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HomeMy WebLinkAbout2006-04-10 CPC PacketI THE BIRTHPLACE OF MINNESOTA CITY OF STILLWATER PLANNING COMMISSION NOTICE OF MEETING The City of Stillwater Planning Commission will meet on Monday, April 10, 2006, at 7 p m in the Council Chambers of Stillwater City Hall, 216 North Fourth Street AGENDA Public Hearings 1 Case No ANN/06-02 Annexation petition for a 2 3 acre parcel of property located at 12764 Boutwell Road in the AP, Agricultural Preservation District, into the City of Stillwater Scott Junker, applicant 2 Case No V/06-09 A variance to the garage size regulations for a 3-stall garage (2 stall garages permitted) located at 602 Eben Court in the CR, Cottage Residential District David Reed, Landmark Development Group, LLC , applicant Continued Public Hearings 1 Case No ZAM/06-01 Zoning Map amendment changing the zoning designation from Agricultural Preservation, AP, to TH, Townhouse on 25 3 acres of land, Millbrook Development (Palmer Property), located south of TH 96, west of Neal Avenue north Brown's Creek and east of Manning Avenue US Homes, applicant 2 Case No ZAM/06-02 Zoning Map amendment changing the zoning designation from Agricultural Preservation, AP, to CR, Cottage Residential on 69 9 acres of land, Millbrook Development (Palmer Property), located south of TH 96, west of Neal Avenue, north Brown's Creek and east of Manning Avenue US Homes, applicant 3 Case No ZAM/06-03 Zoning Map amendment changing the zoning designation from Agricultural Preservation, AP, to TR, Traditional Residential on 72 7 acres of land ,Millbrook Development (Palmer Property), located south of TH 96, west of Neal Avenue, north Brown's Creek and east of Manning Avenue US Homes, applicant CITY HALL 216 NORTH FOURTH STREET • STILLWATER MINNESOTA 55082 PHONE 651 430 8800 • WEBSITE www ci stillwater mn us f 4 Case No PUD/06-07 Planned Unit Development for a 270 lot development on 132+/- acres of land located south of TH 96, west of Neal Avenue, north Brown's Creek and east of Manning Avenue, Millbrook Development (Palmer Property), in the TH, Townhouse, CR, Cottage Residential and TR, Traditional Residential District US Homes, applicant 5 Case No SUB/06-06 Preliminary plat approval for a 270 lot development on 132+/- acres of land located south of TH 96, west of Neal Avenue, north Brown's Creek and east of Manning Avenue, Millbrook Development (Palmer Property), in the TH, Townhouse, CR, Cottage Residential and TR, Traditional Residential District US Homes, applicant 6 Case No ANN/06-01 Annexation of 132+/- acres of land zoned TH, Townhouse, CR, Cottage Residential and TR, Traditional Residential District into the City of Stillwater, Millbrook Development (Palmer Property), located south of TH 96, west of Neal Avenue, north Brown's Creek and east of Manning Avenue US Homes, applicant Other Items — Request from Ken Tailion for an extension of previously approved variance (V/02- 10) and review of revised plans - Thomas the Train event to be held August 4 - 13, 2006 at the Minnesota Zephyr o City of Stillwater Planning Commission March 13 2006 Present Robert Gag chairperson Suzanne Block Gregg Carlsen Mike Dahlquist Brad Meinke Dave Middleton David Peroceschi and Paul Teske Others Interim Community Development Director Robert Lockyear Absent David Junker Mr Gag called the meeting to order at 7 p m Approval of minutes Mr Dahlquist seconded by Ms Block moved approval of the minutes of Feb 13 2006 as submitted Motion passed unanimously Case No ZAM/06-01 Zoning Map amendment changing the zoning designation from Agriculture Preservation AP to TH Townhouse on 25 3 acres of land Millbrook Development located south of TH 96 west of Neal Avenue north of Brown s Creek and east of Manning Avenue US Homes applicant Case No ZAM/06-02 Zoning Map amendment changing the zoning designation from Agricultural Preservation to CR Cottage Residential on 69 9 acres of land Millbrook Development US Homes applicant Case No ZAM/06-03 Zoning Map Amendment changing the zoning designation from Agricultural Preservation to TR Traditional Residential on 72 7 acres of land Millbrook Development US Homes applicant Case No PUD/06-07 Planning Unit Development for a 270-lot development on 132+/- acres of land located south of TH 96 west of Neal Avenue north of Brown s Creek and east of Manning Avenue Millbrook Development in the TH Townhouse CR Cottage Residential and TR Traditional Residential District US Homes applicant Case No SUB/06-06 Preliminary plat approval for a 270-lot development Millbrook Development US Homes applicant Case No ANN/06-01 Annexation of 132+/- acres of land located Millbrook Development located south of TH 96 west of Neal Avenue north of Brown s