3 g� 3 w \ 1 00 8, S %C0yO0,$ ° %a <C cR=4g 91 9 °o OG.¢S 9 .754 9$0° 150 ' P 'D oy91 D,s, O0 17 � -- F C, .�� i A\ Tb Sl ATO,Sc�O `Q 00 5° °aE �� CID \ j o� S63'08'59" E SOO 0561 DSO �-� 50 C \ A\ jxp�'-N'O •p JP. :I wo •� ° N_ �9"�9i6/2,p,9�,v�0'0s•�oI5 Oos�T'�! `G u°oT9F455„ o 0 r.00 O(J 16 OUTLOT A�n O 0.0�1'5 !j; %DRAINAGE &UTILITY / `/O 0EASEMENT OVER ALL O•O O 9 TeO �9y° S,O �S i COF OUTLOT A OO kcnII08ti <�p(/,1>019: 2 S8 0)p?op °S19O ti�%sN� °O °°9�`SS s e n4 \ C�' O l38.428„W Q`/yo, A `Lo�''� S46'48'20"E 76.84 �� �h0 0kh� o°� 002 N53'1l'2kp op SO°DO, „ obi y 50° k� �0 /v %N36'48'32"E d ✓ \ \ �.'R0303I 59 00�,• 4„ 4.B4 ''"7568 LP L'A 10 88.50''1So00S53'11'28E 33.5557 cfl� 9B.50 50° S53'112E u 0 ti00. N 43.0n, w Co O W 01 553'tt'28"E 45.50 a5.50 y� 2 °oo• 6 '2 N �//�0� o P 53.00 Z o. i 'tee '-�0 rn C F 3 N 5 �2s I Nrli0 3cll��pUT1-�� TI 0 2 `o ° 38 I V� OR AG 1 OVER ALl I J rn b' k N T G 11 N o o 0 76.87 �� �$�L OFSDUAL O rn 0 0 I o 71.34 i 45.50 254.22 I N>>• 45.50 ✓ Ott ¢s �0).� 15.Ot S53'11'28 E O 6, 329.77 000� °;� Co 0 °`�co P S53'11 28 E 4ioh L \ _ 14r\ I U r A / ------ --- ---- --------_- OD ��- _----------- -- K PI CNEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 2 SHEETS LAKESIDE FOURTH ADDITION AREA SKETCH BLOCK 1=0.6694 AC BLOCK 2=0.5136 AC BLOCK 3=0.7229 AC TOTAL LOT AREA=1.9059 AC TOTAL OUTLOT AREA=1.9722 AC TOTAL AREA=3.8781 AC LAKESIDE FOURTH ADDITION KNOW ALL MEN BY THESE PRESENTS: That Ron Clarke Construction, Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot B, LAKESIDE, according to the recorded plat thereof, Carver County, Minnesota and Outlot E, LAKESIDE THIRD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and platted as LAKESIDE FOURTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Ron Clarke Construction, Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 Ron Clarke Construction, Inc as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201 by of Ron Clarke Construction, Inc., a Minnesota corporation, on behalf of said corporation. as Notary Public, County, Minnesota My Commission Expires SURVEYOR'S CERTIFICATE I hereby certify that I have surveyed and platted the property described on this plat as LAKESIDE FOURTH ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. John C. Larson, Registered Land Surveyor Minnesota License No. 19828 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by John C. Larson, Minnesota License No. 19828, was acknowledged before me this day of . 201 Notary Public, My Commission Expires County, Minnesota CHANHASSEN, MINNESOTA This plat of LAKESIDE FOURTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of . 201,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 201 specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA 8y. Mayor 8y. COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this COUNTY AUDITOR/TREASURER, Carver County, Minnesota Clerk day of B v: John E. Freemyer Carver County Surveyor 201 I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 201 COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE FOURTH ADDITION was filed this day of at o'clock M. as Document No. Laurie Engelen, County Auditor/Treasurer to 201, Carl W. Hanson Jr., County Recorder X CITY OF CHANHASSEN RECEIVED APR 2 6 2010 CHANHASSEN PLOCNING DEFT PIONEEReng'ineering CVI ENC,N -RS LANDPLANNERS LANDSDR YDRS LANDSCAPE .ARCIIl]T;C1S SHEET 1 OF 2 SHEETS LAKESIDE FOURTH ADDITION \ U tj / C ] N69 g0 a, 20� </ i \>>i0• sue. 1 c^ �m '� 3� h 5 O W 0 a tit v/ \ '4� 125.00'34" R-55.00 120.00 / 40 20 0 40 ( IN FEET ) I inch = 40 feet DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 19828 FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF OUTLOT B, LAKESIDE, IS ASSUMED TO HAVE A BEARING OF SOUTH 00.20'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. < \ \ !.. C� 164.�85 - N51'3250 W F- L' \Ld N, ti5�ry o\ C] 160s 1 o t °ob. >p �> Ste, 5210 p33a37„ u> NNpS �10 Spo 0. a =64'S 8> <( 9 W �J 4427,OO 07 895.0ap QQ°., '0n 3a O\ Qo 8; T pF20� 662'\RyA`?7rncS:O Ov "As 0 > S �V/ �. E. �.,� ICID -)3 63'O8'59 So5o TPC� •(F` �'� 14.60 ?o A> Np 1,y OT 5'55" �, ,I 5� 2�j\\ NNQ� \V oo� so so Kati 5 9' Aos o�osy� OGTOT F.00 // I /; N• o s F q o i \ / \ c9 OI 'o s 12 F 9& C F oG/F °F 16 I/ \ I d OUTLOT A s > 02 O 9s� �9 %% rl u> % k5� �4( 9 DRAINAGE &UTILITY \ P Z O 00 F F O 70 O� 'S �; `92 EASEMENT OVER ALL \ p N o, T.'�'T �. %` .) w \ 0 c�� �,,� 6 76+ 9S N OF OUTLOT A \ pLGT %O OO 8 \\ ly �c0`P_ n. F �y�G O f p QiTO . \U' OS �, ^j^�10 �0022 Sg S L1 O 0 v o�9s ti v F �rn,v 5ti ,° ti o0 0 0 94 OO 0 11 • O O S \ T tiT � rs e eti e 1ti ao No oz °06� �° S 31 rn \\ o GC1 L qA 5 �G Os \\ . _ o �P�<iT� 5�� %I oN o 90 I S46'48'20" E 76.84 ,' i �� �0 ° O O 02 \ 7 N N531128'W Q 0 %1'O °. i O O So O , 3 , D %N3fi 48'32"E 1� F/1ry1�0 c�o�k� °20 O L `\ �� 06'23'08' 1 S46'48'20"E 75.68 00, %�'7s Q04„ ry�Or CP, 553.11'28"E 64.84 I�R_301.00 88.50 5�59W <^ R .> \ %,5 ^• O �O J t0 33.55 500 S53'11'28"E N63 4g 1, O N <; \ 7 �OO•.'� ,$ S,E 98.50 �. 4300 C °20 V n w (0-0 �' S53'11 2 45.50 45.50 2 oo� p 53.0 0 Jo 0 Z A P: \ cg pw cg W wai 5 2� 3 mw N m� 4 3 s CNN T C I N 11 11� m 2 0 ID ° 7358 �--A'` N� OORv AG oOVERLIPILL I W f l 1J o 0 0 ' c�N p`L EFSOUTLOT 0 II o .0 0 76.87 O �'1� ,yg. 1 0 0 I 0 71.34 254.22 i 45.50 \\ ' O W I � N 6>"p>, 15.01 45.50 S53.11'2E'E O N 329.77 (�r0 PO� o rn 11,28,.E o<Qj AD ;n S53' /a,a 00 n 1v — — L- — _ — — — ____ 1 — — --_ — ------- — L- PI2NEERengineering CIVILENGINE.ERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 2 SHEETS LAKESIDE FOURTH ADDITION AREA SKETCH AREA SUMMARY BLOCK 1=0.6694 AC BLOCK 2=0.5136 AC BLOCK 3=0.7229 AC TOTAL LOT AREA=1.9059 AC TOTAL OUTLOT AREA=1.9722 AC TOTAL AREA=3.8781 AC 8 Boulevard Trees Symbol Quantity Code Name Scientific Name Common Name Planting Size Q 4 NM Acer rubrum 'Northwood' Northwoods Maple 2' B&B ® 5 SM Acer x freemanii 'Sienna' Sienna Maple 2' B&B (� 5 CH Celtis occidentalis Common Hackberry 2' B&B 0 8 IH Gleditsia triancathos insermis 'Imperial' Imperial Honeylocust 2' B&B Ilvprstory Trees Symbol Quantity Code Name Scientific Name Common Name Planting Size 0 2 ISM Acer saccharum 'Majesty Sugar' Majesty Sugar Maple 2' B&B 0 6 XT Existing Tree - Lyman Boulevard Existing Tree Existing O 2 SKH Gleditsia triancathos insermis 'Skyline' Skyline Honeylocust 2' B&B 0 3 NP❑ Quercus ellipsoidalis Northern Pin Oak 2' B&B Understory Trees Symbot Quantity Code Name Scientific Name Common Name Planting Size 0 2 ABC Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Clump 1.5' B&B O4 ABC Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Clump Existing 8 SSC Malus x 'Spring Snow' Spring Snow Crabapple 1.5" B&B 8 BHS Picea glauca densata Black Hills Spruce 6' B&B Shrubs - Additional Symbol Quantity Code Name Scientific Name Common Name Planting Size 15 TA Thu ja occidentalis 'Upright Techny' Techny Arborvitae Existing - Transplanted xSee additional sheet for foundation plant list , v.% / Cam. \\ \ ` \\ ' ���% J,v:„f ✓ 11 \ v' \ UtIll 5.1 r l< 0",- v v Ed M i� N V 0 0 c7 K) O a < LO O ti w � �o w so cl1 00< co n-5wz ? �Z� W O J � rU �./ Z O Z U) O W Q � LV OLL z Z Z C C� z W a �D N m LJ_ [ID w O U) Q o Z /Z m `i W 0 0 0 o 0 EC) o rn � i'N o I -2o °,-o 0 C O N V ocn'c o o aE Q) o ° m o,1E - �_ o o o t � � V � Z Z L 1_ 4 O ti OLL F= M Z p Z) Lo V Q Z Z W i- 0 Of O 0 U WQ� 0 - J Z Z J WUWQ W <0 J Of lur 1 1, JFJC LIT ILu l,lUr 15 Planting Key Per Unit - 30' Wide Twin Home Symbol Quantity Code Name Scientific Name Common Name Planting Size Q 1 AMC Aronla melanocarpa 'Autumn Magic' Autumn Magic Chokeberry #5 Container 1 BH Dlervllla lonlcera Dwarf Bush Honeysuckle #5 Container Go 3 BD Hemerocallis 'Baja' Baja Dayllly #1 Container 0y 3 SBE Rudbeckla subtomentosa Black Eyed Susan #1 Container 7 3 PES Sedum 'Purple Emperor' Purple Emperor Sedum #1 Container ® 3 MCS Splrea japonica 'Magic Carpet' Magic Carpet Splrea 05 Container 0 1 TGA Thuja occldentalls 'Techny' Techny Globe Arbortvltae #5 Container Plantinq Key Per Unit - 32' Wide Twin Home - Front Entry Symbol Quantity Code Name Scientific Name Common Name Planting Size 6 FRG Calamagrostls acutifolla 'Karl Forester' Karl Foerster Feather Reed Grass #1 Container • 2 HD Cornus racenosa 'Hurzam' Huron Dogwood #5 Contalner 3 BH ➢lervilla lonlcera Dwarf Bush Honeysuckle #5 Contalner 1 DWE Euonymus alatus 'Compactus' Dwarf Winged Euonymus #5 Contalner 3 BD Hemerocallis 'Baja' Baja Dayllly #1 Contalner 3 WLN Nepetn x faasenll 'Walker's Low' Walker's Low Nepeta #1 Contalner ® 3 MCS Splrea japonica 'Magic Carpet' Magic Carpet Splrea #5 Contalner ® 1 TY Taxus x media 'Tauntonli' Taunton Yew #5 Container d 1 TGA Thuja occldentalls 'Techny' Techny Globe Arbortvltae #5 Contalner Plantinq Key Per Unit - 32' Wide Twin Home - Side Entry Symbol Quantity Code Name Scientific Name Common Nome Planting Size Q 2 AMC Aronla melanocarpe 'Autumn Magic' Autumn Magic Chokeberry #5 Contalner 5 FRG Calamagrostls acutifolla 'Karl Forester' Karl Foerster Feather Reed Grass #1 Contalner 2 HD Cornus racemosa 'Hurzam' Huron Dogwood #5 Contalner C 3 BH Dlervllla lonlcera Dwarf Bush Honeysuckle #5 Contalner 40 3 BD Hemerocallls 'Baja' Baja Dayllly #1 Contalner 3 SBE Rudbeckia subtomentoso Black Eyed Susan #1 Contalner 3 PES Sedum 'Purple Emperor' Purple Emperor Sedum #1 Contalner 6 MCS Splrea japonica 'Magic Carpet' Magic Carpet Splrea #5 Contalner ® 1 TY Taxus x nedia 'Tauntonll' Taunton Yew #5 Contalner 0 2 TGA Thuja occldentalls 'Techny' Techny Globe Arbortvltae #5 Contalner Planting Key Per Unit - 36' Wide Twin Home Symbol Quantity Code Name Scientific Name Common Name Planting Size 2 FA Astllbe x arends" 'Fanal' Faral Astllbe #1 Contalner 0 2 HD Cornus racemosa 'Hurzam' Huron Dogwood #5 Contalner Q 3 BH Dervilla lonlcera Dwarf Bush Honeysuckle #5 Container w • al wDWE w Euonymus alatus 'Compactus' ■Dwarf Winged Euonymus w#5 Container 6 APM Hosta 'Allen P. McConnel' Allen P. McConnell Hosta #1 Contalner 3 MCS Splrea japonlca 'Magic Carpet' Magic Carpet Spires #5 Container ® 3 TY Taxus x media 'Tauntonll' Taunton Yew #5 Contalner Q 2 TGA Thuja occldentalls 'Techny' Techny Globe Arbortvltae #5 Contalner w(1) Per bullding, NOT (1) per unit Iviutcn/ Kock Sped Ica-tions All planting beds to be mulched with 1 112" washed river rock 32' WIDE TWINS LEFT BUILDING 36' ALL WIDE rwlNs BUILDINGS Jif W IJJE I WIN > MID, BUILDING JU W IJJL I W IINJ _too - -� GG y PORCH C PORCH ABOVE ABOVE SIDE ENTRY ISIDE ENTRY `01II&I £ GARAGE tk 10 1 ll,,,,� 1\\\PIl/ii_ GARAGE y \\MIiU, �iiinlo`o 32' WIDE TWINS RIGHT BUILDING V ) Z 0 . Z W 'ALr' 0 LL Z 0 Z Q 0 W arn o LUm m U� W 1- -jUo U) a o � � o W W W Q 0 � � o� In I 0 o N EU I �o I j N O I i \ o m mo U I I (A >v I I v (A 0 c o I 0)N m O (n 0 I O os U m C D p N O 3 Q' a N o r pl U U L t L) + H 3 W Q0 O 0. F- LL UZ (D to U Z ') vJ Z W 0 LU Z0� CL U WQQ cn U U JYZ J ry , J l 'l J / 4 \ ¢ u/ j / , \ Z i ifl _ s w 864 \66� j i I• r A ! Ax ,A ` Boulevard Trees Symbol Quantity Code Name Scientific Name Common Name Planting Slze 0 4 NM Acer rubrum 'Northwood' Northwoods Maple 2' B&B ' ® 5 SM Acer x freemanii 'Sienna' Sienna Maple 2' B&B 0 5 CH Celtis occidentalis Common Hackberry 2' B&B 0 8 IH Gleditsia triancathos insermis 'Imperial' Imperial Honeylocust 2' B&B -." Symbol _�. , .. Quantity - - - Code Name Scientific Name Common Name Planting Size 0 2 6 MSM XT Acer saccharum 'Majesty Sugar' Existing Tree - Lyman Boulevard Majesty Existing Sugar Maple Tree 2' B&B Existing Q 2 SKH Gleditsia triancathos insermis 'Skyline' Skyline Honeylocust 2' B&B O 3 NP❑ Quercus eltipsoidalis Northern Pin Gak 2' B&B �I Symbol 1-1 y Quantity •. - - — Code Name Scientific Name Common Name Planting Size 0 2 ABC Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Clump 1.5' B&B O4 ABC Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Clump Existing { 8 SSC Malus x 'Spring Snow' Spring Snow Crabapple 1,5' B&B 8 BHS Picea glauca densata Black Hills Spruce 6' B&B Shrubs - Additional Z 0 Z. 0> G 0 L z Z E) — V Z � O � w m d N m L f_ (n LU v V W W W Q O .� EU O ° i ° °tea c O N N O (n .` o O N o 0� a U T m Q) N 010 o,sc� c o D O o o 0 o N 0_ N o — N U U of Z Z LL p U LO 1 U) 2U� w o W Z ly_O LU LU m aW a uW a ¢ Q a 0LL F x {.L _ z a U W Q \ 0JZ Q WZ0 W LEGEND EXISTING PROPOSED s� D4 N D _ I ► O • < O • D O �02 0a--- NWL=997.0 84.3 — x — ::....... ,w ALL ................ DESCRIPTION HYDRANT(S) GATE VALVE(S) REDUCER(S) EXISTING WATERMAIN PROPOSED WATERMAIN FUTURE WATERMAIN SANITARY MANHOLE(S) EXISTING SANITARY SEWER PROPOSED SANITARY SEWER FUTURE SANITARY SEWER CATCH BASIN MANHOLE FLARED END BEEHIVE EXISTING STORM SEWER PROPOSED STORM SEWER FUTURE STORM SEWER EXISTING 2' CONTOUR LINE EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE POND OUTLET LINE POND HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DELINEATED WETLAND LINE PROPOSED/EX. RET WALLS EROSION CONTROL FENCE EASEMENT LINE GRAVEL SURFACE BITUMINOUS SURFACE CONCRETE SURFACE EX. SERVICE sv EX. LAWN SPRINKLER VALVE S" EX. LAWN SPRINKLER HEAD WELL EX. WATER WELL EX. CULVERT EX. TREE LINE EX. MAJOR TREE oh oh EX. OVERHEAD UTILITY LINES tv tv -- EX. UNDERGROUND TELEVISION —tel tel EX. UNDERGROUND TELEPHONE -- fo fo EX. FIBER OPTIC LINE ue ue— EX. ELECTRIC LINE 9 9 EX. UNDERGROUND GAS - X - EX. FENCE LINE ■ EX. ELECTRIC BOX o EX. ELECTRIC BOX .;.MO. WELEX. MONITORING WELL ❑� EX. TELEPHONE BOX FO EX. TELEVISION BOX t EX. UTILITY POLE EX. LIGHT POLE Q EX. TEST HOLE ® EX. MAILBOX -a- EX. SIGN ROADWAY BITUMINOUS PATH IMPROVEMENTS /-CURB LINE CONCRETE WALK RIGHT-OF-WAY LINE SETBACK LINE The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a passible use of the properties, and are subject to change, no representation or warranty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of any kind or character, expressed or implied, with respect to the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to the recorded final plat. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or land use changes for any part(s) of the properties. The developer reserves the right to change the plans without further notice. Subject to City and all Government approvals. PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHI'r5Crs (651)681-1914 T71ha 2422 Enterprise Drive me Mendota Heights, MN 55120 Fax: 681-9488 am . g www.pioneereng.com „.", LAKESIDE 4TH ADDITION GRADING, UTILITY &STREET CONSTRUCTION PLANS CHANHASSEN, MINNESOTA Z SHEET INDEX 1. COVER SHEET 2. SANITARY & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS G 1. GRADING & EROSION CONTROL S 1. SITE PLAN PRINTF! APR 2 3 [u16� ENGINEERINPIONEEG, P.F., 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 LOCATION MAP 109209-CVR.DWG © 2010 Pioneer Engineering LPKE Rl. n-Y 6"-22Y2 BEND o MH-6 L wM 6"-45' BEND 1 2 6"-22Y2 BEND 3 � S=0+0 4 - OUTLOT A IN 80.5 S= 0+60 5 CS= 88.5 S= 0+14 INV= 84.0 INV= 80.5 S= 0+88 6 MH-7 CS= 88.5 CS= 92.OINV= 84.0 S= 0+47 6"-22Y2 BEND CS= 92.0 INV= 86.8 " 6" GV CS= 93.8 S= 0+7 % - INV=86.8 r CONNECT TO EXISTING WATERMAIN CS= 93.8 8 �, - W/8"X6" WET TAP CONTRACTOR TO FIELD VERIFY S= 0+44 LOCATION & ELEVATION. INV=89.0 REMOVE & REPLACE EXISTING CS= 96.0 S= 0+71 �-BITUMINOUS, CURB & SIDEWALK. INV= 89.0 !. CS= 96.0 9 S=1+14 INV=89.0 S=1+1 / CS= 96.OIN V= 91. CS= sa.o PI$NEERengineei ing CONNECT TO EXISTING SANITARY SEWER. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. ELEV=891.72 HYDRANT 6"x6"TEE W/6"GV 10'-6"PVC GND. ELEV.=903.6 CONNECT TO EXISTING WATERMAI W/6" GV. & 6" 45' BEND CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. /\ A CONNECT TO EXISTING WATERMAIN / W/6" GV. / CONTRACTOR TO FIELD VERIFY / FA rI / Lv / J ��� LOCATION & ELEVATION. 1 > S=1+50 INV=01.6 2 CS=12.1 S=1+53 i INV=01.1 i CS=12.1 3 i 6"x6"TEE S= 0+21 6"-22Y' BEND INV= 01.5 4 CS=12.1 S= 0+76 INV=01.9 CS=12.1 S= 0+31 INV= 96.0 CS= 07.0 S= 0+08 2 INV= 96.0 CS= 07.0 �(2) 6"-45' BEND S= 0+37 3 INV=98.3 CS= 09.3 S= 0+83 4 INV= 98.3 CS= 09.3 I � S=1 +20 5 INV= 01.0 CS=12.0 6 S= 0+40 INV= 01.2 CS=12.0 MH-3 OUTLO HYDRANT 0 25 50 100 W/6"GV GND. ELEV.=911.4 K GRAPHIC SCALE IN FEET r 6"-22Y2' BEND BENCHMARK 3 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF 5 6 LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE S=1+07 RILEY ROAD AND LYMAN BOULEVARD. INV=02.0 S=1+30 ELEVATION=886.79 CS=12.5 INV= 02.3 CS=12.5 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 109209-311.DWG CIVR.ENGESEERS LANDPLANNERS LANDSURVEYM LANDSCAPEARCHITECTS 2422 Enterprise Drive ( Fax: 681-1914 ax:681-9488 Mendota Heights, MN 55120 www.pioneereng.com © 2010 Pioneer Engineering CONNECT TO EX. STORM I � CONTRACTOR TO VERIFY ' I X—CBMH-106 LOCATION & ELEVATION. CONTRACTOR TO r CONSTRUCT EX—CBMH TO — PROPOSED GRADES. i 25' — 4" PERFORATED PVC DRAINTILE (TYP.) 1 2 CONNECT TO EX. STORM CONTRACTOR TO VERIFY LOCATION & ELEVATION. ; + ---- r Q _- LLJ 3 �� 2 I CB-203 0 25 50 100 / GRAPHIC SCALE IN FEET 0 OUTLOT BENCHMARK STRUCTURE TABLE \ i / TOP NUT HYDRANT (TNH) ON NORTH SIDE OF 2+0 2 e QC / LYMAN BOULEVARD LYING ±180 FEET STRUCTURE STRUCTURE CANEENAHSTING OR \ \ \ 3 SOUTHEASTERLY OF THE INTERSECTION OF LAKE NAME SIZE EQUAL ;,' o RILEY ROAD AND LYMAN BOULEVARD. \ -/4 ELEVATION=886.79 CB-201 36"X24" R-3067V TOP NUT HYDRANT (TNH) ON NORTH SIDE OF CBMH-202 48" DIA. R-2573 LYMAN BOULEVARD LYING ±490 FEET CB-203 27" DIA. R-2573 SOUTHEASTERLY OF THE INTERSECTION OF LAKE �„ � � �rJ i--- J 6 I I RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PIONEERengineering 109209-321.DWG CIVR.ENGEVEE.RS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHrrEC Fs 1914 2422 Enterprise Drive (6ax:51) 681-9488 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com © 2010 Pioneer Engineering 6 7 8 \4' 5 SURMO NTABLE C RB & GU R 1 \ 903.t9 CH EX TYPICAL SECTION 4 892.65 CI 93.26 #5 9 \� PRIVATE ROAD 3 _ -- 892.15 � 893.87 OUTLOT A\,, 904.84 891.33 i - 893.67 904.98, 893.65 2 9.83 893.51 RI�EY _TRAILv so4.57 - _ \ �s 24' OR zo' 885.28 888. i LPG \ \ r';- 909. 4" TOPSOIL & 885.06 667.39 / ' J ) / 893.60 \ yr^ t\ 90 SEED (TYP) DRIVEWAY / 1' TYP. 883.20 1 \ 2.759 z� �s� \ / / 895 00 20 ; 9 SURMOUNTABLE \ , CONCRETE CURB & GUTTER MNDOT B612 CONCRETE CURB.- & GUTTER PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B C J BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW350308 _ 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 32) CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 64'59'21" 40.68 35.87 22.85 C2 36'50'19" 35.28 54.88 18.28 C3 6'23'08" 34.77 312.00 17.40 C4 43-31'40" 17.47 23.00 9.18 KEY: 08.15 = TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB 08.32 = TOP OF CURB ELEVATION FOR B612 CURB = SURMOUNTABLE CURB & GUTTER = B612 CURB & GUTTER RILEY RIDGE MATCH EX. 1 X 2 2 /, SURMOUNTABLE CURB & GUTTER 3 CITY PLATE #5203 B612 CURB & GUTTER 4 CITY PLATE #5203 1 2 \ � 3 RILEY RIDGE Es 2 5 3 K2L2.24 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 ..................................................................................................................................................................................................................................................................................................... . ...... ..I... .... . . ......:.. . .. ............... ........ ....................................................................................................................................................................................................................................................................................................................... . . ................ .... ..... N .......................................................................................... - .......... 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L J .: ...... w. ............... .. .. .... .. ... . .............................................. 0+00 0+50 1+00 1+50 2+002+19 0+00 0+50 1+00 1+50 2+00 2+26 PI8NEERenginee7ing 109209-331.DWG CNR.ENGWEERS LANDP NERS LANDSURVEYORS LANDSCAP ARCHTECTS 2422 Enterprise Drive (651) 681-1914 Fax: 681-9498 Mendota Heights, MN 55120 www.pioneereng.com © 2008 Pioneer Engineering 0 0 N c `o 5' arse $ Not to Scale 3 ; c N (HYD) R/W t R/W 0 MH Gate calve location projection of All ZZon property line. R/W R/W NOTE: All dead ends to be extended a minimum of one pipe length beyond NOTE: gate veive and closed Water main to be on with plug tied back to north and west aide tee. of center line unless hydrants pose conflict with proposed sidewalk. CIfIOF TYPICAL INTERSECTION REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 1001 LE NAME: a: NC SPECS 1001 Note: CONDUCTIVITY STRAPS TO BE PLACED AROUND MEGALUD BOLTS AND WODED TO WATER MAIN. HYDRANT LEADS NOTES 1. M TO BE USED AT ALL MECHANICAL JOINTS 2.a PLACE CONCRETE BLOCK UNDER ALL CATS VALVES �����7��,�,j��j��■■� AND HYDRANTS 3. THRUST fill AT ALL LEES. BENDS, AND AT CERTAIN HYDRANTS ��V■ 4. ALL FITTINGS, NUTS AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TM COAT SUPPUm BY THE MANUFACTURER. SLEEVES 5, BLOCKING AGAINST UNDISTURBED SOILS. r f OF TYPICAL MEGALUG LOCATION REVISED: 3-oa DEPARTMENT PLATEENGINEERING 1009 FlLE NAME: G: NO SPECS 1009 "I/I BARRIER" INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL FRAME AND COVER RINGS I 27" `MASTIC SEAL BETWEEN A FRAME AND STRUCTURE a SHIELD EXTERNAL SEALS AT B A7 BARREL AND CONE SECTION JOINTS ON SANITARY APPDCATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NDI REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CIfIOF I & BARRIER REVISED: 1-10 PLATE NO.: ENGINEERING DEPARTMENT 2109 FILE NAME: G: ENG SPECS 21 p9 P18NEERengineering NOTES: 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45. 3. Dimension A1,A2,A3 should be as large as possible without Interfering with MJ bolts. 4. 9 = 45' Minimum. 5. Place polyethylene between concrete & pipe. B. All bends & fittings shall be restrained with Megdugs thrust restraints or equal e - See nP PLAN 90' BENDS CONCRETE SHAI IN CONTACT WT THIS QUADRANT OF PIPE BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' SEND/TEE SIZE B D7 B D2 83 03 fi" V-5" V-5" V-5" V-5" 2'-1" V-8" e" l'-5" V-5" 2'-1' V-6" 2'-8• 2'-0" 12" V-10" V-10" 3'-S' 2'-0" 4'-9" 2'-6" 16" S-O" V-0" S-10" S-O" 6'-2" S-6" 20" S-6" 2'-B" 5'-6' S-e 8'-4" 4'-0" 24' 4'-4" S-0" W-10" S-10 9'-B" 5'-0" 30" 91 W-0" 17'-0 6'-0" e - See note rt4o VNING PLAN 45' BENDS e _ Sw SECTION A -A PLAN 22 1/2' BENDS UTIOF CONCRETE reu9mDi� THRUST �D9l1D�L1 BLOCKING REVISED: 2-08 PUTE NO.: ENGINEERING DEPARTMENT 1002 FILE NAMEG: C SPECS 1002 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.0' COVER 7.5' COVER 8.0' COVER PIPE SIZE 22.5 45 90 DEAD END 22.5 45 90 DEAD END 22.5 45 90 DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20 1 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 70 27 50 117 10 20 48 113 9 19 46 109 36" 12 24 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 1159 13 27 65 153 12 26 62 148 48" 15 31 75 1179114 130 172 1173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", AS PUSUSHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LAYING CONDITIONS ARE ENCOUNTERED. �C�Ipf�I�O�F RESTRAINED PIPE tilen➢Elalon REQUIREMENT FOR DIP REVISED:2-oe ENGINEERING DEPARTMENT PUTS NI FILE WVAE:G: NG SPECS t011 1G11 IF25"-.5" 1.5" BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE OR APPROVED EQUAL HDPE OR PRECAST CONCRETE ADJUSTING RINCS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EWAL S.THICK CONCRETE I&I BARRIER 27" COLLAR SEE DEATAIL 2109 NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAI II R-1642 OR MCI�1 309 ANO SHALL INCL E SELF SEALING VARIES 1). DOS STAMPED SANITARY SEVER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND 'r.:' MAX. (3-4 ) ADJ. RINGS HOPE OR (1-2" RING WITH f PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS Idd BARRIER 27" 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL CROW MANHOLE CASTING AND ADJUSTING DETAIL 0:1-10 FILE NAME:G G ENGINEERING DEPARTMENT PUTE No.. 2110 FILE SPECS 110 No 1" CORPORATION STOP 0D z 0 LL( AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. 1q Op BLEED AIR A E of BLEED DETAIL REVISED: 2-0e ENGINEERING DEPARTMEM P1'tTh No.: FILE WVAE,Q NC SPECS 1003 1003 CL PL VARIABLE FENCE 9. POSTS m i WYE PLUGGED EN N1/8 BEND 5" PVC SDR-26 PIPE MIN. SLOPE 1/4" PER FOOT m w J 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAII-11 SERVICES TO BE USED IN CONJUNCTION NTH PLASTIC PIPED MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REWIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). CIPIOF TYPICAL SANITARY SEWER SERVICE 0 amm REVISED: O-09 PUTE NO.: ENGINEERING DEPARTMENT 2001 FILE NAME:G NO SPECS Cm Use MNDOT 3149.2A- Granular Borrow V RI Use MNDOT 3149.2H _ Course Filter Agq. (Pipe Foundation : Material if Required) The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Pipe Dia. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CM OF PIPE BEDDING amm IN POOR SOILS RensEo: z-10 ENGINEERING DEPARTMENT PUTS NO.: FILENAMEG ENC SPECS T2m Z201 p¢ b 1" w g w W ¢ $ g 0_ w w <a >� 1n �iV z 0 Z m rc D_ O o < � 0 r\ - �� i < rc 'Nlw ,L n � s, a cam u ¢o o > 1 io ¢� 14 iV < = '< T FO Ras 14a ga <c wti 3 W s N Q C 6UK�j a z N in h u R \ e ¢J U Q¢ XVW .9'L -2m,< U 7 In E = vl ti kip<3J< N e 2 In D W ¢ c mFz i�On a Q ��� caw'�p�O9,�mw o¢NW t zok'c1 ¢a m< 350M,-<R � 01 n �mX0 go w�rgs ak' c, 6 o z00 6�Rz >'9 Oc:S K'. uawiF ozrnw.- z�^< C 'nOBW m1'OF Z.\O} N0 m y�� yp<'rk' YJ<�ei>_ 3. m2¢� OVF00 , rip -<a x-4342¢SS LI <IWP ml'li yia9i<Qx�� Q<¢ x iri ivi ai My<a xin Teo in 0- CPPIOF TYPICAL HYDRANT ��MlletwGn INSTALLATION RensEo.3-oe ENGINEERING DEPARTMENT ' Ncl 1004 FILE NYIE:G ENC PECS 1C04 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier an all sanitary sewer manhole(ses plate 2109) Manhole steps shall be Neenah R-1981J, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "O"ring rubber gaskets. Inf-shield external Seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out Flush with Inside face of wall. �Kor-n-seal required. Precast Inverts Must be 1/2 of SECTION VIEW Sipe Diameter and Benches Sloped 2" Toward the Invert Minimum thickness of precast base is 6" far 14' deep or less, and increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) shall be Installed next to the manhole. MOP STANDARD MANHOLE REVISED: 4-09 PIAIE NO.: ENGINEERING DEPARTMENT 2101 FILE NPME: C: ENG SPECS 21C1 Compacted Normal Fill Material.Compacted to 95% of the Standard Proctor Density 'I I Ir m 11- .' �) Varies IIII- � -� III I III-III-I-1 1- Shaped Natural Ground to pipe NOTES. 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CffIOF PIPE BEDDING IN GOOD SOILS RCP & DIP REVISED.1-to ENGINEERING DEPARTMENT PLATE �' 2202 FILE WAIEG ENG SPECS 02 Street PL Variable 9' 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1 4" standpipe and stationary rod z Water Service 1"X1" Corporation Cock 1" Type "K" Capper Concrete Block Support Water Main NOTES: 1. Do not plug end of curt atop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smaller mains. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. CIFIOF TYPICAL t p'yp'�1pp WATER SERVICE REVISED: 3-09 PIAIE NO.: ENGINEERING DEPARTMENT LOOS FILE NAME:G C ECS 1005 EcceI aide I II of manhole // i 4 - 1" MO. holes in--7 manhole frame evenly spaced PLAN VIEW TOP COVER REMOVED n amn Or Er 27 0 1 i Ramnek Or Equal LN s .. r. Washer 1/8" t 2"o.d.,3/4"Ld. 2 req./ bolt 5/8" galvanized bolt Threaded insert to accept a 3/4"� bolt 4 required Manhole cone reinforcing 4 I► - TIE DOWN DETAIL Neenah R-1755G frame and cover or equal with 2 concealed pick holes Manhole Steps, Neenah R1981J or equal, 16"o.c. Aluminum steps approved. 48" 4 Ring gasket ECCENTRIC WATERTIGHT MANHOLE CffIOF WATERTIGHT 1� MANHOLE REYISED. z-oe ENGINEERING DEPARTMENT PUTh No.. FILE NNUE: G G 5PEC8 108 21 Q5 Compact Backfill + + t + + + + + + + + + + + ++ * + + 12" + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + + + + + + 5 G+ + + + Material 6. + + + Foundation - If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.211 course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. �9��ffOOF PIPE BEDDING NOWFOR P.V.C. PIPE REVISEo: z-10 ENGINEERING DEPARTMENT PurE No.: FILE NVJE:G: NG SPECS 22GT 2203 DROP LID 7.5' Minimum cows required wraft Tyler No. 6860 over top of water main. NQoOF Mueller No. H-10361 g Bibby -Ste -Croix No. 8-5180 Provide Valve Stem Risers VTo Within 6" Of The Surf.. If The Distance From The Top Nut Of The Valve To The Surface Is Greater Than 8'. Grade TOP Tyler No. 6060 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 2e Mueller No. 58 14" No. 59 20" Bbby-Ste-Croix V9520 No. 57 9" VB521 No. 58 14" V8522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" 60" Valve and BOX to be /I1��1-/ plastic wrapped per` ILv--1 aecF section 2.03a \l Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix 8-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base - Gate Valve Adapter: 1/4" Steel With Protective Coating, 1/2" Rubber Gasket Installed Between The Gate Valve And Gate Val. Adapter. Mueller or American Flow Control Resiliont Wedge Valve L Conforming t AWWA Nth All 8 t Standards Ste All Stainless Bol Steel Nuts & Bolts. 18"X18"X8" Concrete Block 71OF TYPICAL GATE VALVE AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT PUTE ea. l OO6 FILE NAuE:G: NG SPECS lope ONE EXTRA BAR IN BOTTOM A A 27" TWO EXTRA BAR IN BOTTOM PLAN OF COVER i COVER DIA. K MANHOLE DIA. SECTION A -A 65* 0 CIfIOF MANHOLE TOP SLAB REVISED:1-10 ENGINEERING DEPARTMENT �'TE no.. FILE NAME:C: NG SPECS 1, Z1 OH COVER RE UIRMENTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP BARS 1140 S. 6 NO. SQ 6 54" 2000 LEIS. 8" 6" N0. 50 6 60 72" 2525 LEIS. 8 7 N0. 50 4 NO. 3® fi 66 79" 3105 195. 8 7 NO. 50 4 N0. 30 6 72 86 3740 LBS. 8 8 NO. 56 4 NO. 30 6 78 4403 LBS. 8 8 N0. 5®4 NO. 3® 4 84" 100" 5710 LDS. 8- 9" N0. 5®4 NO. 30 4 90 106 SB40 LBS. 8 9 N0. 5®4 N0. 30 4 96 6680 S. 8 9 N0. 50 4 NO. 3® 4 102 1 9" 7450 LBS. 8 9 NO. 56 4 NO. 30 4 a TR._.-.._.. A _.-_...-.. DEPTH TYPICAL . INSTALL AS R BEND N11M ME" LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER NOM' INSIIATION AND COMPACTED SAND 91A EXTEND 12" EAST OUTSOE OF PIPE INSILATION STALL OVER LAP AT JOINTS BY MIN. OF 12 CIfIOF WATERMAIN / STORM SEWER CROSSING REVISED: 1-10 RATE NO.: ENGINEERING DEPARTMENT 2204 FILE WWE: G: ENG SPECS 2204 109209-DTLS.DWG (DIY) CIVIL.ENGINEERS LANDPLANNIERS L.ANDSURVEYORS LANDSCAPEARCRDEC is 2422 Enterprise Drive (651)681-1914 Fax:681-9488 Mendota Heights, MN 55120 www.pioneereng.com © 2008 Pioneer Engineering .. . - ...... FINALE GRADE...... .. . b TRENCH fn w_ a =r`� MINIMUM, 6 SAND FILL:; -Y 3' MINIMUM "'- RIGID STYROFOAM m .,. SA,N.O FILL INSULATION VARIES NOTE, PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12'. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' N au OF INSULATION aLIM DETAIL 77 REVISED: 1-10 ENGINEERING DEPARTMENT RAre Ni 2205 RUE NAME G NC SPECS 205 TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2'd 10' long transitional height Curbing' rhinq' 1 4" height 7" 7 MN00T 8618 CONIC. C& G SURMOUNTABLE C 6 G Uff OF TYPICAL CURB WNW RADIUS Rom' '-10 ENGINEERING DEPARTMENT N0' 5204 FILE NAME: G:\EIRG\SPECS 5204 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, III ESS BROS., CORCORAN. MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS I8 WMYL er ftl6MlCld. •M FP141. MIWx ra[ waUR 1� x/n rw .....,,,w w, A.,c mr _ .".. pt.l-•A. w•m Ra1w1 VA a cfx Ivr - ow sues nes war 0xlawn tour w nund p.xr, as a r• Hwn MIAIW owmur rwR e.w ors • u' era MODEL#CG23 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER AS'. OVERFLOW 2 - TOP OF CURB BOX 10' FILTER ASSEMBLY -CURB HIGH -FLOW HIGH -FLOW FABRIC) W NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. MG M CATCH BASIN SEDIMENT TRAP REVISED: 1-'° ENGINEERING DEPARTMENT PLATE H0': 5302A FllE NAMES G SPECS SJ02A PI SNEERengineering 2- V Grate Shown 2- VB Grate Shown shall be used at all low paints. 0 I Face of Cub-7— Direction of Flow lnl PLAN Catchbasin casting and grate Neenah R3067-V or equal Grate to be 2' below 3" radius curb box. gutter grade. 5' transition curb on each side of catchbasin. Precast concrete or HOPE adjusting rings Top of Curb Varies Minimum of 2-2' 6 1/2" maximum of 5-2k Varies concrete adjustment 24" x 36" rings allowed with 1/4" Precast 5. 3' minimum to 1/2' bed of mortar between each and a 6' thick concrete collar 3' Grout on the outside. 6'Min. base Doghouses shall be grouted on both the SECTION Inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and Stamm sewer manholes. 2. Costing to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted In the adjusting rings. CIPIOF STORM SEWER CATCH BASIN Raw 2' X 3' RECTANGULAR REVISED: 1-10 ENGINEERING DEPARTMENT RATE NO.: 3101 FllE NAME G. C SPECS J101 w Z VARIABLE a w O a HYDRANT VALVE BOX 6" 6" VARIES 5'-6' (SEE PLANS) 1/4- PER FT. SLOPE TO ROADWAY CURB u x 4' CLASS 5 BASE 2' 3' 2-5- Min. CONCRETE SEE NOTES 1 @ 3 NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE S' THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. 0 C11'IO�F�p�T CONCRETE C�11uo11 SIDEWALK REVSEDe 1-10 PLATE NO.: ENGINEERING DEPARTMENT 5214 FlIE NAME:G G SPECS 521{ aPnw t - owR-IM t SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS LOT 1 suRFkci w:1Ep ak wnlviw�Y VE0IRINETER d HouSE HcuSE I I OVFA-IAP SILT PENCE o LOT 3 PTIQI 2 - : HOM SLT FENCE FITT FENCE TOGETHER AT PNQOENTY LINE ff Nd..11—Ir,CHWATRw ,-CURB h GUTTER STREET ENTRANCE STORM SEWER INLET VAMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downelapi ng property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upriope-Into property. • Perimeter controls run include mulch socks, mulch berme and/or Olt fence. EROSION CONTROL • Topsail -Site has a minimum of 4-6 inches of topsoil. • Construction entrance-1 to 2' clean crushed rod at a depth of 6 inches • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Sapers-Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. • Swalea-Need �ck check dams if slope Is 4:1 or greater. he �1Of EROSION CONTROL FOR �uenu6l�e MULTIFAMILY LOTS (TYP.) REVISED: 2-10 ENGINEERING DEPARTMENT RAre N .: 5302C FILE NAMEC:\ENG SPECS SJ02C 24"x36' stab opening for Neenah R3067-V cr equal N 1-V Grate shown / 2- VB Grates shall be used at all low points. Neenah R3067-V casting and grate or equal. PLAN .-Minim of 2 maximum f -2' mum mo 5 6° Conc. collar concrete rings with full oradjustment beds of mortar. Precast con rate or HDPE adjustr(ng rings. m A 6' precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with E 2 beads of Ramnek or equal. ' All joints in manhole to have Varies "O" ring rubber gaskets- 4 -0 Typ. Precast concrete section NOTES: 5• 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c.. Aluminum steps w approved. J Ra a -1:' • Minimum dab thickness, 6' for 14' depth. Increase thickness 1' for each of depth greater than 14', greaterthan 1 ei and reinforce with 1 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and dope grout 2" toward Invert. CIPIOF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISED:2-10 ENGINEERING DEPARTMENT PLATE NO.: 3102 FILE NAME G NG SPECS 102 CITY PROJECT N0. CITY OF CHANHASSEN SEWER. WATER OR C MAM SERVICE (CIRCLE WE) Street Name Lot_ Bleak_ Addition Name _ SEWER - Downstream Manhole No. Sta. of P.L from Downstream Manhole + Elevation at C.L. of Sewer Main Distance from Sewer Main to Cleanout X of Grade for Service to be installed -- Length. Size and Type of Service Pipe Depth at P.L. Distance Sewer Main to Riser _+ Riser Height WATER: Downstream Manhole No. Sta. at P.L. from Downstream Manhole + Length, Size and Type of Service Pipe Depth at P.L Curb Stop Carver Co. Coordinates: X Y - Z -_ ❑ Check if Sewer Service Riser Installed I -Denotes Sewer Service End (P-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) C-trectar Few, Tird by Dote U.omtlan and Dwth or 5wNw Certified by NOTE swNcs ties what be eNng flee et not mere than tea' F Im,gth taxi. derpdnb and stall by, tied to Pwrnanw,t abuch.. such ere budding eerrtw. .1. b.M mer,hdea catch eosin., hydrmts. eta Tee to trwa Poser pdes, Ne 1 tea' Ima1AA t. P He minitofY,m�'t . wlllthen 1� M=11"M wK. 61 ""—' .tN.ti- i' ""t n'nntl. wiuin CTiOF STANDARD SERVICE CHAM TIE CARD REVISED: 1-10 ENGINEERING DEPARTMENT �� No.. 5221 FILE NAME G\ENG\SPECS\5221 e -•• r4rr••r•e Wr••• •rrrrrr P••r• ;rr•rrrr•rr•r• •r• •r•rrrrr `STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls ore necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upolope-into property. • Perimeter controls Can Include mulch socks, mulch berms and/or silt fence. EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swoles-Need blankets over the final 200'. • Swales-Need check dams if slope is 4:1 or greater. CIIIOF EROSION CONTROL PLAN FOR C1� MULTIFAMILY LOTS WITH SWALE DRAINAGE REVISED: 2-10 PUTS NO.: FIDE NAME:G:\ORC SPECS SJ02E ENGINEERING DEPARTMENT 5302E 6' THIC COLI NEENAH R-4342 CRATE OR APPROVED EQUAL ADJUSTING RINGS (2-) SPEC 2506.213. 3' NOTE: 2YdA REINFORCING TO CONSIST OF g µ BARS AT B• G.C. BOTIH wAys < OR CONTC.. SEWEREMOCK SECTION PRECAST OPENING AS REQUIRED CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 CONS BASE SHALL BE 6' POURED IN RACE OR 5' PRECAST SLAB CIPIOF I CATCH BASIN amM 27" DIAMETER REVISED:1-ter ENGINEERING DEPARTMENT PLATF N0' 3103 FILE NAME:C: G SPEC5 Jto3 5 FT. MIN. LENGTH POST 5 FT. MIN. Ri IGM POST AT a FT. MAX WACING GEgTEXT E F&BOC MP TIES < AT 6 FT. MAIL SPACING[�RE EXTRE FABRIC WOE PLASTIC ZIP TES WDERUI,STC _ (so un. TENSII") LOCATED IN TOP 9 �OGATEa I TOP e' j{A�a1NaQG1pANAGO'N TAMPED OMPACTION ZONE �wlm NADMAL�L�MFLOW e.yN. ROM3 ME SUCE12" DEPTH SLT FENCE, HEAVY DUTVQt (� SILT FENCE, MACHINE SLICED FABRIC SILT FENCE, PREASSEMBLED 1Q® BACKFILL SLOPE GRADE MAX LENGTH LE55 THAN 2X 100 FEET 2 - 5 X 75 FEET 5 -10% 50 �T �TF' SILT FENCE PER SPECS SOURCE20(b GREATTER THAN 20% 2155 FEET 3 & J SEE SPECS 2s)J a Sam. LOCATION OF SILT FENCE t0 To Protect Area From Shout Flaw FOR SEDIMENT CONTROL 2 Maximum contributing Ms 1 Aare SLE SLOPESILT LEy_ V1; 6IA� FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL CITIOF SILT H FEN CE REWsm: 1-la ENGINEERING DEPARTMENT P10E N0'` 5300 FILE NAME G NG\5PECS\SJGG WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2' X4"X3'LONG WOOD POSTS, 8 REVO. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SLT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND IS' MINIMUM ABOVE EXISTING GRADE. 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-160 COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX FABRIC 2- WASHED (ROCK 1' DEEP X 2 WIDE UffOF I SILT BOX SEDIMENT TRAP REIAsm: 1-10 ENGINEERING DEPARTMENT PUTS N0" 5302G RLE NAME:G ENG\SPECS\5J02A "u�untaWe Curb h Gu�ter to be transitloned into a B61 type at cat basin. 491 A y% o NN00IF� Catchbasin to bed ressed 2' below design gutter he grade. A 5 Neenah R-3067-VB shall be used lot all low points. gh� urrnountable Concrete urb de Gutter 2-,f4-60"Long Rebore Each way ISOMETRIC No Scale `0 5' Min. Transition 5' Min. Transition `o c w a Top at 2' n w Curb w Design gutter line grade 2-/4-60" LONG Rebore Each way Frame @Casting SECTION A -A No Scale affor CURB t�W1��ty�El�p CONSTRUCTION tp'ppl y AT CATCH BASIN REVSED-1-10 RATE NO.: ENGINEERING DEPARTMENT 3106 FllE NAMED NG PEGS 3108 l'-2' CLEAN CRUSHED ROCK e` -1-q 6"MIN.DEPTH FOR ROCK • '�I�INJ:F��y1+11y� 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. Cn'IOF ROCK CONSTRUCTION CWM ENTRANCE REVISED: 1-tD ENGINEERING DEPARTMENT PLATE N0' FILE NAAEG G SPECS SJ01 5301 P OVERFLOWU WEIR STONE WASHOUT AREA is rH0 P PLAN TOCKEEP UNEATIN PLACE 2°-3' CLEAN STONE 10 MIL PLASTIC UNING 1Y CONSTRUCTED BERM WASHOUT AREA lit Me. OR EXCAVATED PIT SECTION A —A NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. MI OF CONCRETE WASHOUT AREA REVSED: 1-10 ENGINEERING DEPARTMENT FILE NAME:G\ENG\SPECS\530< 5304 6' 1 Distance to CL variable 1/2'r 0 3'r 1 /2'r Tap Bituminous Material s ape 3 4 er ft 8'• 18MnDOT 8618 Concrete Curb and Gutter 6" 1 Distance to rkvarlabjS 1 3.r / r Top Bituminous Material 1 2" aIV s4lope N 0 3 " OF ll,MnDOT B612 f Concrete Curb and Gutter M • `• \ 8" N��TTEE�� T2" Use Only with Private Driveways, Parking Lots, or Medians. 28'R 12 R 15" Tap Bituminous Material 6WR N \ a N A • 17 1/2' 10 1/2' Surmountable Concrete Curb and Gutter 28" 4. 4" 1/8"r io Bituminous Surface Bituminous Curb .T 6' Shoe Formed N1 CIFIOF TYPICAL CURB CHMM AND GUTTER REASED: r10 I ENGINEERING DEPARTMENT RATE NO.: 5203 FllE NAME: G NC SPER 520E 1' DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNOOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONORLAMENT, 36- WIDI FASTENED TO STEEL T-I WITH 3 (5013) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SUCED) RUNOFF FILTERED WATER) 4' MINIMUM WITH 1 24" 12" SECTION A -A CIFIOF OFFROAD CATCHBASIN am= FILTER BARRIER REMSED: 2-10 ENGINEERING DEPARTMENT PLATE NI FILE NAME:G Nc SPECS 53D2 I 5302 109209-DTLS.DWG (DTLS2) CIVD.ENGINEERS LANDPLANNPR.S LANDSURVEYORS L.,INDSCAPEARCIn'I'ECPS 2422 Enterprise Drive (651) 681-1914 Heights, MN 55120 Fax: 81-9488 eng.c Mendota Hei � www.pioneereng.com © 2008 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION m ® CATCH BASIN O • MANHOLE D II► FLARED END ® BEEHIVE - - -- EXISTING STORM SEWER « PROPOSED STORM SEWER s r e PHASE LINE - - - - - - - -- EASEMENT LINE 902 EXISTING 2' CONTOUR LINE 900 --- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWL=987.0 POND OUTLET LINE HWL=900.2 _ _ - POND HIGH WATER LINE ez3 PROPOSED SPOT ELEVATION EOF•♦•♦ ♦ EMERGENCY OVERFLOW • • STANDARD EROSION CONTROL 0 0 0 0 m 0 0 0 1 HEAVY-DUTY EROSION CONTROL ,WALL PROPOSED/EX. RET WALLS EX. OVERHEAD UTILITY LINES — tv -IV — EX. UNDERGROUND TELEVISION —tel tel— EX. UNDERGROUND TELEPHONE fo fo EX. FIBER OPTIC LINE —ue ue— EX. ELECTRIC LINE — 9 9 — EX. UNDERGROUND GAS — X X — EX. FENCE LINE 0 EX. SANITARY OR STORM MH N EX. GATE VALVE EX. HYDRANT EX. CULVERT EX. UTILITY POLE EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE BITUMINOUS PATH CENTERLINE CURB LINE CONCRETE WALK -- -------------------- SETBACK LINE RIBBON CURB EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE CONCRETE SURFACE SELECT BACKFILL MATERIAL 0000000000009000°0 GRAVEL CONST. ENTRANCE 00000000000000°00 0000000000000000 0 0 FIBER BLANKET 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PI8NEERengineeHng CIVE. ENOINPFRS LAND PLANNERS LANO SURVEYORS LANDSCAPE ARCIOBM 1 1914 2422 Enterprise Drive (651) 681- Fax:681-94889488 Mendota Heights, MN 55120 www.pioncereng.com LAKE RI / o DRIVE \ 7tao g � Q _ �I 1 DD ) r 88 s 87 5 .s D c \ N '• 0 0 O z r� �v 5 f \\Z ��OCK CONSTRUCTION ENTRANCE � b . rye 1 Wd CD 1W. 09.0 3m 1W: 100 D 3W:.Oia X� TN;: 09.0 P, W: 0-01 x(� 1W: 07.0 BW01.0 ' R 30� SE~ (TYP.) VARIES SOG FINISHED GRADE GRADING GRADE F0.5' RE -SPREAD TOPSOIL L-1.0' HOLD I DOWN SLAB ON (TYPICAL SECTION GRADE NOT TO SCALE) R 0' VARIES SETBACK i (TYP.) I RLO GRA GRA I 10' in o , 10' I 2.5' HOLD o *8.8' DOWN 7.3' BASEMENT FLOOR RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) 4" TOPSOIL & SEED (TYP) MNDOT B612 - CONCRETE CURB & GUTTER GRADE GRADE 0.5' TOPSOIL RE -SPREAD I Ira (TYP.) to' 10' 8.8JHOLD En .1 DOWN ,n o BASEMENT FLOOR RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) TYPICAL SECTION PRIVATE ROAD 24' OR 20' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' SELECT GRANULAR SUBBASE (MNDOT 3149.2 132) SURMOUNTABLE CONCRETE CURB & GUTTER GRADE GRADE 0.5' TOPSOIL RE -SPREAD EROSION CONTROL NOTES TOPSOIL MULCHING ALL DISTURBED AREAS SHALL HAVE A MINIMUM MULCH SHALL BE MnDOT TYPE 1. OF SIX (6) INCHES OF TOPSOIL PLACED. STRAW SHOULD BE SPREAD UNIFORMLY AT A SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS INSTALL WOOD FIBER BLANKET ON ALL SLOPES 3:1 OR GREATER. 109209-GR.DWO ■ © 2010 Pioneer Engineering (fir /i �0 h EXISTING BUILDING/ O� 11 1 2 3 c� 4— D h 5 6 — OUTLOT A N _ 7 ' REMOVE EXISTING 8 RETAINING WALL z LAKE _ R/ EY - __ AS NEEDED D 9 10 REMOVE EXISTING SIDEWALK, CURB AND GUTTER. / iW Q INSTALL SURMOUNTABLE CURB AND GUTTER. — EMOVE EXISTING ; / 30. RETAINING WALL ✓ 0*00 -- — rNEEDED r,. 0 25 50 100 i ) 2CD FT1 GRAPHIC SCALE IN FEET ;i 3-0-. +-------\ a te3 _ "D �;u 5. o Fn 4 D -i ..i�� o � o ' ' N 2 X� m ---- _ 0 \ l' 30. _ -- Cb B612 CURB AND 2 0i OUTLOT B GUTTER 3 . 2+00 2i 6 •o � 5 --6 — '9,1 30. 10 \ \ V PMNEERengineering 109209-SrM.DWG CIVR.ENOINEeRS L PLANNERS L SURVEYORS I.ANDSCAPEARCFflTEC13 I hereby certify that this plan was prepared by Revisions Dale �_23-1U RON CLARK CONSTRUCTION &DESIGN (651) 681-1914 y y Name a,.