Creek and east of Manning Avenue US Homes applicant Representing the developer were Phil Carlson Jay Liberacki and Dan Schmidt Mr Carlson reviewed staff comments/recommendations Regarding Mr Lockyear s comments regarding installation of parks and trails as part of phase 1 Mr Carlson said the developer did not plan to install all parks and all trails in phase 1 Regarding access to Brown s Creek near lot 149 Mr Carlson said it is their position that the access is wide enough and meets the spirit of the provision of open space/access Regarding the requirement that all trails be bituminous surface Mr Carlson said that position puts the City in conflict with the Watershed District which does not favor bituminous surface in close proximity to Brown's Creek or South Twin Lake Mr Lockyear reiterated his concern regarding the provision of a phasing plan and the provision of trails/parkland in phase 1 Mr Lockyear also noted that the City Council and Parks Board have made it clear that trails will be surfaced There was discussion about the access to Brown s Creek at the area in question as well as questions regarding the availability of parking in the area and landscaping of the access point Mr Liberacki suggested that the majority of users at that access point would be residents rather than visitors who would most likely access the trail 1 I City of Stillwater Planning Commission March 13 2006 system from points near the parks areas Also Mr Liberacki said the plans to construct the roundabout in the area minimize the need for an enlarged access at that point Regarding Mr Eckles' comments Mr Carlson said the developer is in fact meeting the City s required 10 percent parkland dedication Mr Lockyear said staff agrees with that assessment Regarding the provision of outlots versus easements at trail access corridors Mr Carlson said the developer would prefer to grant easements near the smaller trail access corridors rather than outlots Regarding the provision of a wetland mitigation site along lots 167-172 Mr Carlson said the developer does not necessarily agree that 167-172 is the best area to locate the mitigation area Mr Liberacki said the engineering consultant Peterson Environmental thinks there is more flexibility towards the east end of the project Mr Gag said it seems there are many unresolved issues remaining Mr Teske agreed that unresolved issues such as the location of the wetlands mitigation area does not seem to be consistent with granting the PUD approval Mr Liberacki said the developer had hoped all the issues would be resolved but agreed that perhaps they should come back in 30 days Mr Lockyear said the major issues are the ones listed in his memo — phasing plan access to Brown s Creek and trail surfacing technical issues he said can be ironed out by staff Mr Teske said the Creek access as proposed doesn t seem open or accessible Mr Gag opened the public hearing Ruth Bruns 8790 Neal Ave expressed a concern about the maintenance of the trail system to ensure that the trails are cleaned up Mr Lockyear said the City would be responsible for maintenance of public trails Ms Block questioned why public access to South Twin Lake is not provided No other comments were received and the hearing was closed Regarding the phasing issue Mr Peroceschi said he did not see the need for trails in phase 1 Mr Lockyear said the issue is whether the Planning Commission thinks it is appropriate to require a phasing of the trail system Mr Teske said he would favor trails in phase 1 to connect residents as soon as possible Mr Liberacki noted these trails would be very expensive to construct Mr Gag pointed out that it is City policy to require developers to pay for and install trails The decision was made to table the dicsussion with the developer to return with more firm plans after addition meetings with staff Mr Lockyear noted for the record that the developer waived the 60-day rule right of review Mr Liberacki affirmed that Other items Annual review of Linder s Flower Mart and CUB Foods Special Use Permit for outdoor greenhouse sales — Mr Teske noted that the City has all kinds of stringent guidelines regulating setbacks/aesthetics pertaining to potential developers who want to do business here or build here yet the City allows people from outside the community to put up tents to make money He suggested that allowing such tents to be put up on a seasonal basis undermines all the efforts made to maintain the desired character of the City Mr Teske noted that there are local 2 City of Stillwater Planning Commission March 13 2006 businesses paying property taxes and abiding by all the regulations that provide the same services/products and he suggested that allowing the temporary use puts a burden