( LAKESIDE 4TH ADDITION 2422 Enterprise Drive - me or under my direct supervision and that [ SITE PLAN 7500 WEST 78TH STREET S 1 OF 1 Fax: 6eng.com arnunder a the Licensed Professional Engineer pawl . Chate Designed PLC CHANHASSEN, MINNESOTA Mendota Heights, MN 55120 www.pioneereng.com y g t9860 oa-23-10 EDINA, MINNESOTA 55439 under the laws of the State of Minnesota Reg. No. Dare Drawn JLL © 2010 Pioneer Engineering 1 PI ONEERengineering \ F71 D D _(A 2 CURB AND rTER CITY OF CHANHASSEN RECEIVED JUL 0 1 2010 CHANHASSEN PLANNING DEPT 0 25 50 100 GRAPHIC SCALE IN FEET 109209-SrrE.DWG CNR,ENGnv'EF.RS LANDPI.ATJNERS LA DSURVEYORS IAND.SCAPEARCIRfFL.-r5 1914 2422 Enterprise Drive (6ax: 681-9488 Mendota Heights, MN 55120 Fax.: reng.c m B www.pioneereng.com © 2010 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION ® CATCH BASIN O MANHOLE D FLARED END m ® BEEHIVE - - EXISTING STORM SEWER << PROPOSED STORM SEWER PHASE LINE - - - - - - - - EASEMENT LINE 902 EXISTING 2' CONTOUR LINE 900 - EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWL-987.0 POND OUTLET LINE HWL-900.2 - _ - POND HIGH WATER LINE ex3 PROPOSED SPOT ELEVATION EOF ♦-► ♦ EMERGENCY OVERFLOW • • • • • • •• STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ I HEAVY-DUTY EROSION CONTROL A BALL PROPOSED/EX. RET WALLS EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION -tel tel- EX. UNDERGROUND TELEPHONE fo fo EX. FIBER OPTIC LINE -ue ue- EX. ELECTRIC LINE - 9 9 - EX. UNDERGROUND GAS - X X - EX. FENCE LINE EX. SANITARY OR STORM MH F< EX. GATE VALVE EX. HYDRANT EX. CULVERT - EX. UTILITY POLE EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE BITUMINOUS PATH CENTERLINE CURB LINE CONCRETE WALK --- ----------- -___- SETBACK LINE RIBBON CURB ` EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE CONCRETE SURFACE 1^ - SELECT BACKFILL MATERIAL 000� GRAVEL CONST. ENTRANCE `t FIBER BLANKET 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PI ONEERengineering CD 0� DRIVE 7- �� TW: .5 % 1 % HWL=881.1 / ;:c ;�% -- �FJJ CE TWh 87.5 V g30 f D I G \ \ TW 9L 94.8 7 Iv \ \ \ \ FJIL8 ,w 08.0 EY l • T S ou - O T Rq/ 8 .0 W: B. 4 9,0 Fi \ ' _ 0. e70 D 0 `fir 9 g TV.06.0 00 W: jY L1 O B4.0 ; 97.0 G J � / Z •i� a�Do ROCK CONSTRUCTION " , • • • ' , pd� �\ ENTRANCE 4 • \\G� r 0 \ \ j O INSTALL INLET / ~ \ f PROTECTION X G� > 4�/ INSTALL INLET PROTECTION OCK CONSTRUCTION ENTRANCE i ...•;Pi• t 94 7 El R 30r SETB~ I (TYP.) (TYP.) VARIL] L-1.0' HOLD DOWN SLAB ON GRADE (TYPICAL SECTION NOT TO SCALE) RLO 10' o I 10' HOLD o 451 DOWN 7' BASEMENT FLOOR RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) cu TW: 09.0 §w. 01.5 m TTM 10.0 D BW� TW: 09.0 ��1.5 Crl TW: 07.0 Z �� TW: 04.0 TW10.0 D EIM 01. TW: 04.0 0 BW: 01.0 0 0 4" TOPSOIL do SEED (TYP) IED GRADE NG GRADE 0.5' TOPSOIL RE -SPREAD MNDOT B612 J CONCRETE CURB do GUTTER R I GRADE GRADE 0.5' TOPSOIL RE -SPREAD (TYP.) 10' 10' 2.5' 8.8' HOLD Lb •7.3' DOWN o BASEMENT FLOOR RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) TYPICAL SECTION PRIVATE ROAD 24' _ R 20' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 132) SURMOUNTABLE CONCRETE CURB k GUTTER GRADE GRADE 0.5' TOPSOIL RE -SPREAD EROSION CONTROL NOTES TOPSOIL MULCHING ALL DISTURBED AREAS SHALL HAVE A MINIMUM MULCH SHALL BE MnDOT TYPE 1. OF SIX (6) INCHES OF TOPSOIL PLACED. STRAW SHOULD BE SPREAD UNIFORMLY AT A SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE INLET PROTECTION PLACE WITHIN THE FOLLOWING TIME FRAMES: ALL STORM SEWER INLETS SHALL HAVE INLET - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS PROTECTION UNTIL FINAL STABILIZATION. - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS SILT FENCE - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS SILT FENCE SHALL BE MAINTAINED UNTIL FINAL INSTALL WOOD FIBER BLANKET ON ALL STABILIZATION. SLOPES 3:1 OR GREATER. REMOVE SILT FENCE AFTER FINAL STABILIZATION AND PRIOR TO FINAL ACCEPTANCE. N 109209-GR.DWG ■ CIVR. ENGRYF.ERS LAND PI. WERS LAND SURVEYORS LANDSCAPE ARCIRTFL FS 1914 2422 Enterprise Drive (6ax:51) 681-9488 Mendota Heights, MN 55120 Fax: reng.c m 8 www.pioneereng.com 0 2010 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION �m HYDRANT(S) D4 N GATE VALVE(S) D ► REDUCER(S) - - - EXISTING WATERMAIN PROPOSED WATERMAIN - - FUTURE WATERMAIN Q SANITARY MANHOLE(S) - - EXISTING SANITARY SEWER < PROPOSED SANITARY SEWER — FUTURE SANITARY SEWER B ® CATCH BASIN Q MANHOLE D ® FLARED END ® ® BEEHIVE — - - - -- EXISTING STORM SEWER « PROPOSED STORM SEWER — - - - - — FUTURE STORM SEWER -902 - EXISTING 2' CONTOUR LINE 900 EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE ow PROPOSED 10' CONTOUR LINE Nva-9e7.0 POND OUTLET LINE --- HWL-900.2 -- POND HIGH WATER LINE ex3 PROPOSED SPOT ELEVATION ♦ '► EMERGENCY OVERFLOW ---------- DELINEATED WETLAND LINE ^WALL PROPOSED/EX. RET WALLS •••••••••••••••• EROSION CONTROL FENCE — - EASEMENT LINE GRAVEL SURFACE BITUMINOUS SURFACE CONCRETE SURFACE Sgv EX. SERVICE sv EX. LAWN SPRINKLER VALVE off EX. LAWN SPRINKLER HEAD sL EX. WATER WELL EX. CULVERT EX. TREE LINE _ EX. MAJOR TREE - -- EX. OVERHEAD UTILITY LINES EX. UNDERGROUND TELEVISION - EX. UNDERGROUND TELEPHONE - _ EX. FIBER OPTIC LINE - -- = - EX. ELECTRIC LINE --- ! - EX. UNDERGROUND GAS EX. FENCE LINE ■ EX. ELECTRIC BOX 0 EX. ELECTRIC BOX WELL. EX. MONITORING WELL IC EX. TELEPHONE BOX 0 EX. TELEVISION BOX -� EX. UTILITY POLE EX. LIGHT POLE EX. TEST HOLE ® EX. MAILBOX EX. SIGN ROADWAY BITUMINOUS PATH IMPROVEMENTS (CURB LINE CONCRETE WALK RIGHT-OF-WAY LINE SETBACK LINE The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a passible use of the properties, and are subject to change, no representation or warronty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of any kind or character, expressed or implied, with respect to the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to the recorded final plat. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or land use changes for any part(s) of the properties. The developer reserves the right to change the plans without further notice Subject to City and all Government approvals. PI ONEERengineei ing LAKESIDE 4TH ADDITION GRADING, UTILITY &STREET CONSTRUCTION PLANS CHANHASSEN, MINNESOTA SHEET INDEX 1. COVER SHEET 2. SANITARY & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS z .y_ - / ,� —. o ' 6. CITY DETAILS 0� G 1. GRADING & EROSION CONTROL S 1. SITE PLAN )f 2 3ru' \' ti - OUTLOT A I P Z _ _ LAKE RILEY W M D 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVAT,ON=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVA110N=896.13 W a a x a w U W � I C_ � I I a I LAKE RILEY s Ld ' �f-_ om•wr TM - 1. i a LOCATION MAP 109209-CVR.DWG CND.ENGQtHERS LANDPLAhN LANDSURVEYORS LANWCA ARCIn"1'ECIs 2422 Enterprise Drive (651) 681-1984 Mendota Heights, MN 55120 Fax: eng.c B www.pioneereng.com © 2010 Pioneer Engineering CONNECT TO EXISTING SANITARY SEWER. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. - ELEV=891.72 EX-MH-3 MH-1 ` o S= 0+31 6"x6"TEE W/6"GV t ICS= 07.0 Lp`_E 10'-6"PVC GND. ELEV.=903.6 , S=0+08 f MH-4 2 INV= 96.0 CS= 07.0 CONNECT TO EXISTING WATERMAIN W/8" G.V. INSTALL 1.5" CORP. STOP AND 10'-1.5" HOPE SERVICE FOR WATERMAIN TESTING AND FLUSHING (SEE DETAIL). CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. 6"-90' BEND 1.5" CORP. STOP. I S=. 0+0 1 INV= 80.5 S= 0+76 CS= 88.5 S= 0+08 INV= 84.0 INV= 80.5 C5= 92 S= 0+86 `b` CS= 88.5 OINV= 84.0 S=1+51 CS= 92.0 INV= 86.8 CS= 93.8 S=1 +61 INV=86.B CS= 93.8 1.5" HDPE SERVICE 6" PVC --"" NOTE: CUT OFF SERVICE AT WATERMAIN CORP. STOP AND REMOVE PIPE AFTER TESTING. PISNEERengineering 7 45' BEND 0 S= 0+69 �1 INV=89.0 CS= 96.0 S= 0+80 INV= 89.0 CS= 96.0 1+ S=41 / 1-110 INV=89.0 S=1 C5= 96.pNV= 9f CS= 98.0 UTLOT A / 6"-22Yy BEND 6" GV CONNECT TO EXISTING WATERMAIN W/8"X6" WET TAP CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. REMOVE & REPLACE EXISTING BITUMINOUS, CURB & SIDEWALK. CONNECT TO EXISTING WATERMAIN` W/6" GV. & 6" 45' BEND R% CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION./ 'z. / W CONNECT TO EXISTING WATERMAIN W/6" GV. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. S=1+50 &/2 INV=01.6 CS=12.1 S=1+53 INV= 01.1 CS=12.1 6"x6"TEE &-J ' Q (2) 6"-45' BEND S= 0+37 3 INV= 98.3 J _ > 00 � i CS= 09.3 I a-,1 � "f S= 0+83 4 INV=98.3 ,.L; CS= 09.3 S=1+20 S MH 5INV= 01.0 ry CS=12.0 I S= 0+42 "� ^~ 6 INV=01.2 CS=12.0 OUTLOT S= 0+21 Act INV=01.5 4 CS=12.1 S= 0+83 INV=01.9 CS=12.1 5 S=1+18 / INV=02.0 %�% CS=12.5 6 S=1+62 INV= 02.3 CS=12.5 IH-731 0 25 50 100 HYDRANT GRAPHIC SCALE IN FEET W/6"GV GND. ELEV.=912.8 i IUE_ N TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RIt FY ROAD AND I YMAN ROM FVARn 109209-311.DWG Cf,,_ E G,,EF S LAND RI.AT[iM LARD SURWYORS IANDSCAP ARCFi1TFl-IS 1914 2422 Enterprise Drive (6ax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m 8 www.pioneereng.com © 2010 Pionwr Engineering CONNECT TO EX. STORM CONTRACTOR TO VERIFY LOCAT10N & ELEVATION. CONTRACTOR TO CONSTRUCT EX—CBMH TO PROPOSED GRADES. 4" PERFORATED DRAINTILE (TYP.) STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH CASTING OR NAME N SIZE EQUAL CB-201 36"X24" R-3067V CBMH-202 48" DIA. R-2573 CB-203 27" DIA. R-2573 PMNEERengineei ing CONNECT TO EX. STORM CONTRACTOR TO VERIFY LOCATION & ELEVATION. 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING *180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 109209-321.DWG C a,h GMF 1 PI NERS L DSURWYORS LA DSCAr'6ARCFRI'ECm 2422 Enterprise Drive 81-(651) 681-9488 S www.pioneereng,com Mendota Heights, MN 55120 Fax: encom © 2010 Pioneer Engineering 4" TOPSOIL & SEED (T'P) TYPICAL SEC11ON PRIVATE ROAD 24' OR 20' 1 ' TYP. MNOOT B612 CONCRETE CURB & GUTTER PAVEMENT SECTION 24" 82) SURMOUNTABLE CONCRETE CURB & GUTTER SURMOUNTABLE CURB & GUTTER CITY PLATE #5203 01 0 25 50 100 GRAPHIC SCALE IN FEET CURVE TABLE BENCHMARK CURVE DELTA LENGTH RADIUS TANGENT TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET Cl 64'59'21" 40.68 35.87 22.85 KEY: SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD D LYMAN BOULEVARD. C2 36*501190 35.28 54.88 18.28 08.15 = TOP OF CURB ELEVATION ELEVATION =8 6N 9 FOR SURMOUNTABLE CURB C3 6"23'080 34.77 312.00 17.40 08.32 =TOP OF CURB ELEVATION TOP NUT HYDRANT (TNH) ON NORTH SIDE OF C4 16-13'35' 35.40 125.00 17.82 FOR B612 CURB LYMAN BOULEVARD LYING ±490 FEET 10.76 = SURMOUNTABLE CURB & GUTTER RILEY RIDGE RILEY RIDGE SOUTHEASTERLY OF THE INTERSECTION RILEY ROAD AND LYMAN BOULEVARD. OF LAKE C5 9-50'27" 21.47 125.00 = B612 CURB & GUTTER ELEVATION=896.13 ....................................................................................................................................................................................................................................................................................................................... . - . 1+. �. ... .� .C4 �- N. .tp. ..p.. .O. .tp. .�. :ip: ...................................................................................,... ... In . . ..0.-.. .0. .�. .�. .ap. .. .o... .. .. ::: . ........................................................................................................................................................................................................................................................................................................................ ..... ... .... ................ .............. ...........................................................-...............-.... ................................... ........... .... -... ..---.... ...............-........ ..-.- ..-- ........ ........................... ...................................................................................................................................... ....................----....-.....-............................................................................ .. -. .. 9 ........ .................................................................... ............................................................................. ::::.:: : ::. ............ .......................................................................................................................................................................................................... ........... . .......-.................................................................................... .:::..:..:. :.::: : :.. ......:.... _ :: :::: : : :.:::: _ :::_O :: .......... ...............................................a .......... ....... ..:: .... . _ .. .::.. :: : : ...... ............................... __t0.. -.� O ...................................................................... ...... ...................... ........... :: ....:: ::..:: .:::::::: .:::' ::::..:.: ::.:::: :..:.:... :::: .:::...:: : :::::. .::::: : .. Y �.�... ... ........................................................................................................................................................................... . .... .. .... .. ... ...... ..:: .::.:...... .... .. :.:::::'... ........ ..:.. ::: :.:: ::::.::..:.::. _ ... .. ..:.:..: :.:: ::.. ::.:: : :: ::..:: 0 :.. ....: .. .:. ... .: .: + _N of .. :.:.... :::::. :.:::..... ..:::. ... .. .. ............... .. .. ....- ..-.. .. PVI STA: 1+50:00 .. -.... - .. j ...... .. .... ........... ....... PVI ELEV. 909.27:... .: .....:5 J: Qw A.D: :3 25% ..... .. . . 9..Q........................................................................................................................................................................... ..... ....................................................................... 9 0.. �. VC: 50. oD, . . . .... ... . .. .. . .. .. ... . ... PVI STA::Of50.00 .. .. ... .... .... .. .......... ... .- :PVI ELEV: 9a3.27 ... .. ... ...... .... .. ............. ... .... ........ :-.... A.D: 4.60� :.::::: :::: ... ...,, ......................... .... .... 91 5 K: 1:0.87 C)Ld C> 1n ... ... :.:..:.::.:.::....:.:..:..:::::.:.:::.:. ..... .. ........ .... .... .. . . :.:....::::::.::. ... .................................................................................... ....... VC: 50.00' . a n + Cn . .. .--. . w .. ..- .. .. ..... F d J w ::........:-.:::::: 0.60�; .... .. .... :p.50X :.: :.::::: ::.:: m. 91Q ... .... ... �.......... ..:::..::' .::::...: ... ..... ... ..... .... .... .... ... ...............................................................................................o ,,�....... .. :.... ,ri�i .....+0 .... Im .., .:........'........:..............................................................91Q... . .......... ..... IIw �.. / ...... ............ ...... ...... ........ .. :::: ..:.::: .:.. .. .. ...... . :. .. ::: ::::: ::::> a w ::::.:a 600 / i / : ::::::: ::::" .:::: :.: ::1 ...:: :.: '.: ::.:::.:..::.......::::.::.:.::... :::.::...: .: .....: ::.:.'::'::::.. . ..:. :.::::: ::....':::: ...... .... 9 0 5 ... �..... .. ....... . .. .... .... ........................................................... m. :: .:.. : .:::: :: :: : : :: - .: ... .: ..: .: .....: : .- .. :. - ..:: .. :: ::.:::':::: :.. .: :... :::::: ..........:. ..... .........: ......... . :. _: ::.:: 900900... ........................................ ........ ............... .............................................. ....... ....... ... ..... .. .. :.........:.......................................................................................... .. ... . ............. o .. .......... . ........ ::... ..::: :: : :: :.... .: r .: :: ::. ..:::.: :: :: .... :::: :.'.::: :.... ....::::::: .::.....::::: ::::::: ::::::: .::..... :. ::: B - .......... ::: : ::.. :::::: o ::: : :.:: ::.: ::: ::.:: ::...:. - o - ........ ..............................................:::............ ............ ........................ ............. ..... ............ .......:...........................: .. ....... ......::::: ::::::::: :: :y ..::::::::::::::::::..:::::::::::::::::. O .. .... ....... r LW, ......::::::::::::::::::::::::::::::::::::: .. .. ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.... •0 .............. ...... ...:.........:........ : . ....... ..... .. ... - ... < J O ... -.... .. -- + ^ -- ...... - ...... .. .. J ........ ...... + ..: ... ....... ......... . ...... .. ... ....... . ... . . .... . . .. ... .. ... 0 p - 07 - ..... ... .C� pp. ....... .... .... .. .. .... .... ............. ....... ....... .......... ........ . . . . . . . . ... - .. -- .. ........................................................ .. ........... -- - - - - N W . --.. .. .. .... ......- ........ .. .. ... .. .. ........ ............... . .. .... ... .. .. - ... ... .. .... .. ........... .. . .. ..... ......................................... . ....... 0+00 0+50 1+00 1+50 2+002+19 0+00 0+50 1+00 1+50 2+00 224W3 PIONEERengineming 109209-331.DWO CIVa. ENOC+FbRS LA.JD RA.�'•FRS L NDSURVEYORS LAYDSCAEEARCM"IEC'rs 1914 2422 Enterprise Drive (6ax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m 8 www.pioneereng.com © 2(X)8 Pioneer Engineering V N 0 � 0 U aH Not to Scale J 1 (HYD) R/W aT c q^y 10' b MH Gate valve location on projection of property line. R/W t/W NOTE: All dead ands to be extended a minimum of me pope length beyond)< NOTE: gate wive and dosed Water main to be an with plug tied back to north and west side to. of center line unless hydrants pose conflict with proposed sidewalk. l�f[OF TYPICAL INTERSECTION REVI4p: 2-O ENGINEERING DEPARTMENT PLATE NO.: 1001 LE NAME: G NC SPECS 10m BLOC JY Note'. CONDUCTNIY STRAPS TO RE PLACED AROUND MEGALUG BOLTS MO WELDED TO WATER MAIN. OR HYDRANT LEADS CROSSES FJ# C BEBDi 11.. MIEGALUGS TO BE USED AT ALL MMANICAL JOINTS 2 PUCE TARANCONCRETE BLOCK UNDER ALL. GTE VALVES �LI- V ■ AND N19RANT5 3. THRUST BLOCKING AT All TEES, BENDS. AND AT CERTNN HYDRANTS 4. ALL FITTINGS NUTS, AND BOLTS SHAu BE SPRAYED USIN A BITUMINOUS COAL. TAR COAT sU"M BY THE MANUFACTURER. SLEEVES 5, BLOCKING AGAINST UNDISRURBOD SOS. TYPICAL A LOC LOCATIONON REVISEa>-as ENGINEERING DEPARTMENT PLATE NO, 1009 FILE NAME:G NC SPECa 1We -1/1 BARRIER' INNER MANHOLE RING SEAL AS MANUFACTURED BY 'STRIKE PRODUCTS' OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL FRAME AND COVER HOPE OR PRECAST CONCRETE ADJUSTING RINGS 27-T27" MASTIC SEAL BETWEEN i FRAME AND STRUCTURE SHIELD EXTERNAL SEALS AT B _ AT BARREL AND CONE SECTION JOINTS SANITARY APPLICAA TIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. NOTES - TRI M M TOP OF SEAL TO i' ABOVE TOP OF RINGS. CASTING SHOULD NO REST ON SEAL 2. PLACE 'MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL- 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTIUTY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. C1fI0F I & BARRIER REVsm:1-10 ENGINEERING DEPARTMENT PUQE NO.. 2109 FILE NAME,G NG S ECS 109 PI SNEERengineering NOTES: 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension CI,C2,C3 should be large enough to make an 0 equal to or larger hen 45'. 3. DVnenelon A1,A2,A3 should be as large as possible without Interfenng with MJ bats. 4. 0 - 45- Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megolugs thrust restraints or equal e - See rw PLAN 90' BENDS CONCRETE SHAI IN CONTACT IM THIS QUADRANT OF PIPE BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45- BEND 9W BEND/TEE SIZE Bt 01 B2 D2 83 03 B- 1'-5' 1'-5• V-5' f-5' 2'-1' - I 6. 8' T-5" 1'-5' 2'-1' 1'-6' 2'-8' 2'-0• 12" 1'-107 V-10' 3'-4' 2'-0' 4'-9" 2'-e" 18' 3'-0' 2'-0' 3'-10' 3'-0" B'-2' 3'-6" 20" X-G' 2-8" 5'-6' 3'-4" 8'-4" 4'-D' 24• 4'-4" 3'-0' 6'-10" J'-10 9'-8' 5'-0' 30' 9'-3' 6'-0' 17'-0 6'-0- PLAN 45' BENDS If -Sex SECTION A -A PLAN 22 1/2' BENDS 4111OF CONCRETE ��11��qI THRUST CHEM BLOCKING REMSm: NG SPECS f002 z-m ENGINEERING DEPARTMENT PUTE NO. FILE NAME:G: 1 DD2 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.0' COVER 7.5' COVER &0' COVER PIPE SZE 225 IS 90 ENO 22.5 {S 90 DEAD END 2ZB ea 90 DEAD END 4" 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 g• 3 6 15 34 3 6 15 33 3 6 14 32 12• 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 1 35 80 7 14 34 77 6 1 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 '1 19 46 109 36" 12 24 59 138 11 23 57 133 1 22 54 129 1 13 28 67 159 13 27 65 153 12 26 62 148 48" 15 31 75 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE', AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES CON -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LAYNG CONDITIONS ARE ENCOUNTERED. 010E I RESTRAINED PIPE REQUIREMENT FOR DIP REvlsm: z-oe ENGINEERING DEPARTMENT Purt low FILE AWE: C: NC SPECS Imt 25'-.5' L1.5' BIT. WEAR "--2- BIT BASE NEEHNAH-1979-0207 WITH 2' MIN. RISE OR HOPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS ' SEALANT OR APPROVED EQUAL 6" THICK CONCRETE I&I BARRIER 27" COLLAR SEE DEATAIL 2109 NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH/ R-1642 OR MCIB 309 AND SHALL INCLUDE SELF SEALJNGVARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2•) ADJ. RINGS AND li. MAX. (3-4 ) ADJ. RINGS ;Mi>; HOPE OR (1-Y RING WITH PRECAST CONCRETE MORTOR - 0.21 ADJUSTING RINGS 1&I BARRIER 27• 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1, PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4- TO 1/2- MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LAOTECH INC. OR APPROVED EQUAL 0 �6�TyII1T�O�F� MANHOLE CASTING AND 4➢e�tleuuf�l ADJUSTING DETAIL IREvlsm:1-10 ENGINEERING DEPARTMENT NO_ 2110 FILE NAMED: G SPECS Z110 w OF �0 1" CORPORATION STOP LLU PLUGGED END WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WTH NO ADDITIONAL COMPENSATION. 1�11pfY1 AIR Wwam BLEED DETAIL REVISED; 2 m ENGINEERING DEPARTMENT RATE NO.: 1003 FIE NAMEa NG SPECS l0 CL PL VARIABLE FENCE 9. POSTS is i_ < WYE PLUGGED EN a ai 1/19 BEND In 6" PVC SDR-26 PIPE MIN. SLOPE 1/C PER F00T �2'X2' MARKER 1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION NTH PiLA� MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP V OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (311+499HH) 111l�i1� TYPICAL SANITARY SEWER SERVICE REVISED: 3-W ENGINEERING DEPARTMENT PLATE2001 na NAME: G: NG SPECS Use MNDOT 3149.2A Granular Borrow VARI S : Use MIND Or 3149.2H Comes Filter Agg. (Pipe Foundation Materiol If Required) The bottom of the trench shall be eloped to fit the p e barrel for at leoat 50% of the ou ids diameter Pipe Diu. x 0.5 Min. 'Dia' Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for baekf9l and/or compaction in the pipe zone, pipe bedding and bockfll shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundatim embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. WTOF PIPE BEDDING IN POOR SOILS REMSFD:2-10 RATE Np.: ENGINEERING DEPARTMENT 2201 FILE NAME:G NG SPE6 2O aL ¢ Ww O X in 19in 22u, ig la z\ la 9 LL� b Lug 8 y Wiz 15' W ARN ,L so W o ' a 3 ts" m �' zy U F� < e i Ser pT N ¢ Be pO a xm �ol <o N o rr� 3ol'z< N G a <G�� 9 n i n r u .y o 3E 0 rn�cea u n < m m oiQ?u_f Ux U XVN ,g'Z �¢ W < n x 6 3 : �w3<s� N r N p u 0-e0 7 T i Or, Mx<xgqZZ�er f S jEzzPU j �¢NOafN33 Ono OyNjZ=ZmO. n ¢ itl tiZpn ZOI✓V ¢ G¢ IMF m �- zFy" �sa3=� ggci<� avn UU3C in�zZP< U O N ¢ C L= �krcm m it vFiol mIZo yin Qa1��gaQ = oFa<F ir¢���car_ i�a f a00 <SZ<iZ< .Zz� Q I 3r Q<¢ o�Nri ixi,d x"W 1EOm x6Sa C11TOF INSTALLATIONTYPICAL HYDRANT aeASFa s-oa ENGINEERING DEPARTMENT PIATE ]1004 FILE NAMED: G SPECS ta04 Manhole Casting and Adjusting Ring (See Plate 2110) Provide Md Barrier an all sanitary owner m inhale(ses plate 2109) Manhole steps shall be Neenah R-1981J, 16" on center. Steps Shol be on Downstream Side Unless Pipe Diameter is 18• err Larger All joints In manhole to ha" "Wring rubber gaskets. Inff-shield external seals ae required by the Engineer. A Maximum of 2 Short Manhole 4'-0' Risers to be Used Directly Below Can$ Section Pipe shall be cut out flush 5. with inside face of wall. Km-n-seal required. I Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2 Toward the Invert Minimum thickness of precast base Is 6' fen 14' deep or lees, and increases 1• in thickness for every 4' of depth greater than IV. 1. KKor-n-seal manhole m equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole m catch basin structure is constructed outside the troweled roadway a witness post and sign (NH) shall be installed next to the manhole. MR STANDARD MANHOLE REVISED: •-09 PLATE NO.: ENGINEERING DEPARTMENT 2101 FILE NINE: G: ENG SPECS 101 Compacted Nom it FBI Material, Compacted to 95X of the Standard Proctor Density I > I -I 1 III 1 I I -III -III- _ Shaped Natural Ground to pipe NOTFc 1. When existing soil conditions we not acceptable for backRll and/err compaction Ir the pipe zone, aline bedding and bacilli sholl be used as shown an detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNOOT 3149.2H course filler aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel fen of Least 50% of the Outside Diameter. aTIOF PIPE BEDDING 0 IN GOOD SOILS affmRCP & DIP REvlse0:1-m ENGINEERING DEPARTMENT RAiE NO.. 2202 FILE NOIRE G: VENGVSPECSV202 rL Street PL Variable 9' 6' Metal fence post denoting curb bow top 6' painted blue. Curb box with 1 1 /4' standpipe and stationary rod s in Water Service ^ 1'X1' Corporation Cock i' Type °K' Capper Concrete Block Support Water Main NOTES: 1, Do not plug end of curb stop. 2. Add 6" crimped pigtoil to curb slop. 3. The copper service line between the main and curb box shall be one can III piece of piping, splices will not be permitted 4. Corporation cock to be 1' x 1" inside diameter. 5. Saddles required an 6' DIP or smaller mains. 6. Saddles when required shall be Ford atyiIT F202 double strap. 7. Stainless steel saddles required m all PVC watermain. COO[ TYPICAL WATER SERVICE REVISED, }09 PUTE NO.: ENGINEERING DEPARTMENT 1005 FILE NAME G: G SPECS 1005 Eccentric side of manhole I 4 - 1' Did. holes in-/ manhole frame ovally spaced PLAN VIEW TOP COVER REMOVED Romnek Or Equal Washer 1 8- t. 2'o.d.,3 49.d. 2 req./ belt 5/8" galvanized bolt Threaded Insert to accept a f b 3/4•olt 4 required Manhole care reinforcing 4- TIE DOWN DETAIL RamnekJ en `Neah R-1755C frame Or Equo and cover or equal with 2T 2 concealed pick holes L `Manhole Steps. Neenah R1981J m equal, 16"o.c. ,V '4. Aluminum steps approveo. a8• $ 4 •0•- Ring gasket ECCENTRIC WATERTIGHT MANHOLE [Wof WATERTIGHT MANHOLE RedsEDz Oa ENGINEERING DEPARTMENT RATeKo_ FILE NAME O G SPECS 105 21 D5 Compocb BaCkflll 12" + + ♦ + + + + + + + + ♦ + + ♦ + + I ++++++ + + + + + + + + + + + Embedment + + + + + + + + + + + + + + + + 5 u+ + + + Material + + + 6" + + + + + + + + + + Foundation - ��,����� I Re uked see dote 1) '.Pc" Denotes outside diameter of pipe NOTES 1. A soils Engineer will be required to determine the depth of the ' e foundation 9D o embedment material if needed) Pipe foundation malarial shall be in accordance with .MNDOTbedding 314hall course filter aggregate. 2. P.V.C. bedd(n9 shall be MNDOT 3149.28 select granular borrow with 100% passing a 3/4" slew, and less than 10% passing a NO. 200 sieve. OFPIPE BEDDING F FOR P.V.C. PIPE REv1scDz-1oi ENGINEERING DEPARTMENT NO" Z La'.NAME. G: ENC SPECS 220J nN DROP LID 7.5' Minimum cover required wATw Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. 8-5180 Vida Val" Stem RisenVPN` If he Di a e The Surface If The Distance From The Top Nut Of The Val" To The Surface Is Greater Than 8'. Grade Tyler No. 6860 26' Mueller No. H-10361 26' Bibby -Ste -Croix No. VB502 27• EXTENSION Tyler No. 58 14' No. 59 18" No. 60 24• Mueller No. 58 14• No. 59 20' Bibbyy--Ste-Croix VB520 No. 57 9' VB521 No. 58 14' VB522 No. 59 20• VB523 Na. 60 26' Tyle BOTTOM No. 6860 65 Mueller No. H-10361 65' Bibby -Ste -Croix No. VB516 60' 600f'/ Vol" and Box to be �l plastic wrapped per BASE section 2.03a Adjust top to 3/4' below grade. Box to be set to provide 12' of adjustment. Tyler No. 6860 Mueller No, H-10357 Bibby -Ste -Croix B-5001 Gate wow box, screw type, 3 piece, 5 1/4" shaft. size G box, 7-6 extended, y6 round base - Gate Valve Adopter. 1/4' SteeWith Protective Cioatng, 1/2" Rubber Gasket Installed Between The Gale Valve And Gate Vol" Adopter. Mueller or American now Control Resilient Wedge Val" L Conforming to AWWA C-515-80 Standards With All Stainless Steel Nuts & Bolts. E�q�p 16"X1B"X8' Concrete Block TYPICAL GATE VALVE 4 AND BOX INSTALLATION 7ensEo:2-o9 ENGINEERING DEPARTMENT Inn ND.. 1006 FILE NWE:C: NG SPECS 10ae ONE EXTRA BAR IN BOTTOM A A 27" TWO EXTRA BAR IN BOTTOM PLAN OF COVER i COVER K 111 27- MANHOLE DIA. t SECTION A -A TWO �1�1y111��VD[�Bp MANHOLE �UlL1i167Lloo TOP SLAB arnscDa-10 ENGINEERING DEPARTMENT PUTE no.. 2108 FILE NIALa G SPECa line COVER R UIRMENTS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP BARS N 6 54" 2fKU0 LBS 8' 6" NO. 50 6 60 7 2525 CBS. 8 7 NO. SO 4 NO. JO fi 66 3105 CBS. 8 7 NO. 50 4 NO. 3® 6 2 3740 S. 4 6 78 440J CBS. 8 8 N0. 5®4 NO. 30 4 84 1 5710 CBS. 8 9 NO. 50 4 NO. 30 4 90 10 5840 CBS. 8 9 N0. O 4 NO. JO 4 96 6680 CBS. 8 9 NO. 56 4 NO. 30 4 102 11 7450 LBS 8 9 N0. 50 4 NO. 3m 4 MINIMUM V COMPACTED ATM (TYFIGL). `IhSiKL � WRTICAL BENDS iml MEGA was AS REQUIRED. WATERMAIN UNDER STORM SEWER INnwnTION AND COMPACTED SAND SHALL EXTEND 12' PAST OUTSIDE OF PIPE INSULATION SrlA CWR LAP AT DINTS BY MIN. OF 12' Cfff OF WATERMAIN / STORM SEWER Raw CROSSING RMSED: I-10 PUTE ND.: 2204 ENGINEERING DEPARTMENT FILELMME:C ENG SPECS N 109209-DTLS.DWG (•DTI SI) CEV0.6NGOv"FENS LANCR ;N16B9 tANDSURVEYORS IANDSCAPEARCFRTFLTS 1914 2422 Enterprise Drive (flax: 681-9488 Mendota Heights, MN 55120 Fax: reng.com S www.pioneereng.com O 2008 Pioneer Engineering .. .......FINAL GRADE...... .. . b TRENCH t . ° i �MIjJIMUfyI @ SAND FILL _� - 3" MINIMUMRIGID STYROFOAM r 'SAND FILL INSULATION . C. VARIES NOTE. PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERMSE SPECIFIED, INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12'. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' � W��1�11ppp� INSULATION affl lUan DETAIL REVISED: 1-10 ENGINEERING DEPARTMENT Pi NO.: 2205 FILE NWAE:G NG SPECS 305 J5 CATCH BASIN IN RADIUS 61B CURB k GUTTER --J ti n TRANSTION CURB &"GUTTER I TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6" height 2'drop 10 long transitional height curbing' 4" height L T MNDOT 8618 CONIC. C k G SURMOUNTABLE C h G SECTION A -A TYPICAL CURB li�s�on RADIUS REVISED: 1-10 ENGINEERING DEPARTMENT "No.. 5204 NAM E: ME: G\ENC\5°ECS 5204 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.. CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS ,.s <1yyyyL,¢ 1` ®a PN mlmt wNvmz uz w0se lea µeh Ass_ w.h-eN. •war 'Acme ,VA a ec New Ym,A w+m na,ub was, new me tnwNw me wm+w a. ce•rNow IeWeM a.91A we eat aw • Is• Iwo MODEL#CG23 ELECTOR PLATE ,ERFLOW 1 - CENTER OF FILTER A° OVERFLOW 2 - TOP OF CURB BOX 10' FILTER ASSEMBLY 'CURB CC-23 HIGH -FLOW HIGH -FLOW FABRICS NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. aft Of CATCH BASIN SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLI'TE �5302A RLE NA'ME:G C SPECS 5502A PI8NEERenginee-ring NOTE, 1- V Crate Shown 2- VB Grate Shown shall be used at all low points. I Face of Curt N Direction of Flow PLAN Catchbasin costing and grate Neenah R3067-V or equal Grate to be 2" below 3' radius curt box. gutter grade. 5' transition curb on each aide of cotchbosin. Precast concrete or HOPE adjusting rings. Top of Curb Varies Minimum of 2-2', 6 1/2' maximum of 5-2' Varies concrete adjusment 24' x 36' rings allowed with 1/14' Precast 5. 3' minimum to 1/2' bed of mortar between each and a 6' thick concrete collar 3' Grout on the outside. I 6"Min. base Doghouses shall be grouted on bath the SECTION inside and outside. 1..w �ffs eps shall be provided in all catch basin/monhalea and storm seer manholes. 2. Casting to be totally encased in concrete curb section. 1 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. STORM SEWER CATCH BASIN 4LAllmlmu 2' X 3' RECTANGULAR Rl1-10 PATE NO.: ENGINEERING DEPARTMENT 3101 FXE NAME: G G SPECs 101 z VARIABLE w n HYDRANT VALVE BOX 66' VARIES 5-6' (SEE PLANS) 1/4' PER FT. SLOPE TO ROADWAY CURB 4' CLASS 5 BASE 2' 3' 2.5' CONCRETE SEE NOTES 1 dr 3 PI 1. TYPICAL 6' THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRIVEWAY GROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100- INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CONCRETE 1 SIDEWALK RIM' 1-1a ENGINEERING DEPARTMENT PUTS "°_ FILE NAW7 c CS 214 5214 SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS LOT—1 - s-- INRER OR wAid-' " OPMENI- owR-w N over -LAP 9LT rFhT LOT 3 OPTION z - . 00( err FENCE Wrr PENCE TaFMER At P R PERN LINE tEnEB 1n.. wmdwa .wns•e .p M land N 1M eaweq. ear PENCE 1 I s1RAw MIAax A]wAIE wATm — wATER n.ow -CURB h GUTTER �—STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTIONDETAIL 5302A SEDIMENT CONTROL • Perimeter sediment confide am necessary at downeoping property and street edges. Note Mat sediment controls need to provide containment by turning primster controls upelope-Into property. • Perimeter controls can indude mulch sacks, mulch Dears and/or sit farm. EROSION CONTROL • Topsai-Site has a minimum of 4-6 Inchee of tail • Construction entrence-1 to 2" dean cmehed rock at a depth of 8 Inches. House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof Ilne If house has rain gutters, downpouts need energy dlegpatlon. • Slapes-Steger Nan 4:1 with positive grade to the waters of the atop need fiber blankets and temporary or permer,ent seeding. • Swales-Need blankets over Me final 200'. • Swales-Need check dome if slope to 4:1 or greater. �pC1fiOP EROSION CONTROL FOR MGM MULTIFAMILY LOTS (TYP.) REVISE); z-tD ENGINEERING DEPARTMENT PLATE NO, 5302C FILE NAME G NG CS 2C 6' Conic. collar 24'xJ6' slab opening for Neenah R3067-V err equal 1 "ate 1- V Grote 9t10Wn / 2- VB Grates shall be used at all Icw points. Neenah R3067-V costing and grate or equal, PLAN Minimum o' 2 maximum of 5-2' concrete adjustment rings with full beds of mortar. Precast concrete or HOPE adjusting rings. • 6" precast reinforced concrete dab. Top of barrel section under top slab to have flat lop edge sealed with 2 beads of Romnek err equal. All joints in manhole to ham Varies "0' ring rubber gaskets. 4'-0 Typ. Precast concrete section NOTES: -5" 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R198IJ or equal, 16' o.c., Alumirum steps e approved. ad erg Minimum dab thickness, 6' for 14' depth. Increase thickness I for each 4' depth greaterr than 14', greater and reinforce with 6"x6' 1G//0 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope arout 2" toward invert. 1dI1V[ TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISED: 2-10 3102 ENGINEERING DEPARTMENT FILE WME:G NG 6 3102 CITY PROJECT NO._ CITY OF CHANHASSEN SEWER, WATER lA CaMBNAMM SEANCE (ORCtE GTE) Street Name Lot_ Bloch_ Addition Name SEWER. Downstream Manhole No.__— Slo. at P.L. from Downstream Manhole t_ Elevation at C.L. of Sewer Main Distance from Sewer Main to Ciearout S of Grade for Service to be installed Length, Size and Type of Service Depth at P.L. Distance Sewer Main to Riser Riser Height WATER- Downstream Manhole No.—____ Sto. at P.L. from Downstream Manhole__+____ Length, Size and Type of Service Pipe — Depth at P.L Curb Stop Carver Co. Coordinates: % Y _ Z__ ❑ Check if Sewer Service Riser Installed I -Denotes Sewer Service End ®-Denotes Water Service End (SHOW SKETCH WITH TIES HERE) canl.aceer Frwnen Tied by Date Lowtkw Ned Dore, a SeNa CI,MAW by NOTE sw,IAA Ike no tw move nee a flat mee than May N Ingm betwon us poets aid .flat a two to pwm.nant mmwa Mry wvs wow as WAaep om,eriwhe boom anhwea cola, baw hynt% ate Met a ttia, Pm,w polo. phap!E1X came. UNp,ane err uMIY bane call flat be w"IrcgtM r e erme"nil mu�te,e. In M. ewno, wRN I, as Q�ff STANDARD SERVICE TIE CARD rEVlsm: 1-1er ENGINEERING DEPARTMENT PATE NO.. 5221 nli WJIC G \ENG\SPECS\523I w• • w• e-. r I .... r .•-'•• s1•.-•111.s1. b .1• I•..I•.s1: `STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary of downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. • Perimeter controls can include mulch socks, mulch berms and/or silt fence. EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoi. s Construction entrance-1 to 2" clean crushed rock at a depth of 6 Inches. • House Roof Perimeter -Straw mulch at 2 Inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. ' Swales-Need blankets over the final 200'. ' Swales-Need check dame if slope Is 4:1 or greater. t 10F EROSION CONTROL PLAN FOR �EyQ� MULTIFAMILY LOTS WITH SWALE DRAINAGE Rensm. 2 10 ENGINEERING DEPARTMENT PArz ND FILE NAM NG SPECS 5302E 5302E NFENAM R-4342 GRAZE pi APPROVED EpJAL CONC. ADJUSTING RINGS (r) MIN. 2 MAX 4 MIN. 1/4• Mail BETWEEN CArnIC, RINGS A STRUCTURE. MORTAR SHALL MEET MI SPEC 2508.28. T NOTE 2YYNA i RRNF=NG To CONSIST OF d4 BARS AT B' O.G BOTH WAYS • WALLS TO BE PRECAST SECTION < OR ANC. SENIOR BLOCK s PIE -CAST OPENING AS REQUIRED CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 Q�0[ CATCH BASIN 27" DIAMETER RENSEUt-IO ENGINEERING DEPARTMENT PLATE No.: 3103 FltE NAME: G: C SPECS 310] 5 iT. MW. Ju"'IN Post 5 Fl MN. LENGTH POST AT 6 FT. MAX SPACING AT a FT. MAX SPratic grEX IE FABRIC "1 P1A511a 2P OEs Punic tP Ms (So t8 TEWAE)AA w �' l NISa LOCATED N TOPS Y L f, W' O('+1Tm N Tor PRE C(xAPACIIIXR 201E NATURAL ROW ROY SOW (,7CH1111 s Cry e"MN. L N� d OEP1N n SILT FENCE, HEAVY OUTYOT SILT FENCE, MACHINE SLICED FABRIC ``FABRIC ANCHORAGE TRENCH. BACKFILL F WITH TAMPED NATURAL SOIL In a i FLOW w ii iOIZ SILT FENCE TO BE PACED �m 6' ON CONTOUR. SEE SLOPE/GRADE mw IN. AND LENGTH CRITERIA BELOW SILT FENCE, PREASSEMBLED= VAWABIF SLOPE S OPE GRADE MAX LENGTH 2E555 XAN 2% 175 FAT 5 -NOS $28 FFEE[ETT No FENCE PER MNDOT SPECS SOURCE 2 GREATER THAN 20X 15 FGGI SEE SPECS 2573 a 31 LOCATION OF SILT FENCE 1D Ta Pwt•ct Area Prwn Snset nor FCR SEDIMENT CONTROL 2 Maimon caniribuuvg Area: 1 Noe SL VARIABLE E SILT FENCE NEAR TOE OF 1:6 SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL Wll �i SILT FENCE REVISED: 1-10 PUTS NO.: S3CO ENGINEERING DEPARTMENT FIFE WJAE:G\ENG\SPECS 9300 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X4'XS LONG WOOD -OSTS B RED'D. NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SLT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2' X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDDT TA3LE 3BOS-1 (MACHINE SLICED). ADDITIONAL B-10' OF FABRIC FLAP AT BOTTOM OF BOX m 'N r FABRIC FLAP- 3URY R ROCK TO PREVENT UNDERWASHING 2' WASHED ROCK V DEEP X 2' MOE ��TppW��tp1�0�L1�t'p� SILT BOX SEDIMENT TRAP I BenuslLlOq IEYSm: 1-10 ENGINEERING DEPARTMENT PATE No.: FILE NNAE:G ENC aPECS SJ02A 5302G limo aW�6�81atype at auto bush, be lranaltlaned F N enchah°Rn 36g�eV oI WGrate. ColcFlb sin to bed reseed 2' below boign 55qutterne grade. ' lug alghlwr 3OF7-VB shall be used F$ Surmounttable Concrete Curb h Gutter 2-µ-601 Rebars Each way ISOMETRIC No Scale C 5' M o Top of Coro Design gutter line SECTION A —A No Scale 5' Mn. Transition $ c n W 2-µ-60' LONG Rebors Each way Frame h Casting qp CURB � �1�,O� CONSTRUCTION 1�MusTu�tt AT CATCH BASIN REVISER I-10 ENGINEERING DEPARTMENT vtATE No.: 3106 FIFE NAME:c: PE c SCs 3106 1"-2' CLEAN CRUSHED ROCK 1` • `I A. e e 4LE A., DIN` M\NyM,UM. 18' MINIMUM CUT OFF BERM 2Q TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. p�q�p ROCK �p4�i�lI�VpI�p� CONSTRUCTION lUM0sy1CA ENTRANCE REVtsm: 1-to ENGINEERING DEPARTMENT Ha.. RE NAl]E:G: G SPECS 53m 53a1 23' CRUSHED STONE 0 RFL�W WEAR WASHOUT AREA ?� 4 P PLAN ACCEPTABLE BJNERTIN PLACE 2"-1 CLEAN STONE 10 MIL PLASTIC LINING 12 WASHOUT AREA 17 YN. CONSTRUCTED BERM OR EXCAVATED PIT SECTION A —A NOTES: 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REWIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABIUZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. � a��ff�ff•�B� CONCRETE am= WASHOUT AREA REvlsm 1-10 ENGINEERING DEPARTMENT PLATE "o.. 5304 FILE NAME:G\EAG\SPECS\5504 1 /2'r L e'-j Distance to Ct variable 3'r Top Bituminous Material O slope 34' W ft 8"• 1g' MnDOT BB78 Concrete Curb and Gutter 6"1 Distancerigle 1/2r 3•r Top Bituminous Material 1 /2'r slope f., 0 3 4" er MnDOT B612 Concrete Curb and Gutter •• N .1 R' �H1QTE� 12 Private oFTDse Only with Driveways. Parking Late, cr Medians. 28'R 12'R is' Tap Bituminous Material 68'R N d so 171/2- 1 101/2' Surmountable Concrete Curb and Gutter 28' 4' 4- 1 1/8"r Bituminous Surface Bituminous Curb •T 6' Shoe Formed N1 �q� 1d1IYF TYPICAL CURB awm AND GUTTER REV6m: 3-lo ENGINEERING DEPARTMENT Pu1E NO, 5203 FILE NAIE:G G 2nl Y DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SUCED WOVEN MONOFILAMENT, 36" WHDI FASTENED TO STEEL T-I WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF 4' MINIMUM FILTERED WATER MATH I 24- 12" SECTION A -A �1'tttt� ff 4mll�lom OFF C SIN FILTER BARRIER REMSED: 2-10 ENGINEERING DEPARTMENT 5302 Pus via.. FILE xAMtL-QSqvi 109209-DTLS.DWG WTLS2) CIVB.ENGINFF.RS tANDPLASRTiRS LANDSURVEYORS LANDSCAPEARCHrFECIS 2422 Enterprise Drive (651) 681-14 Mendota Heights, MN 55120 Fax: B www.pioneereng.c88 eng.com © 2008 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION HYDRANT(S) pQ ►� GATE VALVE(S) p ► REDUCER(S) - - - EXISTING WATERMAIN PROPOSED WATERMAIN - - - - FUTURE WATERMAIN O 0 SANITARY MANHOLE(S) — - - - -- EXISTING SANITARY SEWER < PROPOSED SANITARY SEWER — - - — FUTURE SANITARY SEWER e ® CATCH BASIN Q MANHOLE p ® FLARED END Q ® BEEHIVE - - - -- EXISTING STORM SEWER << PROPOSED STORM SEWER - - - - — FUTURE STORM SEWER — -- --902 EXISTING 2' CONTOUR LINE -----900--- - -- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE 00o PROPOSED 10' CONTOUR LINE NWL-9e�.o POND OUTLET LINE HWL=e00-2 _ _ _ POND HIGH WATER LINE Bx3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW ---------- DELINEATED WETLAND LINE �WALL PROPOSED/EX. RET WALLS ............ • • • • EROSION CONTROL FENCE ----------- EASEMENT LINE GRAVEL SURFACE BITUMINOUS SURFACE ' CONCRETE SURFACE r sgv EX. SERVICE s„ EX. LAWN SPRINKLER VALVE EX. LAWN SPRINKLER HEAD WELL EX. WATER WELL EX. CULVERT EX. TREE LINE EX. MAJOR TREE oh oh EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION —tel tel EX. UNDERGROUND TELEPHONE — fo fo EX. FIBER OPTIC LINE ue --ue EX. ELECTRIC LINE — 9 9 — EX. UNDERGROUND GAS -- X - — X -- EX. FENCE LINE ■ EX. ELECTRIC BOX 0 EX. ELECTRIC BOX :.: WELL EX. MONITORING WELL ❑� EX. TELEPHONE BOX C] EX. TELEVISION BOX -�- EX. UTILITY POLE Jo EX. LIGHT POLE EX. TEST HOLE ® EX. MAILBOX -o- EX. SIGN ROADWAY BITUMINOUS PATH IMPROVEMENTS (CURB LINE CONCRETE WALK RIGHT-OF-WAY LINE SETBACK LINE The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a possible use of the properties, and are subject to change, no representation or warranty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of Liny kind or character, expressed or implied, with respect to the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to the recorded final plat. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or land use changes for any part(s) of the properties. The developer reserves the right to change the plans without further notice. Subject to City and all Government approvals. PISNEERenginming CIVH. ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHII= (651)681-1914 1heL 2422 Enterprise Drive Fax: 681-9488 me Mendota Heights, MN 55120 www.pioneereng.com as and LAKESIDE 4TH ADDITION GRADING, UTILITY &STREET CONSTRUCTION PLANS z 0 CHANHASSEN, MINNESOTA CD F71 .TJ D SHEET INDEX 1. COVER SHEET 2. SANITARY & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS G 1. GRADING & EROSION CONTROL S 1. SITE PLAN CfT1 OF RECEIVED SSEN JUL. 0 9 2010 CHANHASSEN PLI*MNG DEPT 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATI0N=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 w N < \ggM — a w U � � I Ell SITE \ _ g I l LAKE �-- R1LE" omsoor m LOCATION MAP 109209-CVR.DWG © 2010 Pioneer Engineering KE R��EY MH-4 CONNECT TO EXISTING WATERMAI =- ` W/8" G.V." MH-5 INSTALL 1.5" CORP. STOP AND 10'-1.5" HDPE SERVICE FOR WATERMAIN TESTING o 6" a 45' BEND AND FLUSHING (SEE DETAIL). CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. - 6"-90' BEND 2 S=0+0 4 qti OUTLOT A INV= 80.5 S= 0+76 CS= 88.5 S= 0+081NV= 84 0 INV= 80.5 S= 0+86 MH-6 CS= 88.5 CS= 92.OINV= 84.0 S=1+51 / 6"-22Y2 BEND CS= 92.0 INV= 86.8 r 6" GV CS= 93.8 S=1 +61 INV= 86.8 % CONNECT TO EXISTING WATERMAIN CS= 93.8 8 W/8"X6" WET TAP CONTRACTOR TO FIELD VERIFY S= 0+69 \ LOCATION & ELEVATION. INV=89.0 -- REMOVE & REPLACE EXISTING CS= 96.0 S= 09. 0 r. BITUMINOUS, CURB & SIDEWALK. INV= 89 CS= 96.0 r 9._.;^ S=1+41 ` 10 INV=89.0 S=1+i v� ' CS= 96.CINV= 91. CS= 98.0 Pl 1.5" CORP. STOP. 1.5" HOPE SERVICE 6" PVC -"� NOTE: CUT OFF SERVICE AT WATERMAIN CORP. STOP AND REMOVE PIPE AFTER TESTING. PI8NEERengineming CONNECT TO EXISTING SANITARY SEWER. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. ELEV=891.72 n rurcro�� i 6"x6"TEE W/6"GV 10'-6"PVC GND. ELEV.=903.6 J CONNECT TO EXISTING WATERMAIN' W/6" GV. & 6" 45' BEND / CONTRACTOR TO FIELD VERIFY W LOCATION & ELEVATION. .f /(' /p CONNECT TO EXISTING WATERMAIN W/6" GV. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION. S-- 1 +50 INV=01.6 2 CS=12.1 S=1+53 INV= 01.1 CS=12.1 6"x6"TEE & S= 0+31 INV= 96.0 CS= 07.0 S= 0+08 2 INV= 96.0 CS= 07.0 :�--(2) 6"-45' BEND S= 0+37 3 INV=98.3 CS= 09.3 S= 0+83 4 INV=98.3 CS= 09.3 S=1+20 8 MH-2' 5 INV= 01.0 CS=12.0 S= 0+42 .x ---; 6 INV= 01.2 `b CS=12.0 3 S= 0+27 INV=01.5 4 CS=12.1 S= 0+83 INV= 01.9 CS=12.1 , 5 S=1+22 INV= 02.0 CS=12.5 OUTLOT B H-3 0 25 50 100 HYDRANT GRAPHIC SCALE IN FEET W/6"GV GND. ELEV.=912.8 BENCHMARK a� TOP NUT HYDRANT (TNH) ON NORTH SIDE OF < LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE 6 RILEY ROAD AND LYMAN BOULEVARD. S=1+62 ELEVATION=886.79 INV= 02.3 CS=12.5 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RII FY ROAD AND I YMAN RON FVARR 109209-311.DWG CIVa.EMVMERS L PLANNERS L SURVEYORS LANDSCAPEARCHrIEM 2422 Enterprise Drive (Fax: 681-1984 Mendota Heights, MN 55120 Fax: re g.com 8 www.pioneereng.com © 2010 Pioneer Engineering CONNECT TO EX. STORM CONTRACTOR TO VERIFY LOCATION & ELEVATION. CONTRACTOR TO CONSTRUCT EX—CBMH TO PROPOSED GRADES. 25' — 4" PERFORATED PVC DRAINTILE (TYP.) / Q-2 2 STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH CASTING OR NAME N SIZE EQUAL CB-201 36"X24" R-3067V CBMH-202 48" DIA. R-2573 CB-203 27" DIA. I R-2573 PIONEERnee7i1g K1 _ Lv 0 ^ry LtJ J n I $� 2 5 CONNECT TO EX. STORM CONTRACTOR TO VERIFY LOCATION & ELEVATION. I� d 32� 3 4 i 21 D61 ' OUTLOT' f 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF u LYMAN BOULEVARD LYING ±490 FEET ` SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 109209-321.DWG CNE. ENGINEERS LAND P[.ANNERS LAND SORVEYOR3 LAND.9CAM ARCMEM 2422 Enterprise Drive (651)681-1914 681-9488 Mendota Heights, MN 55120 Fax:ng.c 8 www.pioneerereng.com © 2010 Pioneer Engineering 4" TOPSOIL & SEED (TP) TYPICAL SECTION PRIVATE ROAD 24' OR 20' SURMOUNTABLE CONCRETE CURB MNDOT B612 & GUTTER CONCRETE CURB & GUTTER PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 32) CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 64"59'21" 40.68 35.87 22.85 C2 36"50'19" 35.28 54.88 18.28 C3 6"23'08" 34.77 312.00 17.40 C4 11-15'59" 47.59 242.00 23.87 C5 4"52'51" 39.27 461.00 19.65 KEY: 08.15 = TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB 08.32 = TOP OF CURB ELEVATION FOR B612 CURB = SURMOUNTABLE CURB & GUTTER = 8612 CURB & GUTTER SURMOUNTABLE CURB CITY PLATE #5203 RILEY RIDGE RILEY RIDGE & GUTTER #5203 i 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 .............................................................................................................................................. . .. ... ... . 0 IA. .N.........0. ........... ................................... co ......to. ........................................... cc - _ _ ............................................... .t0. ._ ........... .M. ............................................................................................................. .M LO .00 : . . ....... .. .. ..................... ........ ................................................................................................................. .. .. .............— .......... ....................................................................................................................................................................................................................................................................................................................... .......................................................— ........ .�0.::: : :: :::::: :: .................................. ..... ........ .. ... ... :.�0. .. .. ........ . .0 0) CID. : :::.�M ... ....... ... .. �C30::: :::: _ _.................................................. _... ...... _ _ ... ...... .. .._.. _ .. C : 0�1. 4 .. cy)� : :: : ::::: : .. ............-.......... ... ..... ...._.............— :: : : :: ::::: ...... ................ ...... ....... . ........ .. ................................................... .......................................................................................... ................. ................................. .. ... ... ... .... .. ......... .... ...... .... ... ..... ........ .... .. ... ........ ... g 5 .. ....... ... ................. ................._....._...__.. ............ ... ... .... .. ........ .. .. ..... ................ ..... .. .. .. .. .. .... . .. .. .. _... ... ... .... ..... ...... ... ...... ... :...:::::::::::::...:::::::::.::::::::.::::::::: . ... .. ..... .... ........ .... .. _ .... .... ��� .O �. __ .. ::::..:::::.:::::.::::::.:::::...:::::: .. ......... — — ......... . . ................................ _.........._..... .�. .. ... ..... ..... .. .. . ... .. .I+N -:....:.:..::.::::.:.:.....:::::.:.......:::.......::::::::.::.........: — ............... . . .. ....... ... .... ... . . .. .. . .. .... .. ... .... ... ...... 925 .................................................................................................................... .. .. + O) PVI STA: 1+50:00 S J .. ... ...... .... PUI ELEV: 909.27: ) � .. .... .. � W : .. ........ ... ... ....... . .. ........... ... ... .... .. ....... ... ... .. ... ... ............. A.D:=3.25%. D_W ..................I...1......... ........ ... .... ... .. .. .. ...... .... .. .... .. .. ... ....... ... ..... ....... 920 :: :............................................. ::.:..::..::::.....:: ...... ...............:::::.:: ..:::::..:::..::..:.:..::..:::::..::::::::::::..: ::::.:..:::::.:.....:::..:.::::.:....... ::::::.:.:::..:::...:...:.:::.::.:....:.:::....:..::.:..::.::..920... VC: 50.00 ....... .. .... ... ....... ... .... .. .. . .. .... .. .. ...... ... .. ... ...... ....... ... .......... .... ... ..... ........ PVI STA:: 0+50:00 _ . - . .. ... . ......... .......... .. .... ...... ... PVI ELEV 903.27.::::::: .... ... ... ...... ... :. .. .- .. ... . .......... ...... ......... ... ... .... ........ .. .. ... .... ..... ....... ........... ... ...... .. ....._.. A.D: 4.60% ...... ... . .... .... .. .... ... :: ... .. ........ 915 ....... ... .... ::.: ::: ... .. ....... .. .. K: 1.0:87::... .._ o �..... o ,� �,— .. ... .......... ..... .. .. ....... ...... .... ...... :. :...::..:.:....:.::.:....:....:...:::...................:... ..... ...... . 915 :.. ..:.....::.:.::::........................................................................:::::.....::::: ... VC: 50.00' . ......o N I. . 0 ................................ .. :::::::: ..... .... ......... . ...... .. .. ....... .. ... ....... ........ .. .... . .. ...... n .. .. .... ... .. .. .. ..... ... .......... .. .... ....... . .... ...... ...... ...... .. ... ...... .......... ... ...... .... . ... ..... ........ .......... .. ... .. .. .... .... .. / .. .. ...... ....... \� .... .. .... :6.50% ... .... .:— ... ..... .... ................ ... . — ... .. .. . ... .... ...... ...... ... .............. 11 .... .. ..... ... .. .. ... .. .. .... ....... .. .. .. oIn jJ ..aLJ '-��j% .... ... .... .. ..... ... .. — .. _ ........ ... / ... ��: . .. . ... .. .. .... ... .. ....... .. . 9�0 ....... .................................................................... cl�;... j.� ... ........ :....... .......I...: ...:.::... / ........ ... .... . . ........................... .. ...... .. ..... .. ... ....... .N ......... .. .+ pi. .++ O�j p. ... �. ..... .. _ ....... _... / _... .� : :. ... .. .. ..... . ... .. .. .... ...... .. .. .... ..... ........ ...... .. .... ... ...... . . ...... .: :: o0) ....... .... . ... .. II r w : ... .. .... .... . ....... ...... ....:� .. ........ '. ... .... :: ........ .. :.. .. .. .. ..... ...... ...... ....... :.... ... 905 ..... ... .. .. . .... .... ...... .... ..... .... a .. ... ..... �':..::::.::::::::::::.. ........ ... .... ... .... ... ..... :::::.:::::....... . ..... .......::.. . - ::::::...:.::::...::.:..:::..::::.:.:..:....::.:.::::.:....::.:::....::::::.. 905. .......... ...... ..... ............. ............. .... ........ .:::.:.:::::::::.: ............................................................ . ................... .. ..... .. ..... ..... . :: .................... .. ... ..... .. ...... .... :1;40% ..... ... . . .. .... . �: ..... �. .... ... .. ........... ... ........ .. ................................................ —.�� �. :: :: :: : :. :. :.. ::.:.. :: :.. ..... . ... .... ... ... .. .... ... ...... ... .. .... .... ... ... ..... .... .. 9 :: :::.::.:: :: :: ...... ..... .... ... .. ... .... .... ........ .... ............ .. ..... .... ...... .... ......... ... :::..:.::::::..:...:::::.:......:::::...:.:::::::::::::::....:.:.............::::::: ::.::::::..:::::..::::.::..:....:::.........:... ... ... :................::::::.:..:.::..:.:.:..:.........:.:.................::........::....:::::.::.:.::::.. \: .: i _ _ — �.. — _ .. .. .. ...... 90 ....: :....Q.4..:.........:...........................:......... .. ..... .......... ............. .......... o.............................................................................I.:.... : :.:.: .::::: :: : ..... : :: .. :.:.::: ...::::. .: :::...::: :: ::: :..:: ...::: .::: :::: :: .. ......... .. .. ............ 4 . ....... :.:.........................::........................ ......... ..... :: ........ ..... _, .. .I..... .... .. .... .I...... .... - .......... ..... ......... .... .. ....... ... .. . .... o ... .. _ ... .... . .. .. ... ...................................................... ... ..... .. .. ...... ... ...... .. ..... ... . ... ....... ::....::.....:...:....................................................:....... . ...... .... ..... .... ....... ... .. ..... .. ... ...... .... ... ...........Q OIA .. . .............. r ............................................. J ��. ..... .....J.•t0. ................................................................................................................. .... .. .. ... ...... .. .. .. .. ... ... ..... ... ........ :: . .: .... ..... ....... ... .... ... .. .. ... ..... .J + N ... .. .. .. ..... ... ... .. ..... + �. .. _ .. .. ... ... — .. � + .. _ .. ... .. ... .. ... ..... ... .. .. .. .... ... .. .. ... .. ..... .... .... .... ........ .. ... .. .. ... ... . .. ... .. .. ... ..... .. ..... ........ ... .... .... ..... ...... .................. .................................................................. ...... ...... .. .. fn W ....................................... .. — W ...................................................................................................................................... — ... .(�I J W. .. ...... ... .. .. .. 0+00 0+50 1+00 1+50 2+002+19 0+00 0+50 1+00 1+50 2+00 2+50 PISNEERengineering 109209-331.DWG aVE,ENGDPEPBS I.ANDPLANNERS LANDSURVEYORS LWDSCAPEARCHITE= 2422 Enterprise Drive (6ax: 681-1914 Mendota Heights, 55120 Fax:reng.c M 8 www.pioneereng.com © 2008 Pioneer Engineering u h c o 5' arts m I Not to Scale 3 � (HYD) R/W c R/W N 0' 0 MH Gate valve location on projection of property line. R/W R/W NOTE: All dead ends to be extended a minimum of one pipe length beyond NOTE: gate valve and dosed Water main to be on with plug tied back to north and west side tee. of center line unless hydrants pose conflict with proposed sidewalk. CIIIOF TYPICAL INTERSECTION REVISED: 2-08 11 ENGINEERING DEPARTMENT PLATE NI 1001 LE NAME: G: ENC SPECS 1001 BLOCK (TY HYDRANT LEADS CROSSES IDENO ESILL MEGALUG BENDS 1. E5 1. PLACEMEGALUGSO TD BE USED AT ALL ALL GATE JOINTS. 2 PLACE GRANTS. BLOCK UNDER All GATE VALVES AND HYDRANTS } THRUST BLOCKING AT ALL TEES. BENDS. MID AT CE m NU Ml1S 4. ALL FlTDNG$ NUTS, AND BELTS SHALL BE SPRAYED USING A BITUMINOUSER. COAL TAR COAT GIIPPGED BY THE KINUFACIUREN. SLEEVES S BLOCKING AGAINST UNDISIURBE) SgLS. cm OF TYPICAL C�� MEGALUG LOCATION ReASFn: 3-09 111 ENGINEERING DEPARTMENT ' No.• 1009 Fl NVAEwwww G: NC SPECS 1009IN FRAME AND COVER 'I/I BARRIER' INNER 1 MANHOLE RING SEAL 1 AS MANUFACTURED BY 'STRIKE PRODUCTS" OR APPROVED EQUAL HOPE PRECAST E ADJUSTING RINGS CONCRETE PRECAST, BLOCK, OR 27" BRICK MANHOLE CONE MASTIC SEAL BETWEEN CORBEL FRAME AND STRUCTURE 4 AT BARREL E% CNAL ONE SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. NOTES i. TRI M TOP OF SEAL TO 1' ABOVE TOP OF RINGS. CASTING SHOULD NM REST ON SEAL. 2. PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. MIOF I I & Maw BARRIER REVISED:1-10 ENGINEERING DEPARTMENT No.. 2109 FILE IAWE,G,\EING\SPECSN2109 PIONEERneming NOES 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension CI,C$C3 should be large enough to make angle 0 equal to or larger than 45. 3. Dimension A1,A2,A3 should be as large as possible without Interfering with MJ bolts. 4. 0 - 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - See no PLAN 90' BENDS CONCRETE SHAI IN CONTACT M THIS QUADRANT OF PIPE BUTTRESS DIMENSIONS PIPE 22 1 2' BEND 45' BEND 90' BEND/TEE 512E B1 D1 82 D2 B3 03 6' 1'-5' V-5' V-5' V-5" 2'-l' 1'-6' 8' 1'-5" 1'-5' 2'-1' i'-6' 2'-B' 2'-0' 12" 1'-1 I. V-10" S-4" 2'-0" 4-9 2'-6" 16" 16" S-O" 2'-0" S-10" S-O" 6'-2" 3'-6' 20" 3'-6" 2'-B' 5'-B' S-4" 8'-4' 4'-0" 24" 4'-4' 3'-0' W-10' S-10 9'-B" 5'-0' 30" 9'-3" 6'-C" 17'-0 6'-0" PLAN 45' BENDS e - Se, __•_ SECTION A -A PLAN 22 1/2' BENDS aff OF CONCRETE THRUST BLOCKING we REMiISE0: 2-09 ENGINEERING DEPARTMENT nAre No. 1002 FILE NAME: G: ENG SPECS 1002 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.0' COVER TV COVER B.0' COVER PIPE SIZE 225 45 90 EDEAD 'ND 22-5 45 90 DEAD END 2Z.5 45 90 DEAD END 4" 2 3 2 3 8 18 1 3 8 17 2 5 2 5 11 25 2 4 11 25 3 6 3 6 15 33 3 6 14 4 9 4 9 21 48 4 8 20 46 r 6 12 5 11 27 63 5 11 26 61 7 15 7 J 14 34 77 6 13 32 75 8 17 8 16 40 92 8 1689 10 21 10 20 48 113 9 19 46 109 36 12 24 11 23 57 133 11 22 54 129 42" 13 28 13 27 65 153 12 26 6231 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE-, AS PUBUSHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). THE TABLE ASSUMES COH-GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LAYNG CONDITIONS ARE ENCOUNTERED. pU��ffOF RESTRAINED PIPE C0omm LREQUIREMENT FOR DIP REMISED: 2-0e ENGINEERING DEPARTMENT PLATE NO.. 1011 HIE NAMU Q G SPECS 1 1 1.5' BIT. WEAR �'_�2' BIT BASE NEEHNAH-19179-0207 WITH 2" MIN. RISE OR HOPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS ' SEALANT W APPROVED EQUAL 6' THICK CONCRETE i&I BARRIER 27" COLLAR SEE DEATAIL 2109 NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH�I R-1642 OR MCI( 309 AND SHALL INCLUDE SELF SEAUNG VARIES TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE KITH TWO CONCEALED PICK HOLES BIT, BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS ;r: HOPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR - 0.2') - ADJUSTING RINGS Ad BARRIER 27' 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES, R CAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4- TO 1/2' MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL C1fIOF MANHOLE CASTING AND ADJUSTING DETAIL REvam:1-1D ENGINEERING DEPARTMENT Pure No.. 2110 FIX NAME11' ENG SPECS 2110 0 = W N 0 1" CORPORATION STOP ...... 10 z PLUGGED END WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. �C�twful I�f I�O�F� BLEED AIR �ONlue DETAIL REvlseD: z-oe ERING DEPARTMENT �� No.: ENGINE FILE NAME:G: G SPECS 1003 1003 CL PL VARIABLE FENCE 9• POSTS To i i WYE PLUGGED EN N1/8 BEND 6' PVC SDR-26 PIPE MIN. SLOPE 1/4" PER FOOT m w J 2"X2" MARKER �1/2 PIPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETEO) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). aff OF TYPICAL SANITARY C&VQ SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT FUTE No.. 200 i FILE NAME :G,ENG SPECS 001 Use MNDCT 3149.2A - Granular Borrow VARI Use Mse Filter 3r Agg. Course undo on (Pipe Foundation Material If Required) The bottom of the trench shall be shaped to fit the pie borel for at least 50% of the ou ide diameter Pipe Did. x 0.5 Min. "Diu" Denotes outside diameter of pipe NOTES 1. When existing soil conditions are not acceptable for backflll and/or compaction In the pipe zone, pipe bedding and backflll shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course Otter aggregate. /rr TCM OF PIPE BEDDING rlOM�1 IN POOR SOILS REvsrQ2-1a ENGINEERING DEPARTMENT PLATE No.: FILE WMEG SPECS 1 2201 Yw1 ~ V P� o M F - � w m U W U 0 o a a WW n 76 X ZN 0 p p y 2a, SJ' 'Nix L v`vi o� m mw rco ' o zm� O 'N W Q O T n N wof �$oN xz atairc�� o o LL�W� 0 •C Q z �Fe v a a d'J U Q 'XtlW ,S'L Limxw J a E Wa i3:oasa, V w o m�iw� z o c ova d O V 'j 3� J a Q ww '�j � mmw Qqoq<oFmm < - o zo o vim- t� rco a< mW tea:IX <a �a �t moSuO� om R P B W+t� Oa<o m araR Fki ank'-Zma ym O x10W� WK30F m NCI N yl JY R P z1O,FpR' o` po Z. o�aa x�zm�x NZ2Y _ pmpzZrcm OF z�WUrti1J u imw m W,<F Y2 mgaG'. amaa mJ mF5 �o� <rc a�}AI Qiw O Nri 466 MM< W. �30ic xmo. aff OF TYPICAL HYDRANT INSTALLATION REVISED: 3-09 ENGINEERING DEPARTMENT PLATE No.: I 1 004 FILE WME:G: ENG SPEC51004 I Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R-1981J, 16" on center. oSteps Shall be on Downstream w Side Unless Pipe Diameter is 18" or Larger All pints in manhole to haw "O'ring rubber gaskets. infi-shield external seals as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5' with inside fats of wall. Kor-n-seal required. I I • r.::::i1 Precast Inverts Must be 1/2 of Pipe Diameter and Benches SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases i" in thickness for every 4' of depth greater than 14'. NQM 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the trawled roadway a witness post and sign (MH) shall be installed next to the manhole. aff OF STANDARD MANHOLE ;R�SEI-DsENGINEERING DEPARTMENT PUTE xo.: G: NG SPECS 2101 2101 Compacted Normal Fill Material, Compacted to 95X of the Standard Proctor, Density II � m IIII� I I Vanes III I il-I i i � i I -I I I I -III -I I -I II Shaped Natural Ground to pipe NOTES: 1. When existing soil conditions are not acceptable for backflll and/or compaction in the pipe zone, pipe bedding and backflll shall be used as shown on detail plate 2201. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. Cfl'IOF PIPE BEDDING IN GOOD SOILS CHU@= RCP & DIP RIEVLSMA-10 ENGINEERING DEPARTMENT vuTE xD: 2202 TIDENAME:Q ENG SPECG 2202 rE Street PL Variable 9' 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1/4" standpipe and stationary had Water Service ^ 1"X1" Corporation Cock 1" Type 'K' Copper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and Curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" Inside diameter. 5. Saddles required on 6" DIP or smaller mains. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. on OF TYPICAL WATER BMW SERVICE REVISED: 3-as ENGINEERING DEPARTMENT Pu'r N0'` 1005 LUE WME: Q G CS 1005 Eccentric side �// of manhole /, i 4 - 1' Diu. holes In-/ manhole frame evenly spaced PLAN VIEW iTOP COVER REMOVED 1 0 w Sher 1 8' L 2"o.d.,3�"i.d. 2 req./ bolt 5/9" galvanized Ramnek bolt Or Equal Threaded Insert !' to accept a 3/4"� bolt 4 required A' Manhole cone 4" I L�reinforcing DOWN DETAIL \TIE `Neenah R-1755G frome and cover or equal with 2 concealed pick holes Manhole Steps, Neenah R1981J or equal, 16"o.c. Aluminum steps approved. "0"- Ring gasket ECCENTRIC WATERTIGHT MANHOLE aff OF WATERTIGHT CHM MANHOLE REwsEo.2 oa ENGINEERING DEPARTMENT PIATe ND.. 2105 FILE NNAE: G: ENG SECS Da D I FCompact Backfnl + + + + + + + + + + + + + + + + + + 12" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Embedment zllb + + + + + + + + + + + + + + + + a+ + + + Malarial E. + + + + + + + + + + + + + Foundation - If Required (see Note 1) "Bc Denotes outside diameter of pipe NOTES, 1. A soils En ineer will be required to determine the depth of the DDa foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. CITIOF I PIPE BEDDING FOR P.V.C. PIPE REMi5EG: 2- 0 ENGINEERING DEPARTMENT 1"". 2203 FILE WME:C ENG SPECS 220J DROP UO 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5180 provide Valve Stem Risers To Within 6" Of The Surface if The Distance ,ram op Nut Of The Valve To urface Is Greater Than 8'. TOP Adjust top to 3/4" below Tyler No. 6B6grade. 127' Box to be set to Mueller No. H-provide 12' of adjustment. Bibby -Ste -Croix No. VB Tyler No. 6860 MuellerNo. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14" Gate valve box, screw type. No. 59 is" 3 piece, 5 1/4" shaft, size No. 60 24" extended, Mueller No. 58 1e #66oxrround base No. 59 20- Bibby-Ste-Croix VB520 No. 57 9" Gate Valve Adapter. 1/4" VB521 No. 58 14" Steel With Protective VB522 No. 59 20" Coating. 1/2' Rubber VB523 No. 60 26' Gasket Installed Between The Gate Valve And Gate Valve Adapter. BOTTOM Tyler No. 6860 65" Mueller No, H-10361 65" Mueller or American Bibby -Ste -Croix No. VB516 60' Flow Control 60 Resillant Wedge Valve Conforming to AWWA Valve and Box to be C-515-80 Standards plastic wrapped per With All Stainless BASE section 2.03a Steel Nuts & Bolts. 18"X18"X8" Concrete Block CM of TYPICAL GATE VALVE CI AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT Pua Na 1006 WILE NAME:Q G SPECS 1008 ONE EXTRA BAR IN BOTTOM A A 27' TWO EXTRA BAR IN BOTTOM PLAN OF COVER i COVER DIA. E K MANHOLE DIA. SECTION A -A CIfIOF MANHOLE CHAMM TOP SLAB 0 REwseG:I-w ENGINEERING DEPARTMENT 1 -7 Pu1E No.: 2108 VILE NAME: G: ENG SPECS 2106 COVER RE IRMENTS MANHOLE COVER HEIGHT OF BOTTOM TOP DIAMETER DIAMETER SECTION T K BARS BARS 4B 11 LBS. 6 6 NO. Sm 6 54 2000 LBS. 8 6 N0. 50 6 60 7 ' 2525 LBS. 8 7 NO. 50 4 N0. 30 6 86 79 3105 LBS. 8 7 NO. 50 4 NO. 30 6 72 3740 LBS. 8 NO. 4 O 6 78 4403 LBS. 6 N0. 50 4 N0. 30 4 84 5710 LBS. 8 9 N0. 50 4 NO. 30 4 90 5840 LBS. e 9 NO. 50 4 NO. 30 4 96 6680 LBS. 8 9 NO. 50 4 NO. 30 4 102 7450 LBS. B 9 NO. 50 4 NO. 30 4 MINIMUM 6" OF - COMPACTED SAND 3• STYROFOAM INSULA110N TRAN9TION TO SPECIFIED � ONE PIPE LENGTH DEPTH (TWICALI. INSTALL VERMC BENDS WITH MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER NOTE INSUTATIOM AND COMPACTED SAND SHALL EXTEND 12" rAST OUTSIDE OF PIPE INSILADIXI SHALL OVER LAP AT MINTS BY MIN. CF 12 MIOF WATERMAIN / STORM SEWER awsm CROSSING REVISED:1-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 109209-DTLS.DWG (DTLS1) CWMENGINPFRS I.ANDPLANNFRS LANDSURNEYORS LANDSCAPEARCH177x75 1914 2422 Enterprise Drive (651) 681-9488 Mendota Heights, MN 55120 www one6ren .tom P g• 1;� bb 2008 Pioneer Engineering MINIMUM 6" OF - COMPACTED SAND 3• STYROFOAM INSULA110N TRAN9TION TO SPECIFIED � ONE PIPE LENGTH DEPTH (TWICALI. INSTALL VERMC BENDS WITH MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER NOTE INSUTATIOM AND COMPACTED SAND SHALL EXTEND 12" rAST OUTSIDE OF PIPE INSILADIXI SHALL OVER LAP AT MINTS BY MIN. CF 12 MIOF WATERMAIN / STORM SEWER awsm CROSSING REVISED:1-10 PLATE NO.: ENGINEERING DEPARTMENT 2204 FILE NAME: G: ENG SPECS 109209-DTLS.DWG (DTLS1) CWMENGINPFRS I.ANDPLANNFRS LANDSURNEYORS LANDSCAPEARCH177x75 1914 2422 Enterprise Drive (651) 681-9488 Mendota Heights, MN 55120 www one6ren .tom P g• 1;� bb 2008 Pioneer Engineering FINAL GRADE NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12'. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - Is 5' 5' 6' 3' aff of INSULATION DETAIL REOISED: 1-10 RATE NO.: ENGINEERING DEPARTMENT 2205 FILE NAME: G: ENC SPECS 2205 107 F N ot CATCH BASIN IN RADIUS I 10 SURMOUNTABLE TRANSITION CURB &GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6' height 2'drop 10' long transitional height curbing' � 4' height 7' r Z. FtY T MNDOT 8618 CONE C & G SURMOUNTABLE C & G SECTION A -A C[l'f OF TYPICAL CURB mom RADIUS aensm: t-to ENGINEERING DEPARTMENT Pu1E No.: FILE NAME:G ENG SPECS 5204 52D4 SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFICATIONS AND STANDARDS DESIGN LOADS ws: YWIYAr.>a6.Y/®mY vet mlmN wtorHr . IrwNr . VA Aws ewsnr ...etc _ 01.1-«. uan . WA H CfR lY]d M1FA now MR (1Mp411Y,E FT R1fA) CIA) .. ]' . uaollw IA£w'IaI w,R srs or, is It. . MODELJCG23 RECTOR PLATE OtFLOW 1 - CENTER OF FILTER M NERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY \ rCURB CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. C[FIOF CATCH BASIN SEDIMENT TRAP * M� I LSD' 1-10 ENGINEERING DEPARTMENT 5302A FILE NAME G ENG SPECS 5302A PISNEERneering NOTE: 1- V Grate Shown 2- VS Grate Shown shall be used at all low points. 0 •I Face of Curb ® �+ Direction of Flow PLAN Catchbosin casting and grate Neenah R3067-V or equal Grate to be 2' below 3' radius curb box. gutter grade. 5' transition curb on each aide of catchbasin. Precast concrete HOPE adjusting rings. g Top of Curb Varies Minimum of 2-2'� 6 1/2' maximum of 5-2 Varies concrete ad usment 24" x 36' rings allowed with i/4' Precast 5. '3 minimum to 1/2 bed of mortar between each and a 6' thick concrete collar 3' Grout on the outside. 6'Min. base Doghouses shall be grouted on both the Inside and outside. SECTION NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CM OF STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR REVISED: 1-10 ENGINEERING DEPARTMENT PUTS No.. 3101 FILE NAME, G: ENG SPECS 3101 Z VARIABLEec O be 0 HYDRANT VALVE BOX VARIES 5'-6' (SEE PLANS) 1/4' PER FT. SLOPE TO ROADWAY CURB 4' CUSS 5 BASE 2' 3' 2.5' Min. CONCRETE SEE NOTES 1 & 3 NO 1. TYPICAL 6' THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CfffOF CONCRETE SIDEWALK REVBED,, 1-10 PULE NO.: ENGINEERING DEPARTMENT 5214 tTLE NAME: C: DIG SPECS 521♦ SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS MAINTAIN A Is near SUmER LOT 1 ' NiRFic[ wCTE1 ai wiT61NI ✓BETWEEN EDGE al' WATER ANp MSTUR® SOUL eaP T�.a r axon 1 SINE LOT 2 �NO�) LOT 3 I WTT PENCE 2 .FNmN sLT rENIE REECaIi 4LT rF]10E WTT2- l N" S AT PROPERTY LINE PROPERTY .1 ;.,7 LMI-the I1 I rotl. wIawks.RODE EULM wAEsav �—CURB & GUTTER I °wow SLT POku `STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edged. Note that sediment controls need to provide canleinmant by turning perimeter controls upelope-into property. • Perimeter controls can include mulch eacks, mulch berms and/or slit fence. EROSION CONTROL • Topsol-Site has a minimum of 4-6 Inches of topsoll. • Construction entrance-1 to 2' dean crushed rock at a depth of 6 inches. • House Reef Perimeter -Straw mulch at 2 inched deep around house directly below roof line. If house has rain gutters. downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. . Swales-Need check dome if slope is 4:1 or greater. C[FIOF EROSION CONTROL FOR MULTIFAMILY LOTS (TYP.) * awn= REvlsm: z-to ENGINEERING DEPARTMENT Pu'E "a 5302C FILE NMIE: G: ENC SPECS 5302C 6' Cone. collar PLAN SECTION 24'X36" slab opening for Neenah R3067-V or equal I- V Grate shown 2- VB Grates shall be used at all law points. Neenah R3067-V costing and grate or equal. / Minimum of 2 maximum of 5-2' concrete adjustment rings with full beds of mortar. �—Precast concrete orHOPE adjusting rings. - 6' precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to haw "0" ring rubber gaskets. Precast concrete section NOTES: 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps approved. Minimum slab thickness, 6' for 14' depth. Increase thickness 1' for each 4' of depth greater than 14'. and reinforce with 6'x5' 10/10 mesh. Grout bottom of manhole to 1/2 diameter at pipe and slope grout 2' toward Invert, aff OF TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3102 FILE NAMED ENG SPECS 3102 CITY PROJECT NO. CITY OF CHANHASSEN SEWER, WATER OR OCINBINATOM SERVICE (CIRCLE ME) Street Name Lot — Blai Addition Name SEDER: Downstream Manhole No. Sta. at P.L. from Downstream Manhole_+__ Elevation at C.L. of Sewer Main Distance from Sewer Main to Cleanout__ % of Grade for Service to be installed Length, Size and Type of Service Pipe Depth at P.L. Distance Sewer Main to Riser + Riser Height WATER: Downstream Manhole No. Sta. at P.L. from Downstream Manhole_+ Length, Size and Type of Service Pipe Depth at P.L. Curb Stop Carver Co. Coordinates: X Y Z ❑ Check if Sewer Service Riser Installed i-Denotes Sewer Service End ®-Denotes Water Serdce End (SHOW SKETCH WTH TIES HERE) Contrettcr fmamdn Ter by m e Lom[m and Depth of sewn Cortese by us. real be awka V. of not more than Too in anath be. tM Pdnb add wwll be um to Permanent awcturoo dudr oo bu1h kg comes rdvd based. methods com1 hooka hydni wn Pea to tress, Power "as. ProP.rtr trevhet...twty boa. will not Ir acoyt.e 1 a andet .waver.. nat a Hb wNo aff OF STANDARD SERVICE TIE CARD REVISED: 1-10 ENGINEERING DEPARTMENT "ATE No.. 5221 FlL£ NAME: G:\ENG\SPECS\5221 I• a. 1 .. •III.11�I 11111.111, 111111111111111 Irrrrr11r 11111 r: e 111r r. 111111. r• �I.Ir1-r.1111..-I-•. � III L. 1111.1-•: `STREET ENTRANCE STORM SEWER INLET WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by tuming perimeter controls upeGpe-into property. • Perimeter controls con Include mulch socks, mulch berms and/or silt fence. EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance-1 to 2' clean crushed rock at a depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need fiber blankets and temporary or permanent seeding. • Swales-Need blankets over the final 200'. • Swales-Need check dams if slope is 4:1 or greater. MOF EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE REVISED; 2-10 ENGINEERING DEPARTMENT nME red.. FILE NV.fEG: ENG SPECS S302F 5302E NEENAH R-4342 MALE OR APPROVED EQUAL CONC. ADASTNG RINGS (2-) MIN. 2 MAX. 4 MIN. 1/4' MORTAR BETWEEN CASTING, RINGS 4: STRUCTURE. Mg1TAR SHALL MEET MI SPEC 2501 ]1' 1-NOTE 2YMA REINFORCING TO CMISISr OF 5• /4 BARS AT B• O.C. Berri WAYS a§2 sAw­< OR LS TO BE CONC. SEWERBLOCK s cm PRE -CAST OPENING AS RFOUIRED CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 CMOF CATCH BASIN Caw 27" DIAMETER REWSE0:1-10 PLATE NO.: FILE NWEG: G SPECS ]103 ENGINEERING DEPARTMENT 3103 5 FT. MN. LENGn1 POST 5 FT. MIN. LENGTH POST AT a Fr. MAX SPACING m9mxT AT 6 FT. MAX SPACING PLASTIC ➢P TIES CEgTEXPLE FABRIC �]6 WDE (ISC PNM WIDE AN (so W. TENSLE) IN TOP 8" I.BLOCATED TAMPEDPRE COMPACIRON ZONERAI SalpWFLOW'MIrv. FI3 s� n MACHINE SLICE B' - 12" DEPTH v o. SILT FENCE, HEAVY DUTY 1 2 SILT FENCE, MACHINE SLICED FABRIC N aW F« 2D 0? Iva 5' mw N. SILT FENCE, PREASSEMBLEDUO BACKFILL SLOPE GRADE MAX LENGTH Z ESSS zAN Y% 100 FEET 5 -10% 50 FEET NOTFa. 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS SOURCE 20DE GREATER THAN 20% 15 FEET SEMI SPECS M73 & 3e86. LOCATION OF SILT FENCE t To Protect Arco From sheet now FOR SEDIMENT CONTROL 2 Maximum Contributing Area: 1 Acre SLOPE 'JARIAOF BLE SILT FENCE NEAR TOE 0, 1:6— SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL aff of SILT 'FENCE REVIsrG I-1n ENGINEERING DEPARTMENT PLATE Na. 5300 FILE NAMED ENC SPECS 5300 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2"X4"X 3' LONG WOOD POSTS, 8 REO'D--7 NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6- BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS -- MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF BOX r FABRIC -BURY :R ROCK TO PREVENT UNDERWASHINC 2' WASHED ROCK 1' DEEP X 2' WADE CfffOF SILT BOX SEDIMENT TRAP RensEm 1-1oDIENGINEERING DEPARTMENT 5302G No.: HIM NAME:GG SPECS 53o2A rmou tt yyle Curb & Gutter to be transitioned into a �6�8 type at catchbosin. a. < A tip �> qq��TTEE to be depressed q ye Ni below design e. below design gutter Qsh grade. Neenah R-3oints. shall be used lot all law points. Surmountable Concrete Curb & Gutter 2-#4-60"Lang Reban Each way ISOMETRIC o caN� Te " C -R 0 5' Min. Transition 5' Min. Transition of 2' w Curb w Design gutter line grade 2-/4-60' LONG Reborn Each way Frame & Casting SECTION A -A No Scale CURB CONSTRUCTION AT CATCH BASIN REmseD:1-10 ENGINEERING DEPARTMENT Pure NO 3106 FILE NAME:G ENG SPECS 3106 1'-2' CLEAN CRUSHED ROCK d 6'NIN.DEPTH FOR ROCK �l ���P 10'MIN.DEPTH FOR WOODCHIPS N R�., Cy7gS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. aff OF ROCK CONSTRUCTION u➢Muel]LYrll ENTRANCE REMSED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 5301 FILE NAMEG: ENC SPECS 6301 P PLAN TO KEEP �NERTIN ATTACHMENT 10 MIL PLASTIC UNINI P STONE[ 2'-3' CLEAN STONE IY tY Lwt SECTION A —A NOTES- 1) LOCATION OF THE WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT IT MUST BE SHOWN ON THE PLANS AND SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION. THIS WASHOUT AREA SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) THE WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES 4) THE WASHOUT AREA MUST BE SELF CONTAINED AND WATER TIGHT. aff OF I CONCRETE WASHOUT AREA Rensm: t-1D ENGINEERING DEPARTMENT PUTS No.. 5304 RU NAMED ENG SPECB SYT4 6' 1 Distance to Ct. variable 1 /2'r 3'r Top Bituminous Material /2'r m slope 3 4' e ft n � 8'• 18' MnDOT B61B Concrete Curb and Gutter 16:,1 Distance to variable 1/2•r I I 3^r 1�2,•r Top Bituminous Material 5 slope r� 3 4^ Pef MnDOT B612 Concrete Curb and Gutter M '.. .., IN \ 8^ J.�0 12 Ta Oss Only with Primta Driveways, Parking Lots, or Medians. 28'R 12'R 16" Top Bituminous Material 6B'R N •t ..1/2 o • 17 1/2- 10 1/2' Surmountable Concrete Curb and Gutter 28' 4' 4' 1/8"r Bituminous Surface Bituminous Curb T 6' Shoe Fanned ATYPICAL CURB = AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT PLATE ND.: 5203 FILE NAME G ENG SPECS 5203 1' DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONORLAMENT, 36' WAD. FASTENED TO STEEL T-I WITH 3 (SOLB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SLICED) RUNOFF 4' MINIMUM FILTERED WATER SECTION A —A WITH 4" 12" 0101 OFFROAD CATCHBASIN FILTER BARRIER REVISED: 2-10 ENGINEERING DEPARTMENT PLATE No.. FILE SAME: G: ENG SPECS 5302 5302 109209-DTLS.DWG (DTLS2) CTVILENGTNEERS LANDPIANNFR LANDSURVEYORS LANDSCAFEARCED'IECIS 2422 Enterprise Drive Fax(651) 681-9484 Mendota Heights, MN 55120 lone ren .cam 8 1Nww.pioneereng.com © 2008 Pioneer Engineering LEGEND EXISTING PROPOSED DESCRIPTION ® CATCH BASIN O • MANHOLE D ® FLARED END ® BEEHIVE - - - EXISTING STORM SEWER « PROPOSED STORM SEWER PHASE LINE - - - - EASEMENT LINE - 902 - EXISTING 2' CONTOUR LINE 900 EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWT 987.0 POND OUTLET LINE ----RW`=900a2 --- POND HIGH WATER LINE 8x3 PROPOSED SPOT ELEVATION EOF -0- -IN- -NI OVERFLOW • • • • • ••. STANDARD EROSION CONTROL 0 0 0 0 1 HEAVY-DUTY EROSION CONTROL WALL PROPOSED/EX. RET WALLS - =- EX. OVERHEAD UTILITY LINES tv tv - EX. UNDERGROUND TELEVISION -tel tel EX. UNDERGROUND TELEPHONE fo fo - EX. FIBER OPTIC LINE -ue ue- EX. ELECTRIC LINE - 9 9 - EX. UNDERGROUND GAS - X X - EX. FENCE LINE EX. SANITARY OR STORM MH N EX. GATE VALVE �P EX. HYDRANT EX. CULVERT -� EX. UTILITY POLE D.T EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE BITUMINOUS PATH CENTERLINE CURB LINE _ CONCRETE WALK --- - - - SETBACK LINE RIBBON CURB EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE CONCRETE SURFACE SELECT BACKFILL MATERIAL GRAVEL CONST. ENTRANCE FIBER BLANKET 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 PISNEERneeHng C1VTLENG1NEERS LANOPLANN LANDSURVEYORS LANDSCAPEARCHI7FL IS 1 2422 Enterprise Drive (Fax: 681-9484 Mendota Heights, MN 55120 Fax: re g.com � www.pioneereng.com \v LAKE RI oDRIVE //� ' BUILOWG jr, r -�Z CD =881.1 E HYL0 �_ 6 r � ����I��/ i • � tl�f . • • _T- i Z 90-*�- �y co 8 S �S ;4 �a "I 875 B9. 93p G 7 O o>0 z \ '\_ DICEY`.... _ S ou 'I 5 97.0 s> T08.5 OCK CONSTRUCTION p W:.9. ENTRANCE e. 00.0 D \ TW. 06.0' of S G1 ft O• p • •� i - x EQf < TW:06.0 Lim v4.0'j 0z ROCK CONSTRUCTION ( `, • ' ° �� `� BW b3 ENTRANCE o ' ' %• o R R R 30 VARIES 30' SETBACK VARIES SETBACK R (TYP.) i (TYP.) FINISHED GRADE GRADING GRADE SACLO RWO FINISHED GRADE GRADING GRADE 10' o 10' 0.5' TOPSOIL 10' 0 I RE -SPREAD 10I � 0.5' TOPSOIL 1.0' HOLD 1 _ RE SPREAD DOWN 2.s SLAB ON GRADE g g' HOLD 0 "7.3' DOWN (TYPICAL SECTION NOT TO SCALE) BASEMENT FLOOR RAMBLER WALKOUT R 30' VARIES (TYPICAL SECTION NOT TO SCALE) SETBACK R (TYP.) FINISHED GRADE RLO GRADING GRADE 1p' ----lo -o-------- 'r v1M 0.5' TOPSOIL rRE-SPREAD HOLD o 6.8 DOWN *7.3' BASEMENT FLOOR RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) tl°O G ci \ \ TV: 09.0 Fri BW: 1.5 D , O o o O co \ \ \ \ o INSTALL INLET ~ 90 0; n \ PROTECTION pd !v ��0 } iW 10.0 D C / Coo < BW: 02.0 2 e \ \ N TW: 09.0 / \ INLE PROTECTII �. \ `" 0 p TW12.0 r2r a � TW:12.0 \�� BW: 01.0 � •, 5 .o TV, 04.0 BW:01.0 � 10 L x � 'I Z �\ \ x alp 4" TOPSOIL & SEED (TYP)- MNDOT B612 J CONCRETE CURB & GUTTER TYPICAL SECTION PRIVATE ROAD 24' OR 20' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" SELECT GRANULAR SUBBASE (MNDOT 3149.2 B2) SURMOUNTABLE CONCRETE CURB & GUTTER EROSION CONTROL NOTES TOPSOIL MULCHING ALL DISTURBED AREAS SHALLAVEPLAA MINIMUM MULCH SHALL BE MnDOT TYPE 1. INCES TOPSOIL OF SIXSTRAW SHOULD BE SPREAD UNIFORMLY AT A SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE INLET PROTECTION PLACE WITHIN THE FOLLOWING TIME FRAMES: ALL STORM SEWER INLETS SHALL HAVE INLET - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS PROTECTION UNTIL FINAL STABILIZATION. - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS SILT FENCE - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS SILT FENCE SHALL BE MAINTAINED UNTIL FINAL INSTALL WOOD FIBER BLANKET ON ALL STABILIZATION. SLOPES 3:1 OR GREATER. REMOVE SILT FENCE AFTER FINAL STABILIZATION AND PRIOR TO FINAL ACCEPTANCE. 109209-GR.DWG ■ © 2010 Pioneer Engineering A PI$NEERnee-ring REMOVE EXISTING RETAINING WALL AS NEEDED CA o B612 CURB AND GUTTER 109209-SrrE.DWG C[VR.ENGDIFFR.S LANDPLANNERS LANDSURV QRS LANDSCAPEARGirIFL1S 2422 Enterprise Drive (651) 681-1914 Fax:681-9488 Mendota Heights, MN 55120 Www.pioneereng.com © 2010 Pioneer Engineering LEGEND LVIW MCA DOCIIRA alW u:A�uM o • __— WO. v avY --- M voiWL Ewa. ,o'D [K _ �• Mwm[nr u�.ni[or� .. --uY .IIVDID/Ct 4r iuYa PWPI iQ 11110.,YR fa,nnr ll[ ^ I� aw.wn • [.. unx [.pXMn YUK n. auwr Q Mwl i.a — F— N n. Dwnr.0 unur.Iw —1�— — n. YKnpIgMD ,Lux9T —Y— YMIpIWIgM R[RYJI[ —p— n rRn VR n[ La [IL[AC YR —u—e— a, Lwno.a.•oa • [t n[CTXi [W D 0. 6[CR[ LA O [t mavaox ao. anururr,u n Iwnr ra[ • n. for Xa[ M,X _1 =7 .p IM �,[n.a urr ...a. .,........... LAKESIDE 4TH ADDITION GRADING, UTILITY & STREET CONSTRUCTION PLANS CHANHASSEN, MINNESOTA \ \ \ 1 \ \ \ \ \ I Y \ \ SHEEP INDLX 1. COVER SHEEP 2. SANITARY & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. CITY DETAILS 6. CITY DETAILS 01. GRADING & EROSION CONTROL S1. SITE PLAN CITY OF CHANHASSFn� RECEIVED JUL 0 9 2010 CHANHASSEN PLAWNING DEPJ BENCHMARK nT Ipi X1rI1Mi OI XIRN 6 R L1YNI CAarMD MI IOa r6i fOlMG110.Y R M MRI[p$M1 V W¢ �*LWM NalVNO. LnAwr�rrwMr u a awaur �r � a uXL Ux IInN MAP SCANNED w f1mva� I - �� / , | 47Z-711 || , �|! z.& � : § § § ■ § § E E®i�! 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MI11I 0. �g i 7500 West 78,h Street Edina, MN 55439 (952) 947-3000 fax (952) 947-3030 Thursday, July 01, 2010 Mr. Robert Generous City Of Chanhassen 7700 Market Blvd PO Box 147 Chanhassen, MN Subject: Final Plat Submittal Lakeside 4`s Addition- Revision dated 7-1-10 RE: Lakeside 40'Addition Dear Bob, Attached for your review are the below listed documents as part of our Final Plat development review application for the above referenced project: 1) Revised Civil Plans dated 7-1-10 including: coversheet, sanitary & watermain, storm sewer, street construction, city details, grading & erosion control plan and site plan (3 full size sets) 2) Final Plat (5) Full-size copies & (1) disk w/digital format 3) Set of above documents in 8.5 x 11" size 4) Copy of `Before & After" schematic showing rotation of building at Block 3, Lot 5-6. We look forward to working with you on this project; please contact me with any questions. & Design CITY Op CHANHASSEN RECEIVED JUL 0 1 2010 CHANHASSEN PLANNING DEFT B�Q 2008 Recipie., MN Builder Ircense # 1220 w .RonClark.com SCANNED c. ,- 4 ` i i� A. �� � �9`� ' :. � qq � 4 ��� i r �; ��fi9�� a � . - ` ... { � _e s n . v i4 `; rf+ �• � x' �.�, . ».: :h�. ' �G LAKESIDE ENTRANCE & CENTRAL PARK The beautiful landscape of Lakeside is a work of art in itself. The dramatic waterfalls of the [Hain entrance and the central park are the cornerstones of the landscape plan that sets the lone of beauty and the quality of Lakeside. The central park, loaded with lush landscape, has over 1,000 feet of stream bed that offers soothing sounds and ambiance to the winding trail and to the bridge that crosses the park. LAKESIDE CLUBHOUSE Elegant and spacious, with specusculai lake views, the Lakeside community clubhouse is a great place to entertain, catch a workout or just relax poolside with your family and Giends. From a small intimate gathering 10 an elegant hill xervire diningexperience from the acdainted stall' at Bearp:hh, you will And the Lakeside Clubhouse a first class fatili- cy designed especially for you. LAKESIDE BEACH & PARK Its your choice: fish, ski or spend the day soaking up the sun on beautiful Riley Lake. Lakeside residents have exclusive use of association owned and maintained watercraft docked just steps from your home. 'lhe beautiful Lakeside park has over 1,300 feet of shoreline in a majestic seuing of hm'dwuud forest, gardens and white sand beaches. Lakeside tales care of it all so you don't have to. It's your l:d.e place. Enjoy. DIRECTIONS From Eden Prairie: West on Pioneer Tmil to the wesiern edge of liearpath GVCC and turn tight (north) on to Riley Lake Road, proceed 1.5 miles to lakeside. From Hwy 5 in Chanhassen: go south on Hwy 101 for 2 miles to Lyman 6ouiewrd, tum left (east) 1/2 mile to lakeside. LAKESIDE Z— z 0 0 Z el r- Y z 0 n Ma ET fova,- n u R a p L 'Una i /I V z I LAKESIDE CHANH In Mi 471171,11WI [01111 Ill, I lffl� NIN Ron Clark Construction and Design W111FIENASSOCIAILS, rP� e MN ROIL Clark Construction and Design Wl11I'l IN ASSOCIAI I.S, Um KESIDE, CHANHASSEN, MN ROIL Clark Construction and Design Wt irrrLN ASSOCIAi i:5, we Search Recipe Feeds G? Recipes � Content emaa Recipes I Advanced search Home My Home Tools Meal Planning Nutrition a Healthy living Recipes & Meal Ideas En Espariol Bldg Register Sign In Tell a friend Prim Recipe: 4xx¢'A I EuNPage Add to Meal Planner Egg Bake Contributed By: dumbdily laud, Best egg bake recipe I have toed. You'll love it. Good Easter Breakfast meal. Ingredients 2112 cups Seasoned croutons 2 cups Shredded cheese 11 pound Sausage (like Jimmy Dean, that comes in a tube.) MD( TOGETHER: 2112 cups Milk 4Or more eggs 14 by Ground mustard 1 can Cream of Mushroom SaW 112 cup Milk Add to Cookbook Add to Shopping list '3r Read/Add Comments Rate This Recipe Soul overr a amply a.R to nd. 3 ratings Add aRecipe Comment O SHARE f Preparation Barren and dram sausage. In 13 x 9 pan layer croutons, cheese, and sausage. Mx/088t eggs, milk (2-1/2 cup) mustard. Pour over crouton mixture and refrigerate overnight In AM met soup with 1/2 cup milk and spoon on lap. Bake at 300] 1-112 her. Recipe Comments There am no comments on Bas recipe. Olick Hem to add a comment. O 2010 Meals Matter I Rjyawy. Tears and Cghtliaons I Conte, Us I Site Map I Aft W I Pr%%s Room Reciue Feeds Recipe Details Total Preparation Time: 15 to 30 minutes Actual Cooking Time: 15 to 30 minutes Number of Servings: Single Origin: Amended Special Features: Quick to Repave (under 30 minmes) Kids can help make 4 Make Metal Meal Type: Breakfast & Brunch r � ems,, _ '' w,•, bp � T AF u 4J � P 4 RonClark Construction & Design IDE, CHANHASSEN, MN Ron Clark Construction and Desiqn WHITEN ASSOCIATES, INC. TIP V f . V B; //LE ../. rIA i%R� �_._�_■_ i/ice%: i /Y E. CHANHASSEN, MN Ron Clark Construction and Design WI-111 1 EN ASSOCIA I ES, INC. i LAKESIDE, CHANHASSEN, MN Ron Cld rk Construction and Design W[II'TTEN ASSOCIATES, ES, INC. LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design WHITTEN ASSOCIATES, INC. LAKESIDE, CHANHASSLN, MN Ron Clark Construction and Design Wrl IITTFN ASSOCIATES, INC. 1 R l��t ; �'i:,., ill■li� I r� Y r LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design W1111 1 IN AssociAlLs, 4 10 * 41 AN Iv-z Alk NEW. 1 A- RonClark Construction & Design PROJECT DATA: 22 TOTAL UNITS: 10 - 30' wide units paired as Twin Homes; Raised Rambler Walkouts and Lookouts. 1800- 2500 sq. ft., 2 car garage Master Bedroom/ optional 2nd Bedroom on the Main Level. 1-2 Bedrooms and Family Room on the Lower Level 6 -32' wide units paired as Twin Homes; Rambler Lookouts and Walkouts. 1350-2650 sq.ft., 2 car garage Master Bedroom/ optional 2nd Bedroom on the Main Level. 1-2 Bedrooms with a Family room on the Lower Level. 6 -36' wide units paired as Twin Homes; Rambler Walkouts. 