on the local businesses Ms Block asked about the fee for a Special Use Permit and suggested that perhaps the fee should be based on length of time rather than a flat fee Mr Teske said his point primarily has to do with aesthetics again referring to the intense review that developers must go through Mr Dahlquist pointed out that the owners of the mall like the use for the business it draws However Mr Dahlquist pointed out that the City library is temporarily located at Valley Ridge Mall which may result in a parking issue Mr Middleton noted the permit does include a provision that parking problems is grounds for revoking the permit Mr Middleton said he also would like to look at the issue of how many signs are allowed on the tent It also was suggested that the tent could be placed in a different location to alleviate potential parking concerns Mr Middleton moved to approve the Linder s permit with the condition that the number of signs be limited to two and that the tent be shifted to the southwest corner of the parking lot Mr Middleton also suggested that members drive by during the sales operation to determine if parking is a problem for consideration during next year s review Mr Peroceschi seconded the motion motion failed on a 4-4 vote with Commissioners Teske Dahlquist Gag and Block voting no Mr Gag said he would prefer allowing just one sign Ms Block said she would like the permit fee to be based on profit or length of time to be more comparable with what local businesses pay Mr Middleton noted the vendor pays for use of the lot the money goes to the Mall Association for marketing etc Mr Lockyear noted that the sales use is scheduled to begin in April and perhaps the Commission could implement additional regulations for the next review Mr Meinke suggested working on the issue so the applicants have a clear understanding of the issues/position for next year Ms Block moved to reconsider Mr Middleton s motion based on the understanding that before next year the Commission review the issues involved in the use Mr Middleton seconded the motion motion passed 5-3 Mr Middleton moved to approve the special use permit for Linder s Flower Mart as conditioned with the additional conditions that signage be limited to two 2x4 signs with the tent to be placed in the southwest corner of the lot Mr Peroceschi seconded the motion Motion passed 6-2 with Mr Dahlquist and Mr Teske opposed Mr Middleton moved to approve the SUP for Cub Foods/Baileys with the same four conditions of approval and the additional condition relating to signage Mr Peroceschi seconded the motion Motion passed 6-2 with Mr Dahlquist and Mr Teske opposed Annual review of Andiamo Special Use Permit and Wharfage Permit for the Gondola on the St Croix — Mr Middleton asked if any complaints had been received Mr Lockyear said he had checked with the Police Department He said the only complaints received were in regard to the booze cruise when officers have to be on -hand during docking Other than that the Department indicated no problems with the operation he said Mr Lockyear said there are some complaints about music from people living on the bluff It was noted that music on the dock is not allowed past 10 p m Mr Middleton spoke of the visitors and business the boats generate and moved to renew the Special Use Permit for St Croix Boat and Packet and the Gondola on the St Croix Ms Block seconded the motion motion passed unanimously 3 r City of Stillwater Planning Commission March 13 2006 Mr Lockyear briefed the Commission on the meeting regarding the proposed height regulations for the Downtown District He said VCR copies are available The options for the Commission are to deny any changes to the height regulations direct staff to refine the regulations, forward the proposal to the City Council without a recommendation or approve the height regulations as proposed Mr Lockyear noted the new Community Development Director was scheduled to come onboard in the next several days Mr Gag asked if other Commission members who had attended the public meeting were swayed by any public comments Mr Carlsen said he was surprised by how few business owners were in attendance Mr Lockyear pointed out that every business owner in the Downtown District had received notice of the meeting It was noted that many people spoke in favor of the proposed regulations and about five spoke in favor of stronger regulations Mr Lockyear reviewed 3D photos of the area that was provided for the meeting Mr Lockyear said the Commission could wait until the new Community Development Director is onboard or take some initiative and visit some areas that have had their downtown developed or instruct staff to do some videos of such areas Also, Mr Lockyear