1850- 3000 sq.ft., 2 car garage Master Bedroom/ optional 2nd Bedroom on the Main Level 1-2 Bedrooms on the Lower Level. ARCHITECTURE: EXTERIOR: Style: Two Architectural styles are being considered shown in the elevations, both incorporate elements from the existing Clubhouse and compliment the existing lakeside Community. One or both may be selected as the final design. Materials: The main body of all Twin Homes will be of Premium Vinyl lap and shake siding. The window and door trim will be a cement board product applied to all elevations. Soffit and Fascia will be aluminum with the color to match the trim. Roofing will be an "Architectural Series" 30 year shingles. Color: There are planned to be 3 Color Palettes with the colors influenced by the existing Clubhouse, dominated by dark earth tones. The 3 palettes will be mixed throughout the 22 Twin Homes so that adjacent Twin Homes will not be of the same color palette. �NI `S:lI.VI�OSS� N7_H_Il �/� u61saQ pug uoiqun_iisuo:) >ijel:) Uo�j `N3SSt/HNVHD QISINV I I h'. fl i LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design WI IITTEN ASSOCIATES, INC. w in a LAKESIDE, CHANHASSEN, MN Ron Clark construction and Design. WHITTEN ASSOCIATES, INC. .,.!!Jam ewe 1 1 --� ii1111111-1 AlIll ' A�� 1� I,1 ■■ '.1� �\ N ���i 1�n I" AN �'n '1� a„I I ee a /.O �ummmmn�uu!"ili�ilunnmiulINIIIII!llI11IIllIIIIIIII!!!1lllllflll .I� . LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design `1VHITFEN Assomns. INC. I h; LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design WHITTEN ASSOCIATES, INC. 4wsmmj LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design WI IITTEN ASSOCIATES, INC. —'.t, — , %1 �!_ � / "'[%1/s" "'I��lm .11 l mlI �C I "I ' "t,, 'I'�"�"'. � �/�!/r f i — f.�r rrji r- LAKESIDE, CHANHASSEN, MN Ron Clark Construction and Design WF-IITTEN ASSOCIATES, INC. LAKESIDE PUD AMENDMENT PLANS CHANHASSEN, MINNESOTA LEGEND EXISTING PROPOSED OESCRIPRON 0 0 CATCH BASIN O 0 MANHOLE > ► F RED ENO ® 6 BEEHIVE —�< EXISTING STORM SEWER -------- PROPOSED STORM SW ✓• I• I• I• PHASE UNE - - - - - EASEIAETR LINE -- -- EXISTING d CONTOUR UNE --�'�-- EXISTING 10' CONTOUR UNE PROPOSED 2' CONTOUR UNE PROPOSED 10' CONTOUR UNE POND WTLET UNE -"—��3—'-- POND HIGH WATER UNE e _ PROPOSED SPOT ELEVATION CIE i y 1 EMERGENCY OVERFLOW •••••••••••••••• STANDARD EROSION CONTROL E • E HEAW-DUTY EROSION CONTROL PROPOSED/EX. RET WALLS EX. OVERHEAD UTILITY UNES —tv—tV— EX. UNDERGROUND TELEVISION —tm—W— EX. 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Lw�•+a 1 rwYq i OI i 7 ��'�V �� V�w� �� w9 i.•\ A+i >w+! - +WI wl KN ,2E - i111 1-d 4M NawN Mq i •wY41w.!\ Wrt A.PL ww+wA (Ml Ht 1ci v i w i ..lw� • wle�r � ..Iw�w a w� r ro l...i •.w.1 wV N 1 � rl� ro w•.e .ti wwwi ro ro 1�.>�i •w� MWI WL !PN .OE - iFMI +Md A" d1i�^N suolloDl3paoS luold LAKESIDE PUD AMENDMENT PLANS CHANHASSEN, MINNESOTA LEGEND EXISTING PROPOSED DESCRIPTION INA ® CATCH BASIN O • MANHOLE D ® FLARED END 0 ® BEEHIVE �< EXISTING STORM SEWER —« PROPOSED STORM SEWER ® ® ® PHASE LINE EASEMENT LINE — — - — EXISTING 2' CONTOUR LINE EXISTING 10' CONTOUR LINE --= ="--- PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWL-987.0 POND OUTLET LINE HWL_900.2 _ _ — POND HIGH WATER LINE ex3 PROPOSED SPOT ELEVATION EOF ♦ ♦ ♦ EMERGENCY OVERFLOW ••• . STANDARD EROSION CONTROL 1 0; 0; I; I; 0 1 HEAVY—DUTY EROSION CONTROL m000aoo ,wALL PROPOSED/EX. RET WALLS oh oh EX. OVERHEAD UTILITY LINES tv — EX. UNDERGROUND TELEVISION — tv —tel tel— EX. UNDERGROUND TELEPHONE — fo fo — EX. FIBER OPTIC LINE —ue ue— EX. ELECTRIC LINE — 9 9 — EX. UNDERGROUND GAS — X X — EX. FENCE LINE 0 EX. SANITARY OR STORM MH N EX. GATE VALVE EX. HYDRANT EX. CULVERT —�— EX. UTILITY POLE EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT—OF—WAY LINE D IUMINOUS PATH �CENTERLINE CURB LINE ~ —CONCRETE WALK — SETBACK LINE 4 RIBBON CURB EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE CONCRETE SURFACE SELECT BACKFILL MATERIAL aaoa-Qii'��p 8Qa08 o�o�000co"n9a�000a GRAVEL CONST. ENTRANCE a k` y FIBER BLANKET The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a possible use of the properties, and are subject to change, no representation or warranty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of any kind or character, expressed or implied, with respect to the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to the recorded final plot. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or and use changes for any part(s) of the properties. Subject to City and all Government approvals PISNEERengineering D C 0 O F_ 7 n C C F7 I I I I i SHEET INDEX 1. COVER SHEET 2. PRELIMINARY PLAT 3. SITE & UTILITY PLAN 4. GRADING PLAN 5. LANDSCAPE PLAN LOCATION MAP NO SCALE 0 50 100 200 GRAPHIC SCALE IN FEET CITY OF CHANHASSEN RECEIVED FEB 2 6 2010 CHANHASSEN PLACNING DEPT 109209-COVER.dwg CMLE.NCINEERS LANDPLANNERS LANDSaRVEYORS LANDSCAPE ARCNnEM 1914 2422 Enterprise Drive (Fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.c m B www.pioneereng.com © 2008 Pioneer Engineering © 20I0 Pioneer Engineering I*: PI$NEERengineering J ri •rye, '/jh''< REMOVE EXISTING RETAINING WALL I AS NEEDED to ? a RE�09.89T > o r \ \ \ .\ I \\ 3 RE 9 +S IN 4L 4.. \ . \\ `�\ `\ \ \ \ \ \ \\ \ ^��\ 4 \ FY \\ UTILITY PLAN \ 1. 4" PVC SANITARY SERVICE 2. 1" COPPER WATER SERVICE 3. PIPE INVERTS BASED ON LAKESIDE CONSTRUCTION PLANS GRAPHIC SCALE IN FEET . STM CB v / J I \ gyp`• �� �> �� "� P9BOIL dVr — ? tt7 -- / %'` l /2 1'470 -� 1 6 - s- 8 -- OUTLOT - _ II IN o. -7 r I Q( CURR—ANp.\ IY \\ , 00 25. \ eel o i� ' x ---- ---- \ 2 0 0 OUTLOT \ IN,\ \ ,7 O 3 z+oo z+ A f h• I \ \ I, , \ \ 4.\ \ ems. 30 3 C SITE PLAN 0 25 50 100 GRAPHIC SCALE IN FEET x 'v J TJ B612 CURB AND GUTTER x C7 C7 xo x 109209 PRE SITE ■ CfVILENGIT*.FMS cawn.ANNrxS LAw S[IB OHS LMDSCAP CHTTMS 2422 Enterprise Drive (651)681-1914 Heights, MN 55120 Fax: 681-9488 Mendota Hei � www.pioneerereng.cong.com © 2009 Pioneer &Wne=g ♦ )7 r\RI`V LjBU7LD7ryG ` I I 0 25 50 1C cx,STN BUILDING I GRAPHIC SCALE IN FEET r _ _—e6t ✓ / Ir 8B.0 ~•--.ate': is Ii _ ! W CPA • Is i I \ `: ', D4 l._ / �Y( 7 F T ' - � /tau• — ' r. - .. . =­wlwl 6"Mn1.DEPM FOR ROCK 10'MIN.DEPM FOR WOODCHIPS I'-2"WASHED ROCK _LyYi r ,os �OZN 18" MINIMUM CUT OFF BERM M\NtMUM 30 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CBAESASSEN CONSTR NTRAN EON I."9Q 1 77=m Pa,E N 5301 11E AN1E 193' Ol Note Silt fence Per MNDOT specifications, source 2000, machine sliced woven monahlament 36•Wide fastened steel T-Pasts with 3(501b) tens strength plastic zip ties per T-Post (Machine sliced) T Pots 24' in ground rim W.I. own a i1 fwtt m6NINwit Note: Type 2 silt fence is the same as type I with hay tales installed as per detail. Type 2 to be used to protect all wetlands Sted T Posts 2e in ground Zip Ties Nnv m Shv_ Ms. o.m1lA..Mi Yvn CY 15 Y 2V IA, h.aN IN bM rvaw, 6uN gofe r..e m w aN w. NNHA•mdN wean EROSION CONTROL FENCE— TYPE 2 CITY of SILT 02AWBASSEE FENCE REY19m.,-aA ,A _ PLATE Na.: 5300 FlIE NVAE 39S 63CO WMGO. �C. w 11��'� 6,609,652 OI/20/W SPECIFICATIONS AND STANDARDS - NSC MWURL CF S'IFf1 LdNSIRUC110N- 9M E01110N. - AM SIRUCNRAL WEL➢IHC LOGE - SRFL DI.I-s4. - 29 CM 1926 - MHA SAFETY AND HEN IN RAxIWnR DESIGN LOANS ALLOWABLE A%LE WDGM t(MD o/a SAFETY FACTdt P/a WATER RaW RAM "OUGH TYPE FF FII 0.707 cfe O 3' Mod MAXIMUM OYEIFIDW RATE 5,94 cfa O 15' hmd (EASIOR MlE - moEr os ruw Ass oWmwW ®- rro aF cure eax IG'FVEAASS . C. 4 FNNsC Nj lrorn anaN Ch2l N31-FWI INE' PPNECngI rule AWo cumn Moo¢ ma.... -®our a.. reLv 6 H ..co' om 01 /20/04 SPECIFICATIONS AND STANDARDS - NSC _1 a OCR... 9M IEDrrON. - AWS STRUCPIRN INEInING COOF - 29 OF? 1928 OSue yFTy AFs urel rH sreunuros DESIGN LOADS N Iwal`E Mix IVaG,r LOAD 20000 Uls. SAFETY FALTgt 2 : 1 WAIEA RONI MM (TNROUGH MLVESIEw SLEIa`V OA76 are O S Mad WAM 11.01V RAM (v/ NO SEFEAI7 1.113 cf• O 6' Neud 1.575 cfa O 12' Mod AXI MMUM O♦ERROW RATE 1A74 ch O 16' Nwd xF mTrn Am1ar M•esaE aWn1 f7 G I I [AyI(�M P0•D oRNN WIEi IRORCM1'H TOP sva Morel ��,�. F is R R SETBACK VARIES R Y -` \ \ ry `\ •0 _- _- ' o 30' SETBACK VARIES (') FINISHED GRADE O i 9 CONSTR ON d I GRADING GRADE FINISHED GRADE • \ 1 rr� 0 W. ° (SEE DETAIL) v 1nANCE SOG I I in GRADING GRADE i _. S l -;-- 10' C 0 10' 0.5' TOPSOIL I 10' LEGEND / \ \\ n/ is ;. '. I RE -SPREAD 1 10' EXISTING PROPOSED DESCRIPTION _ ll .� I ♦? 0.5' TOPSOIL / fr / \ �� \ \ \ \ -` DOWNIL1OLD I `1=3_ RE -SPREAD CATCH BASIN goo j 2.5'17 O MANHOLE as,\ \ \ \ I I • • • ADa •� SLAB ON GRADE *ss • Dowe o D ® FLARED END \ ,� .. r TW;06.0 (TYPICAL SECTION NOT TO SCALE) BASEMENT FLOOR 0 0 BEEHIVE RAMBLER WALKOUT EXISTING STORM SEWER o PROPOSED STORM SEWER co R 30 (TYPICAL SECTION NOT TO SCALE) VARIES x0p / .- a. i/ SETBACK rywill"' 1 °a c (TYP.) I M PHASE LINE 4. i. _ 04 TW:08.0 GRADNE ING GRADE ED GRADE EASE RLO°2 EXISTING 2' CONTOUR LINE —rI- 10 �oz r1/" ` } �• 2 I 10 o --i --- EXISTING 10' CONTOUR LINE k, - ' � � i, � rill I � • - \ \\ \ \`. / • TW:09.0 PROPOSED 2' CONTOUR LINE } / I I ----- - -- - 1n 0.5 TOPSOIL �oo� t � � PROPOSED 10' CONTOUR LINE RE -SPREAD wwL-e57,0 POND OUTLET LINE \ \ \\ V✓' / 0 2.5' wL=soo.z POND HIGH WATER LINE \ \\ \\ \ Q°° r �_, 1 ♦!.J / / "` �~ I c 7j 8' DOWN =z3 PROPOSED SPOT ELEVATION BASEMENT FLOOR EOF ♦ ♦ ♦ EMERGENCY OVERFLOW ` J I N STANDARD EROSION CONTROL TW.10.0 I �> RAMBLER LOOKOUT ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 BW02.0 (TYPICAL SECTION NOT TO SCALE) HEAVY-DUTY EROSION CONTROL <-1 o000000o WALL PROPOSED/EX. RET WALLS — oh oh — EX. OVERHEAD UTILITY LINES INC?I `�- — tv tv — EX. UNDERGROUND TELEVISION t 5 TM 09 B W: 01.5 0 i —ten tel— EX. UNDERGROUND TELEPHONE Is `J * ^ O` — fo fo — EX. FIBER OPTIC LINE \ J „Z c1 I x TYPICAL SECTION ue ue— EX. ELECTRIC LINE PRIVATE ROAD _\ ; ry^ 9 9 — EX. UNDERGROUND GAS ,.-- \ \ •°�- / - ____� I i \ \ o �/ pool J 6 i `TW:07.0 �n — X X — EX. FENCE LINE _ EX. SANITARY OR STORM MH -' �\ \ \� - • ` I N EX. GATE VALVE TW: 04.0 C 7 EX. HYDRANT 4' TOPSOIL & 24' OR 20' EX. CULVERT pO 1W 06.0 SEED (TYP ) 1' TYP. 2.75% DRIVEWAY �( EX. UTILITY POLE W: _ 2.75% EX. LIGHT POLE \ TW. 06.0 -I- - -� ROADWAY W. 02.0 IMPROVEMENTS TW: 04.0 RIGHT-OF-WAY LINE 11.4 BW:02.0 �> ��BITUMINOUS PATH CENTERLINE MNDOT MNDOT 8612 _ _Will CURB LINE CONCRETE CURB 5 6 C7 & GUTTER PAVEMENT SECTION -CONCRETE WALK ♦� `♦\ xwq` a4r • `'\\`< < \ _ -- 1.5" MNDOT 2350 LVWE35030B �—SETBACK LINE `� ♦ \ \ ����`ryc • \.\ '� BITUMINOUS TACK COAT 2357 2" 2350 \♦ )♦\ \ k°t \ ��9 — 6" CLADSS OT 5 AGGREGATE BASE (100% CRUSHED) RIBBON CURB IxC� EX. GRAVEL SURFACE Is EROSION CONTROL NOTES EX. BITUMINOUS SURFACE st `. . \ p' \, , • • / ' TOPSOIL MULCHING ALL DISTURBED AREAS SHALL HAVE A MINIMUM MULCH SHALL BE MnDOT TYPE 1. CONCRETE SURFACE '\x OF SIX (6) INCHES OF TOPSOIL PLACED. STRAW SHOULD BE SPREAD UNIFORMLY AT A SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. - SELECT BACKFILL MATERIAL DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: — SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS GRAVEL CONST. ENTRANCE — SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS — SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS r'•r INSTALL WOOD FIBER BLANKET ON ALL FIBER BLANKET SLOPES 3:1 OR GREATER. PI$NEERengineering CIVR.E`IGWRIMS IANDPL CERS LANDSURVCSGRS LANDSCAPEARCHITP.CIS 2422 Enterprise Drive (651) 681-1914 681-9488 Mendota Heights, MN 55120 Fax: reng.c B www.pioneereng.com 109209 PRE BA © 2009 Pioneer Engineering =1 ^I/r -E?Il PLANT SCHEDULE KEY COMMON NAME SCIENTIFIC NAME JQUANTITYJ ROOT I INSTRUCTIONS OVERSTORY TREES 0 NORTHWOOD MAPLE / Acer rubrum 'Northwood' 10 2.5" B&B AUTUMN BLAZE MAPLE / Acer x freemanii 'Jeffersred' 6 2.5" B&B SWAMP WHITE OAK / Quercus bicolor 6 2.5" B&B DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFlLL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2' ABOVE THE FINISHED GRADE. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFlLL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP h OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP U, OF THE BALL REMOVE ALL TWINE GIRDLING ROOTS SHOULD BE REMOVED AND/OR STRAIGHTENED OUT. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. LANDSCAPE NOTES _0 c WATER TO SETTLE PLANTS AND a o FILL VOIDS. � WATER WITHIN TWO HOURS OF p o INSTALLATION. WATERINGI- >`a ,00 MUST BE SUFFICIENT TO �� I I I •' `i �, 'I I 'lj �9'_- - D THOROUGHLY SATURATE ROOT- > u O BALL AND PLANTING HOLE. PLACE MULCH WITHIN 48 HOURS G SOD OF THE SECOND WATERING ,y UNLESS SOIL MOISTURE IS I`IF / 4 0 • o o ,a apop EXCESSIVE. 1 , n J / ,7 1 11 I i 1 1 j \ ! I �.-b4 �` A c SHREDDED WOOD MULCH MIN. o 4" DEEP (DO NOT PLACE MULCH AGAINST TRUNK OF Z TREE). PLUMB AND BACKFlLL WITH -_ `/ \ `" / I.� /'` r / - ✓. _ \ _ A BACKFlLL SOIL BREAK DOWN SIDES OF HOLE WHEN BACKFILLING. \ \ _ _ TIMES BALL DIAMETER — The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. — The Landscape Contractor shall notify the Landscape Architect of proposed physical start date at least 7 days in advance. — The Landscape Contractor shall be responsible for the field verification of all existing utility locations on the project site with Gopher State One Call 1-800-252-1166 prior to commencing work. The Landscape Contractor shall be responsible for the protection and repair of existing utilities damaged during construction at no cost to the Owner. Notify the Landscape Architect of any conflicts to facilitate plant relocation. — Grading to be performed by others. — No plant material shall be installed until grading and construction has been completed in the immediate area. — All plant material shall meet the standards found in the American Association of Nurserymen —American Standard For Nursery Stock. — All container material to be grown in the container a minimum of six (6) months prior to planting on site. — Deciduous and coniferous trees shall not be staked, but the Landscape Contractor must guarantee standability to a wind speed of 60 M.P.H. — The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the Owner. Guarantee shall be agreed upon by Developer/Builder and Landscape Contractor. — The Landscape Architect reserves the right to reject any plants which are deemed unsatisfactory before, during or after installation. — If there is a descrepancy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence. —The Landscape Contractor shall be responsible for all mulches and planting soil quantities to complete work shown on the plan. The Landscape Contractor shall verify all quantities shown on the plant schedule. — Commercial grade poly lawn edging shall be installed where noted. — The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the Owner. — The Landscape Contractor shall keep pavements clean unstained. All pedestrian and vehicle access to be maintained throughout construction period. All wastes shall be promptly removed from the site. Any damage to existing facilities shall be repaired at the contractors expense. — The Contractor shall be responsible for complying with all applicable codes, regulations and permits governing the work. — Storage of materials or supplies on —site will not be allowed. PI$NEERengineering CLVn.ENGTNFPRS LANDPLANNERS LANDSURVEYORS LANDSCAPP.ARCHTTEM 2422 Enterprise Drive (651)681-1914 Heights, MN 550 Fax: 681-9488 reng.c Mendota Hei � 12www.pioneereng.com PLANTING INSTRUCTIONS — All planting beds should have the existing soil ammended with peat moss in compliance with MnDOT Standard 3877 Select Topsoil, Type B. — A minimum of 6" of topsoil to be placed in all planting beds, this is in addition to the peat moss amendment. — Planting soils for trees, shrubs and ground covers shall be fertile loam containing a liberal amount of humus and capable of sustaining vigerous plant growth. It shall comply with MnDOT Standard Select Topsoil, Type B. Soilmixture shall be free of noxious weeds, hardpack soil, stones and chemicals. Soil mixture shall have a 10-10-10 fertilizer at a rate of 3 lbs. per. cubic yard & a pH between 5.1 & 7.5. Soil mixture shall be incorporated throughout the entire bed by rototilling into the existing 12" of soil. r l directions o w gross in planting r noted on site. Allow Prepare planting beds by applying Round Up as per label d rect ons t weed to g a s p g a areas e effect scarify planting areas to a min. depth of 6". Bring beds to race rake and remove weeds sufficient time for herbicide to take y p g p g g clods and rocks 1" in diameter or greater. Thoroughly water —settle all soil. — Prior to planting shrubs or perennials, Preen or equivalent shall be applied according to the manufacturer's instructions. — All plants should be healthy, vigerous material, free of pests and disease. — All trees should be straight—trunked and full —headed and meet all specified requirements. — All trees and shrubs shall be planted and mulched as shown in the details. — Watering at time time of planting : Immediatley after planting apply water to settle plants and fill voids. Then construct 3" depth soil watering basin around shrubs and trees. Water thoroughly within 2 hours. Mulch shall be applied within 48 hours of second watering, unless soil moisture is excessive. — Watering maintenance: Maintain a watering schedule which will thoroughly water all plants once a week. In extremely hot or dry weather water more often as required by indications of heat stress. Contractor shall make necessary arrangements to meet watering requirements. — Maintenance shall begin immediately after each portion of the work is in place. Plant material shall be protected and maintained until the installation of plantings is accepted. Maintenance shall include: Watering, Cultivating, Mulching, Removal and Replacement of dead or diseased materials, maintaining plants at proper grade and in a plum postion. — Any plant material which dies, defoliates or turns brown shall be promply removed from the site and replaced with material of the same species, quantity, size and meet all planting specifications. \ — aer— �RD T i \ L, Y\ jsE 0 25 50 100 GRAPHIC SCALE IN FEET 109209-LS.dwg © 2008 Pioneer Engineering LAKESIDE PUD AMENDMENT PLANS CHANHASSEN, MINNESOTA LEGEND EXISTING PROP015EED DESCRI CNI CATCH BASIN O • MA44OU - - ► FLARED END • • BEEHIVE �< FASTING STORW SEWER - ------- PROPOSED STORM $EWER z PHASE ONE 0 ---' EASEMENT LINE ---' --- EXISTING T CONTOUR 111E _ ---'---- EXISTING 10' CONTOUR ONE PROPOSED 2' CONTOUR ONE �J PROPOSED lo' CONTOUR UNIT D OUTLET ONE POND HIGH WATER LINE PROPOSED SPOT E VAPCN D 1Ii i i i EITERCEMCY OY Low STANDARD ER090N CMTRW HEAVY-DUTY EROSION CONTRA PROPOSED/EX. RET WALLS O —RN—M— EX. OVERHEAD UTILITY LINES z —tV—W— Ex. UNDERGROUND TELEVISION —to—tm— EX. agDERGRWN, TELEPHONE EX, FlBFR OPTIC LINE —wue— EX. ELECTRIC LINE — 9 — 9 — EX. UNDERGROUND GAS Ex. FENCE UNE EXL SANITARY OR STDRkt YN N EX. CATE VALVE YW EX. HYDRANT --_---- m CULVERT EX' LRUTY POLE .. EX. UGHT POLE ROADWAY IMPROV ws RIGHT -a-WAY ONE �MT$NWS PATH — CENTCRUNE CORE! ULE CONCRETE WAUL — — SETBACK ONE RME10N CORE! EX. GRAVEL SURFACE C� Ex. BITUMINWS SURFACE CONCRETE SURFACE - SELECT BACKFtLL MATERIAL - - ... GRAVEL CONST. ENTRANCE - - I FIBER BLANKET TAe .,aselet:.� as/o- rv'vev'ga o-a mm «wmiw �. un m aeeea eb let wbtk.. a.�knro-a. � a�azlWaN oM ew�za o. er W. OaIO Wlpvx vl vapkt'n9 v yOss:ak ue OI iM Papvtey mU va y.Opct (v Nmge, nv ..vapavtm ar .v.OntY va b ion'n4 O../aP^�Ovl v.nwNp v Im0 vu OI wd� pcpata b Oenq evye, vq BUYvy N01t •wa emlanN �venY min bt:6ng b�PeCme arY G�ms11v4 �ntOf v Purer Cn9^eON�4 P 4 move n0 .mmrea v rgeav�NtYna O( wY IJnO v Qvacty. epaaN v bndec..1n rgpvt b va OIpaIN v mwM UY M..vveip bv.^`La oM vua wlbmvlm •vim. fv aNd. d wtiq }wbp.] sw..efv l0 IM rmaN f y p01- m. mY,OVN.) d Me awdbvlrt..bvT.vl wnva04 vE/v atl of O� b SA Iv G:Y — YI Go+n — -1-1 PIONEERe►oL,g Un EtIry wTAie�va ucasn.m 165N a1.191e M I.1mEIIu,Ml:551M Fu: A8T9189 SHEET INDEX 1. COVER SHEET 2. PRELIMINARY PLAT 3. SITE & UTILITY PLAN 4. GRADING PLAN 5. LANDSCAPE PLAN LOCATION MAP NO SCALE 0� GRAPHIC SCAIF IN FEET v / ��25Ma � V 0.aMS « )1 \\ 120 1 c� \ PIONEERengi>fee►;ngEy«pM �e�•�� Im116R1-19N AImAp Heiep,,,NN 551]n Fu: 681ANB wr.pmeveyy«e I R 2 ° 1 1ms a Dame « 1T2a nv+se « 91 i lmsa amT9 « a' n 9T fj 0 1m a a Dees« B �«� Dana WT C ARUM 2 N urury EAs1ANr 13 aAn wu a LRT ,� 12 I$ t1 $I$ 10 I$ -cm., Se0 a 191.1 q O( « ¢0N9 z MS « OG®l « 330 �m GNAPTDC SCALE m E OUTLOT, � --__— —------------ --- _— -- _=- K E TOTAL AREA 3.8780 ACRES TOTAL RINDAM E LOT AREA 1.8539 ACRES TOTAL COMMON LOT AREA 1.5218 ACRES TOTAL OUILOT AREA 0.21065 ACRES NWEA Q< Ql11015 1 MILLER OF BLROAHE LOTS NIN9ER OF COMMOT LD15 2 LARGEST BLRDABLE LOT 3.513 SO, R. WALEST RUIIDABIE LOT 2.50 SO. R. AVERAGE RLADAII LOT 3.1111 SQ R. OROSS DENSITY EXCLUDES TLD 6.1422 LOTS ACE NET OENSItt E%QUES OUTLOTS k R 8.1422 LOTS/ACE ZONING U m AVAILABLE OURDT B. LAKESIDE, ACCORDING TO THE ECHOED PUT TIEEOF. CARKR C TY. IEfESOTA AND MTLOT E. USIDE T M ACOITION, ACCONOND TO THE ECORED PLAT THEREM, CARTER =NW. N SOTA PREPARED BY PIONEER ENGINEERING. PA. JOHN C. LARSON REGISTERED PROFESSIONAL LAND SURVEYOR 19828 REG. NO. 0 I PISNEERenonmer;ttg NII FA¢ WO n v uma�nm 161116t1191� WC Hlllh�, NS 551b Fu'NI-YN! .v..pumm�mi 1 1 Fr , J 1TY PLAN 1. 4' PVC SANITARY SERVICE 2. 1' COPPER WATER SERVICE I PIPE INVERTS BASED ON LAKESIDE CONSTRUCTION PLANS tt 10 LA o Im 'A T f •,t A O Y6 GO �00 GRAPHICS {YM• f J , im rll il.� I f GRAPHIC 5 c N PIONEEReywing 1Q3 E�R, Dry® umnn� (6506111"1914 4e bA NnE16. MN 5512J Fu: 641"9Ip v w.P�^N^�ONmI GRAPIBC SCAIE Bi FR6'T lii IG ScnmI v�wt fa_Yww w �a 1ruY YA w+ r..we •re�rwllY wA�wIw�A M1.IwW�ew�sA•�� SILT PTMT t t y SETWAMI rARFS I IlW) MSIEQ 4RKE I QI811L p1AR � $OG I Irc Ie as *LRsuE RE-YIWAD IY+MI SAW a aKL (I l .'T NOT N .4 (m sTcN ., 0m suX) TYPICAL SECTION RATE ROAD 'fir m/wm I� ?mow y �w LNEM EXISTING PROPOSED DESCRIPTION EN CATCN BASIN 0 MANHC E 10 FLARED END ® 0 BEEHIVE < EXISTNG STORY SEWER '< PROPOSED STORM SEWER XX PHASE LINE EASEMENT LINE -- �--- EXISTING 7 CONTOUR UNE --�cT-�— EXISTING 10 CONTOUR UNE PROPOSED 3' CONTOUR IRE PROPOSED 10' CWTWR UNE WTLCT UNE HIGH WATER LINE 11.1 N— PROPOSED SPOT ELEVATW EOF .11, y EMERCIENCY W •••••• STANDARD EROSION CONTROL R R R W W W W W W R HEAW-DUTY EROSION CONTROL PROPOSED/EX. RET WALLS tlI—SIN— EX. OVERHEAD UTILITY LINES —lv—lr— EX. UNDERGROUND TELEVISION _tRi W_ EX. UNDERGROUND TELEPHONE 1Q—b— EX. FIBER OPTIC LINE ve— EX. ELECTRIC LINE — 9 — 9 — EX. UNDERGROUND GAS —X_ X— EX. FERCE LINE EX. SANITARY OR STORM W w EX. GATE VALVE "W EX. HYDRANT -------- EX. CULVERT -�- EX. UTUTY POLE -. EX. UGHT POLE ROADWAY IMPROVEMENTS RIGHT-CF-WAY LINE BITUMINWS PATH -- CENTERLINE CURD LINE ~CONCRETE WALK — — SETBACK LINE mffiW CURB EX. GRAVEL SURFACE EROSON CONTROL NOTES EX. BITUMINOUS SAFA..= iLpSpy NVIpNNc .. 9V11 H YrWi 1. CWCNETE SURFACE 6 9(6) MOESARF� T�SL �AQWM{M SMAX U AT A STRAW $N-L BE $QQML PUP M AND RATE Q 1-1. PO1 O Aw � SFEO MM 9�ALL BE Y' 3W NG S. pX. MIX Ol1ER NETMG dt A SSNA,L SELECT BACKFlLL MATERIAL R ppRlYll $EEpWG Af1OV NOSFIBFA 1. I ALL $EF➢iIG NQ WILOMIi 91NL 1N2 - PVAQFK W - 4Ps SR MW kIPVE GRAVEL CWST. EN1RWCE - S MTA THAN S"�NTPItR THAN 1Q1M1K IN SLMRLRTMR TNAN IRI A R, z IWK B6RU RKKX, IX, d All FIBER BLANKETR Y, OR MAMX. WWOa W KEY COMMON NAME SCIENTIFIC NAME ANTI ROOT INSTRUCTIONS O�iRSTORY TREES 0 NORTHWOOD MALE / Acer rubrum 'Nal6.000' 10 2.5 B&B ::r AUTUMN BLAZE MAPLE / Acx I heamonH'JeffmveE' 6 25- B@B j—+(��{ SWAMP WHITE OAK / Oui cus 61cWor 6 2.5 B&B " DE®UOUS TREE PLANTING DETAIL R9r m+mnc _ a + Tiia:M I r.s' ro♦d 1 aNMv�u m � T LANDSCAPE NOTES b ,.e.r.-...q , ea IT, dam,[. - Tre Laddu. fmvee•v eppaN. .o M r Fy.M[vlm v. a mtl'.n9'. i",4¢ i (ann Slei. - Ne pmt mvlvd vv ¢ .ra[mIN � i. grmry my [wat ue;m na, ewe [np1e.N n rh mnayr a va¢ - M pv.; rvivb .M -¢r 4. dogvq Ivnv F h Mmr I Wtm N Mwy.y, u.v.w Stotivv Fv K•vT S1 M .b 1. ,. I T to [m to eY I C.) --I- ¢v 1. q o¢Y, Naa wJ net M nd.e fart.a v m.a s mm ,. a ... v.. ni .n Y ex Ae I..Lm It- ¢. vuq, vw�re [p.m pv rymmK.a w Nv ¢ac ew t IT M M O.,v. 4, mtn sM M Vavv De /9+i.a. La4xw Cm - iM t m.m IM rign; 1 rertl vny pwt, d N oa Wvnn wml at vy e. va Mra,q v vnv natY vtm. 1 T vt pv;a Y m tw yen W the rvw,ev pv., v, t¢ oFnt'ut tn, mmN u X ti1Mw y ¢� ¢a.�aa .aen v., To .eM; m'e�°`. ", ¢ tr::a �rqn.: [e [e-sr[t, .,e.e w .[ p¢. TT,, iM L.oa[[me [mv¢v rm11 TO —1 I. — I. [ pi II, v I, epvga vt IT, ne r in° Anv - f �l� aqa CwH¢u¢ vm y u'I p III,t— we ,vru. o-io Iv n mml Nrwq, , v.pvv. • •° wvrol y vap 4vn tn. We. Y <v^e¢ to °a 1F9 b[aeio M ne ¢mr¢ el h v a - M fartr¢[v 1ri ¢ ngvyNe b [vr4yip .Mr y gpxip[ [eia..aybtaa av pvn.T. gy.vv.q th M - Stvep d melvva v axieiu u-W ae me M ebw6 PISNEERengiITeming I.0 FNnptid DitIc ,.manym Amoul-19F. NerLLYu HnRXb. \I55'IYI - F¢6{L9iY rr rymegml _0 T \ \ V I I PLANTING IiSMUCDONS I I M puunq M .,.e < Ne . ,d .1 d m. mqT s..[r TTI, x T,y. It . �.e..,em or s m radr m M vld.e . ei pdtnq e.m N. .. v t �•,,.. mnnpnrt. nmi..q� di xidm t ' aadsvie'..N tF90 sm.ae sFMe da,. a sysndm. dd ¢ «.. er sd m-1..M, M ¢mvmpn n� r0 ° •r .'ems os. uwa v A e w en...n ;hwgnvn ;M .e p,e pi �avtx q It i¢ .n.[ ,Y el si "ITIF. .1 i'9 ^ . a e m.r ...e . v..te . 1.", v.m ,wt¢ m et. .a C.e. to Vev ra. mW rwwre .evi 9 q1 Rb pv' -N.. P,.s, n ytrr qy i e npmle[e�ma FaWetmi M pn . K b. vM dzv,e M Y.es vwtl m .uey,t In.AN ma W -nmerJ u,e .,vl d vv�rN •N''^'^nt. a,d d t�vq mvbtv m1Mn 1 no.. .ra^ .a ¢ ¢v.e n.n. It, nvavlv[v,euetatsS snmla. ° •Rw nT .wears.. M Mo. .l.ex. ICmM1rctry fui Meees.vl wa9m t. la mM .m.mq ns xird a ,vp a ¢vrytNXo �* N. wn :n Vlrm r,lni mm Pat 0. Welvev;ee rtry T, mnrmt ,ndedrNMM a m tmmc pMm vl ¢ vYtv.q. [W(nti,q W,O,y Ywnd a faaee rc[v a. mmt 9 pm3 W Yay..[9¢e mE .n v Yre 9utu. vw1 bK v mhdm� Y P¢Vli ,xi"eM Fur Pe W mb til¢vr .0 erwY 4 M a,ra t nITTu [bvrq GRAPHIC SCALE IN FEET ads I 6 y$$ S 0 6 --- ------- - - -- - - ---0 s � ? el 1 1 I m e tl z ® 4 el I I gs --- s e — —J I __ 51 g •-11 }_r -;� II a —• -1 €+ w it =.. ,l 5 - 1 No Wig sil .ilx e tl ! g KI _--- -- -- — --- j-- per- --� � I V P P a y N T m � o a II��IJ sr g 3 3 8� D§ '� Lakeside Townhomes, LLC FvZ Kr= LAKESIDE II J.i.4.IilI' 7500w9593Edina, 30'TWINS Phone: 952.947-3000Fax952-947-3030 , JI 'NdIi4l1l'I, ;j6ff m�tlnlP.Po MN i III' LAKESIDE PUD AMENDMENT PLANS CHANHASSEN, MINNESOTA LEGEND EXISTING PROPOSED DESCRIPTION M ® CATCH BASIN O • MANHOLE C ® FLARED END ® BEEHIVE EXISTING STORM SEWER �< — << PROPOSED STORM SEWER PHASE LINE - - - - - - - - - - - EASEMENT LINE --—gat EXISTING 2' CONTOUR LINE --�a�-- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE � PROPOSED 10' CONTOUR LINE "w-J87.0 POND OUTLET LINE HW_=9M2 _ _ — POND HIGH WATER LINE gX= PROPOSED SPOT ELEVATION EOF .► ♦ ♦ EMERGENCY OVERFLOW ••••••••••••••• STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL ooa00000 WALL PROPOSED/EX. RET WALLS oh —oh— EX. OVERHEAD UTILITY LINES — tv tv EX. UNDERGROUND TELEVISION —tel tel— EX. UNDERGROUND TELEPHONE — fo fo — EX. FIBER OPTIC LINE —ue ue— EX. ELECTRIC LINE -- 9 9 — EX. UNDERGROUND GAS — X X — EX. FENCE LINE 0 EX. SANITARY OR STORM MH N EX. GATE VALVE EX. HYDRANT _ EX. CULVERT -� EX. UTILITY POLE EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE _ '—BITUMINOUS PATH CENTERLINE CURB LINE CONCRETE WALK — SETBACK LINE GRAVEL CONST. ENTRANCE FIBER BLANKET i The information and/or renderings and maps contained herein, such as street and lot location, dimensions, areas, landscaping and amenities, are of the sole purpose of depicting a possible use of the properties, and are subject to change, no representation or warranty as to zoning, development ownership or land use of such properties is being made, and Buyers should not and will not rely on the information and/or renderings and maps or views contained herein in deciding to purchase any property, etc. Pioneer Engineering, P.A. make no warranties or representations of any kind or character, expressed or implied, witi respect to the matters depicted or covered by the rendering, drawings and other information herein. For details of existing developed areas, refer to the recorded final plat. The owners of the property shown and their successors and assigns reserve the right to make zoning, development, ownership and/or and use changes for any port(s) of the properties. Subject to City and all Government approvals PI8NEERengineering ,. , O OD D 1� O z \ ." I = J M 0 F_ TI FFJ SHEET INDEX 1. COVER SHEET 2. PRELIMINARY PLAT 3. SITE & UTILITY PLAN 4. GRADING PLAN 5. LANDSCAPE PLAN z w Ay Q a Q w \ U W � I I SITE (I \ — � � I a i I I I, �I Cf�1FWT 1HL I �I LOCATION MAP NO SCALE CITY OF CHANHASSEN RECEIVED FEB 12 2010 CHANHASSEN PI_AVNING DEPT PRINTED FEB 1 1 2010 / 0 50 100 200 \ ONEER ENGINIEERING, PA Y � GRAPHIC SCALE IN FEET 109209-COVERdwg CIVM. GIN S LANDPLAN S LANDSURVF.YORS LANDSCAPEARCFR'1'f?L_5 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488 Mendota Heights, MN 55120 www.pioncereng.com © 2008 Pioneer Engineering Zsf 10 2,50.05 lb bb J X \�\ 120 \ N \ r I 0 \ 0 \ J PMNEERengineering CIVILENGLNE S LAND PLANNERS LANDSLKVFYORS LANOSCAPEARCIU=S 1914 2422 Enterprise Drive (Fax:651) 681-9488 Mendota Heights, MN 55120 Fax: reng.com g www.pioneereng.com GRAPHIC SCALE IN FEET �I I n Drn \ I V i /��—_—_--__— i _ _—_ _ ___—����-- --------------- TOTAL AREA 3.8780 ACRES TOTAL BUILDABLE LOT AREA 1.6539 ACRES TOTAL COMMON LOT AREA 1.9276 ACRES TOTAL OUTLOT AREA 0.2965 ACRES NUMBER OF OUTLOTS 1 NUMBER OF BUILDABLE LOTS 22 NUMBER OF COMMON LOTS 2 LARGEST BUILDABLE LOT 3,913 SQ. FT. SMALLEST BUILDABLE LOT 2,548 SQ. FT. AVERAGE BUILDABLE LOT 3,191 SQ. FT. GROSS DENSITY EXCLUDES OUTLOTS 6.1422 LOTS/ACRE NET DENSITY EXCLUDES OUTLOTS & R W 6.1422 LOTS/ACRE ZONING XXXX UTILITIES AVAILABLE LEGAL_ DESCRIPTION FOR PRELIMINARY PLAT PURPOSES ONLY. OUTLOT B, LAKESIDE, ACCORDING TO THE RECORDED PLAT THEREOF, CARVER COUNTY, MINNESOTA AND OUTLOT E, LAKESIDE THIRD ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, CARVER COUNTY, MINNESOTA. PREPARED BY PIONEER ENGINEERING, PA. JOHN C. LARSON REGISTERED PROFESSIONAL LAND SURVEYOR 1 QR7f2 FC Lb. IV U. 109209102-PRE PLAT © 2010 Pioneer Engineering � ; T-) REMOVE EXISTING RETAINING WALL AS NEEDED a -CLEAN OUT 3 aRE \ \ \ \ \ ------- --- 12 "'IN IN p \ \ od \ MH ININ p10 \ \ 9hC IN \ \ \ \ IN \ \ \ IN 1t \\ \ \ 4 NZ UP 1 \ \ \ \ \ / INN,\ F \ \ Y \\ PI$NEERengineering cngLENGINEPRS LAMPLANNERS LAN SURVEYMS LAN CAPRARCFUHM 2422 Enterprise Drive (Fax: 681-9484 Mendota Heights, MN 55120 Fax: reng.c 88 g we�w.pioneereng.com UTILITY PLAN NOTE: 1. 4" PVC SANITARY SERVICE 2. 1" COPPER WATER SERVICE 3. PIPE INVERTS BASED ON LAKESIDE CONSTRUCTION PLANS GRAPHIC SCALE IN FEET i X STM CB No 00 / O \ i \ \ ` h` "X ------------- \;Nry 10 i \ IN \ I I\ \ \\ \ \ \ C \ �N SITE PLAN GRAPHIC SCALE IN FEET X ill �n B612 CURB AND GUTTER 109209 PRE SITE © 2009 Pioneer Engineering I Lf'A1 / C J r \ v� r `\ \ %A' y. / \ � I w ry I 622 GDal f� q ,. \ PI SNEERengineeringr CTV1L. CINF:F:RS LANDPLANNERS LANDSU1itWYORS LANDSCAPEARCMIt=S 1914 2422 Enterprise Drive ( fax: 681-9488 Mendota Heights, MN 55120 Fax: reng.co � www.pioneereng.com GRAPHIC SCALE IN FEET 7),l) 09.0 r n /l> I T; 10.0 �> 02.0 X-i ilgTo — /x 07.0 vJ Ti. U j N. 04.0 ! C 7 4" TOPSOIL & SEED (TYP) 1"-2"WASHED ROCK isO 1S. 11//P 11/ 6'MINDEPTH FOR ROCK y�ORy flL 13"MIN.DEPTH FOR WOODCHIPS {y-T OOocO'C°S SON M\NtM�M 18" MINIMUM CUT OFF BERM 3p TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCKCITY OF ROCK CBABBASSEB COENTRAN EON REhsm:1-oe O.re: PUTS No. 5301 Fl NALE:39] 1 R 30�SETBACK (TYP.) Im (TYP.) d 6inoy ,ng Note: Sit fence per NNDOT specifications, source 2000, machine sliced woven monofiloment, 361 fastened to steel T-Pasts with 3(501b) tensile strength plastic zp ties per T-Post (Machine sliced) T Posts 24 M ground I T. fi Nn. D" +,it w rnbemW Note: Type 2 silt fence is the same as typee/whay [roles installed per detail. Type 2 to be used to protect all wed Steel T Posts 24- in ground to mm *.Ir caw.i u.iP�e«ISm xtl Nm *e rvNA Zip Ties - -- sam a.m«m•Wemr6WUMN rm«u EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CBABBASSEB FENCE RENSED:,-a. - P�a,<- 5300 i&E wL419] ]W MNCo. o•�ie .N' a �18's 6,609,652 l 07 /20/04 SPECIFICATIONS AND STANDARDS - NEC Nut UN OF =1 CON<TR TION",�,LSN OF 1 CONsMW non 9T1 mmaN- - AM SrR iCmRu WDDNC- OD - �P�[ , D1.1-99. - 29 CM 1926 - OSNA 9AEETY Mn HFu TM 9TMOQRK DESIGN LOADS ALLOWABLE A#£ WEIGHT LONE N�a SAFETY FACTOR n/a WATT FLOW RATE (TROUGH TYPE IT FILLER) 0.707 cH O 3' h-d NAximum OVERI RAZE 5.94 df O 15' N d HATE Q come, eF wn ARe awWiw m -TOP aF e1Ra eox aw v Wex-nWw HM-fLbM RBRIC ROAD CG-T] MGhil9n IµET PROTECTOx arm u10 o.TmRn1R uaoEL R R VARIES 'ARIES I SETBACK FINISHED GRADE I (TYP.) GRADING GRADE RWO FINISHED GRADE SOG I GRADING GRADE iO i0 To' r0.5' TOPSOIL I io' 1 I RE -SPREAD I I ln' 1-1.0' HOLD I DOWN SLAB ON GRADE (TYPICAL SECTION NOT TO SCALE) GRADE GRADE 0.5' TOPSOIL RE -SPREAD HOLD o B *6.5' BASEMENT FLOOR DOWN RAMBLER LOOKOUT (TYPICAL SECTION NOT TO SCALE) MNDOT B612 � CONCRETE CURB & GUTTER 1' TYP. TYPICAL SECTION PRIVATE ROAD 24' OR 20' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE350309 BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) I \�\I I I RE,S RE DIL 6• —1HOLD C� -� *6.5 DOWN a BASEMENT FLOOR RAMBLER WALKOUT (TYPICAL SECTION NOT TO SCALE) EROSION CONTROL NOTES TOPSOIL MULCHING ALL DISTURBED AREAS SHALL HAVE A MINIMUM MULCH SHALL BE MnDOT TYPE 1. OF SIX 6 INCHES OF TOPSOIL PLACED. () STRAW SHOULD BE SPREAD UNIFORMLY AT A / SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS INSTALL WOOD FIBER BLANKET ON ALL SLOPES 3:1 OR GREATER. ar r. IE TMN�. LLL L rm mr• 01 /20/04 SPECIBC6DONS AND STANDARDS - uSC wwuu aG slm mlSlRurnw 9R1 EDITION. - AwS STRIIC111TUL WFIINNG CCDE - 51FEL�� 1. a9A - 29 CFR 1926 - OSHA Se ME HOUT1 •.T..1-,-.1c DESIGN LOADS ALLDY/AOLE AnE wncxr LOAD 20= Lffi. SAFETY FACTOR 2 : 1 WATER FIDW RAZE (mR0U(41 POLYESTER SLEEVE) 0_476 cR o 3- M1wd WATER E RAZE (/ Na SUEEM 1.113 cre O e- hm 1..575 dT HINVM OVERFLOW RATE 57xlmm s ms O NwRlac oowe t t' 777 MaY ROE DRNN '.P."�,..• •ems• m 8-T] It PNO1ECIpH TIP SLAB MODEL e e�— LEGEND EXISTING PROPOSED DESCRIPTION Ed EN CATCH BASIN 0 0 MANHOLE C ® FLARED END 0 BEEHIVE �< EXISTING STORM SEWER �< PROPOSED STORM SEWER ® PHASE LINE - — — — — — — — — — - EASEMENT LINE ---'L— EXISTING 2' CONTOUR LINE --'--- EXISTING 10' CONTOUR LINE PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE NWL==9e7.0 POND OUTLET LINE HWL=900.2 _ _ — POND HIGH WATER LINE Bz3 PROPOSED SPOT ELEVATION EDE ♦ ♦ ♦ EMERGENCY OVERFLOW * • m m m m m R STANDARD EROSION CONTROL 1 0 0 0 0 1 0 1 1 HEAVY-DUTY EROSION CONTROL 000c0000 WALL PROPOSED/EX. RET WALLS oh oh EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION —ten tel EX. UNDERGROUND TELEPHONE fo fo — EX. FIBER OPTIC LINE ue ue— EX. ELECTRIC LINE 9 9 EX. UNDERGROUND GAS — X X — EX. FENCE LINE O EX. SANITARY OR STORM MH N EX. GATE VALVE i EX. HYDRANT EX. CULVERT tO- EX. UTILITY POLE EX. LIGHT POLE ROADWAY IMPROVEMENTS RIGHT-OF-WAY LINE O�'�BITUMINOUS PATH CENTERLINE CURB LINE _—CONCRETE WALK SETBACK LINE RIBBON CURB EX. GRAVEL SURFACE EX. BITUMINOUS SURFACE CONCRETE SURFACE SELECT BACKFILL MATERIAL GRAVEL CONST. ENTRANCE FIBER BLANKET 109209 PRE BA © 2009 Pioti PnPnmrino PLANT SCHEDULE KEY COMMON NAME SCIENTIFIC NAME JQUANTITYJ ROOT INSTRUCTIONS OVERSTORY TREES 0 NORTHWOOD MAPLE / Acer rubrum 'Northwood' 0 2.5" B&B AUTUMN BLAZE MAPLE / Acer x freemanii 'Jeffersred' 6 2.5" B&B SWAMP WHITE OAK / Quercus bicolor 6 2.5" B&B DECIDUOUS TREE PLANTING DETAIL TRIM OUT DEAD WOOD AND - _ - - Zr WEAK AND/OR DEFORMEDLr TWIGS. DO NOT CUT A LEADER. DO NOT PAINT D a WATER TO SETTLE PLANTS AND CUTS. D FILL VOIDS. SET PLANT ON D WATER WITHIN TWO HOURS OF - - ' 1 UNDISTURBED NATIVE SOIL o ° D INSTALLATION. WATERING , 11 I - _ - 190 OR THOROUGHLY MUST BE SUFFICIENT TO - 'I — -- _ COMPACTED BACKFlLL D' °DD .� D SOIL. INSTALL PLANT SO D o THOROUGHLY NNG H ROOT O BALL AND PLANTING HOLE. _ THE ROOT FLARE IS AT D o SOD OR UP TO 2" ABOVE THE D PLACE MULCH WITHIN 48 HOURS FINISHED GRADE. °D D. 4D OF THE SECOND WATERING UNLESS SOIL MOISTURE IS I I f f r I/DD PLACE PLANT IN PLANTING 4 ° o o EXCESSIVE. I` HOLE WITH BURLAP AND WIRE BASKET, (IF USED), D a a ° SHREDDED WOOD MULCH MIN. INTACT. BACKFlLL WITHIN D D o 4" DEEP (DO NOT PLACE APPROXIMATELY 12" OF MULCH AGAINST TRUNK OF THE TOP OF ROOTBALL, TREE). WATER PLANT. REMOVE TOP )i OF THE BASKET PLUMB AND BACKFlLL WITH OR THE TOP Two BACKFlLL SOIL BREAK DOWN HORIZONTAL RINGS, SIDES OF HOLE WHEN WHICHEVER IS GREATER. BACKFlLLING. \ \ \ REMOVE ALL BURLAP AND 1L NAILS FROM TOP )4 OF ,i— \ ,\ _ _ \/ B e-.?- / / ✓'� I, I THE BALL REMOVE ALL TWINE� GIRDLING ROOTS SHOULD BE REMOVED AND/OR — �i c- \?-- - STRAIGHTENED OUT. Lv 1� \ \ _ ° ( $ SOD ' "I SCARIFY BOTTOM AND - r^ '~ "� \ +/.S`n ; \ - _ \ ai r SIDES OF HOLE PRIOR TO 2-3 TIMES BALL DIAMETER; PLANTING. LANDSCAPE NOTES - The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. - The Landscape Contractor shall notify the Landscape Architect of proposed physical start date at least 7 days in advance. - The Landscape Contractor shall be responsible for the field verification of all existing utility locations on the project site with Gopher State One Call 1-800-252-1166 prior to commencing work. The Landscape Contractor shall be responsible for the protection and repair of existing utilities damaged during construction at no cost to the Owner. Notify the Landscape Architect of any conflicts to facilitate plant relocation. - Grading to be performed by others. - No plant material shall be installed until grading and construction has been completed in the immediate area- - All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. - All container material to be grown in the container a minimum of six (6) months prior to planting on site. - Deciduous and coniferous trees shall not be staked, but the Landscape Contractor must guarantee standability to a wind speed of 60 M.P.H. - The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the Owner. Guarantee shall be agreed upon by Developer/Builder and Landscape Contractor. - The Landscape Architect reserves the right to reject any plants which are deemed unsatisfactory before, during or after Installation- - If there is a descreponcy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence- -The Landscape Contractor shall be responsible for all mulches and planting soil quantities to complete work shown on the plan. The Landscape Contractor shall verify all quantities shown on the plant schedule. - Commercial grade poly lawn edging shall be installed where noted. - The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the Owner. - The Landscape Contractor shall keep pavements clean unstained. All pedestrian and vehicle access to be maintained throughout construction period. All wastes shall be promptly removed from the site. Any damage to existing facilities shall be repaired at the contractor's expense. - The Contractor shall be responsible for complying with all applicable codes, regulations and permits governing the work- - Storage of materials or supplies on -site will not be allowed. PISNEERengineering CIVR.ENGQJ> S LANDPLANNERS LANDSURVEYORS LANDSCAPF.ARCNI'1'ECs 2422 Enterprise Drive (651) 681-9484 Fax: Mendota Heights, MN 55120 8 S www.pioneereng.ceng.com PLANTING INSTRUCTIONS - All planting beds should have the existing soil ammended with peat moss in compliance with MnDOT Standard 3877 Select Topsoil, Type B. - A minimum of 6" of topsoil to be placed in all planting beds, this is in addition to the peat moss amendment. - Planting soils for trees, shrubs and ground covers shall be fertile loam containing a liberal amount of humus and capable of sustaining vigerous plant growth. It shall comply with MnDOT Standard Select Topsoil, Type B. Soilmixture shall be free of noxious weeds, hardpack soil, stones and chemicals. Soil mixture shall have a 10-10-10 fertilizer at a rate of 3 lbs. per. cubic yard & a pH between 5.1 & 7.5. Soil mixture shall be incorporated throughout the entire bed by rototilling into the existing 12" of soil. - Prepare planting beds by applying Round -Up as per label directions to weed to grass growth in planting areas noted on site. Allow sufficient time for herbicide to take effect, scarify planting areas to a min. depth of 6". Bring beds to grade, rake and remove weeds, clods and rocks 1" in diameter or greater. Thoroughly water -settle all soil. - Prior to planting shrubs or perennials, Preen or equivalent shall be applied according to the manufacturer's instructions. - All plants should be healthy, vigerous material, free of pests and disease. - All trees should be straight-trunked and full -headed and meet oil specified requirements. - All trees and shrubs shall be planted and mulched as shown in the details. - Waterina at time time of planting: Immedictley after planting apply water to settle plants and fill voids. Then construct 3" depth soil watering basin around shrubs and trees. Water thoroughly within 2 hours. Mulch shall be applied within 48 hours of second watering, unless soil moisture is excessive- - Watering maintenance: Maintain a watering schedule which will thoroughly water all plants once a week. In extremely hot or dry weather water more often as required by indications of heat stress. Contractor shall make necessary arrangements to meet watering requirements- - Maintenance shall begin immediately after each portion of the work is in place. Plant material shall be protected and maintained until the installation of plantings is accepted. Maintenance shall include: Watering, Cultivating, Mulching, Removal and Replacement of dead or diseased materials, maintaining plants at proper grade and in a plum postion- - Any plant material which dies, defoliates or turns brown shall be promply removed from the site and replaced with material of the some species, quantity, size and meet all planting specifications. v 10 n 0 25 50 100 GRAPHIC SCALE IN FEET 109209-LS.dwg © 2008 Pioneer Engineering - LLI w �(/§)) © /§ ?§§8•� ! y/ M\ - , till2il, I -i N _ y ri e li x _ 3 r sg 7 / i� S� A_ N fill ti$1 I,. a e e i / o r Al r 0 F, ° s Q L < L - tt 7• €, g ;• i� f 2 !#� 7F • f l } i i i�lr Ft• � f � {# 17 . - q s ! p��� f j '� itt F: rtiF fEA 7 7 i I ifita:[Fe J,j 9ig yip, {{ s.� fIIt t • I f t r �f, i•9? tBii �S7F � � 1 itaA �F€ 7 � : F FI r _ �• `mot 7 7 : - - jit ,€€ fa' IS 4`��i�i,i°, 1 !� 1 Nit 2 a 3 t 4 ii'• ��41� g tt . Ft1, rt €i�a�t '•= o?y� !FF IF'F- !Gt'_ OuE aL� 1 LAKESIDE FIFTH ADDITION KNOW ALL MEN BY THESE PRESENTS: That R.E.C., Inc., a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: Lots 1, 2, 3, 4, 5 and 6, Block 2, and Outlot B, LAKESIDE FOURTH ADDITION, according to the recorded plat thereof, Carver County, Minnesota Has caused the some to be surveyed and platted as LAKESIDE FIFTH ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said R.E.C., Inc., a Minnesota corporation has caused these presents to be signed by its proper officer this day of , 201 R.E.C., Inc. Ronald E. Clark as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 201 , by Ronald E. Clark as of R.E.C., Inc., a Minnesota corporation, on behalf of said corporation. Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County, Minnesota CHANHASSEN, MINNESOTA This plat of LAKESIDE FIFTH ADDITION was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of , 201,and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. All monuments will be set as day of 201. specified by the City Council and as stated on this plat according to Minnesota Statutes Chapter 505. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: , Mayor By. Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 201. By. John E. Freemyer Carver County Surveyor 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 , 201 Laurie Engelen, County Auditor/Treasurer I hereby certify that I have surveyed and platted the property described on this plat as LAKESIDE FIFTH ADDITION, that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries By and wet lands as defined in MS 505.01, Subd. 3, existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate by Peter J. Hawkinson, Minnesota License No. 42299, was acknowledged before me this day of , 201 Notary Public, My Commission Expires County, Minnesota COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE FIFTH ADDITION was filed this day of at o'clock .M. as Document No. 201, Mark Lundgren, County Recorder WM CITY OF CHANHASSEN RECEIVED JAN 13 2012 CHANHASSEN PLANNING DEFT PI$NEERengineering crvn.EN�as LAND PLANNERS L ry Ss vsroas LANuscAEEAectuTEcrs SHEET 1 OF 2 SHEETS LAKESIDE FIFTH ADDITION <I - J C & 0� R°3°3e S "9' 33 0 � 00 a \ r- A A T I I r\ I F I S00020'00"E \ OFJOUTLOT A o'�� V Dv/ 04 00cy� I r. � � I §O \ 321.95 A r1 r\ I -r- n N I — r I Wr nr nl ITnT R I Aw FSIDF FODRTH ADDITION o� p�0D� 0�g0 I S00020'00"E 61.74 3 S�317 w ( IN FEET ) 1 inch = 20 feet DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED WITH LICENSE NUMBER 19828 DENOTES FOUND IRON MONUMENT. FOR THE PURPOSES OF THIS PLAT, THE EAST LINE OF OUTLOT B, LAKESIDE FOURTH ADDITION, IS ASSUMED TO HAVE A BEARING OF SOUTH 00020'00" EAST. ALL MONUMENTS REQUIRED BY MINNESOTA STATUTE, WHETHER SHOWN ON THIS PLAT OR NOT, WILL BE SET WITHIN ONE YEAR OF THE RECORDING DATE OF THIS PLAT, AND SHALL BE EVIDENCED BY A 1/2 INCH BY 14 INCH IRON PIPE MARKED BY RLS 19828. P18NEERengineering CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHrFECCS SHEET 2 OF 2 SHEETS LAKESIDE FIFTH ADDITION AREA SKETCH AREA SUMMARY TOTAL LOT AREA=0.5519 AC TOTAL OUTLOT AREA=0.6526 AC TOTAL AREA=1.2045 AC