said taking some photos from a pedestrian point of view would be good to do He said while there is time to consider the various issues there is in fact interest in putting up tall buildings at this point Mr Teske said the people attending the meeting expressed their desire to preserve the character of the downtown in regulating heights Mr Meinke spoke in favor of being more restrictive in heights Mr Teske said he was ready to move forward with the proposed height regulations Ms Block spoke in favor of not allowing any additional buildings in the 20 area except for the existing buildings Mr Gag pointed out that might limit things the City could do if it received the flood wall funding Mr Lockyear suggested a revision to the map Paul Teske moved for approval of the Central Business District height regulations with one amendment — extending the 1 5-story 20 regulations to include plots 422 Mr Dahlquist seconded the motion Motion passed 6-2 with Mr Middleton and Mr Peroceschi opposed On a motion by Ms Block the meeting was adjourned at 9 30 p m Respectfully submitted Sharon Baker Recording Secretary 4 i Memorandum City of Stillwater Community Development Department To Planning Commission From Bill Turnblad, Community Development Director Date Apnl 5, 2006 Re Scott Junker petition for Annexation 12764 Boutwell Road Case No ANN/06-02 REQUEST Mr Junker has submitted a petition for annexation of his 2 acre property at 12764 Boutwell Road to the City of Stillwater Ultimately he would like to be able to create three or four building sites, including the existing home ANALYSIS 1 Orderly Annexation Agreement (OAA) • According to the OAA, the subject property is located in the Phase IV annexation area This area is not scheduled for development until 2015 • The infill provision of the OAA, Section 4 09, would allow the request to be approved, since each of its cntena are satisfied o 100% of the subject landowners have signed an annexation petitioned, o The property is adjacent to the City, o The level of growth in the entire area regulated by the OAA has not exceeded 120 permits per year (see attachment) • Section 4 08 of the OAA does not obligate the City to approve an annexation request even though it may satisfy all of the provisions of the OAA o Other properties on Boutwell Road in the Phase IV area have been the subject of annexation requests and they have not been approved since their development was deemed premature Some of these properties have repeatedly submitted annexation requests and they have repeatedly been denied Simply in terms of "fairness" those properties should probably be given annexation pnonty o City utilities are not yet available to Mr Junker's property However, the City has scheduled road and utility construction on the segment of Boutwell Road that front's Mr Junker's property this construction season After the road and utilities are completed, it would be a more appropnate time to consider annexation of the subject property Page 2 Junker Annexation 2 Orderly Development • In January and February of this year the Public Works Director discussed pending development and staff work load As can be seen in his attached memo, an orderly and manageable development pace is important to the City His memo notes that development activity that can be managed this year includes Liberty West, Royal Oaks Realty Business Condos, Millbrook, Settler's Glen 9th Addition and the McKenzie/Meisterling property Additional development would be difficult to manage ALTERNATIVES The Planning Commission has the following options 1 Recommend that the Joint Board and the City Council approve the requested annexation 2 Recommend that the Joint Board and the City Council deny the requested annexation 3 Continue the public heanng until the May 8, 2006 Planning Commission meeting for more information on potential subdivision of the property Note, however that the 60 day decision deadline for the request is May 1, 2006 RECOMMENDATION Staff believes that it would be more appropriate to wait at least until the City completes reconstruction of Boutwell Road and utility extension past Mr Scott Junker's property before the requested annexation is approved Therefore, we recommend denial of the request at this time cc Scott Junker Attachments Location map Letter from applicant Application materials Memo from Klayton Eckles . . ater Junker Location Annexation Map 1 McKusic RdBC& 6 41 > I I • • Ohlitiall at lb WI al ii si Ilk ft, all Flub de ., as P cu o Junker lot Municipal boundary ` City of Stillwater Exhibit 1 Stillwater Township A 4, 0 6).?, i 1 'Water Ji THE BIRTHPLACE OF MINNESOTA -� Petition for Annexation 200,(0 This Petition is Made this a dayof +�.WI '2@0.2 by 24 ---V4st 1 Property ....-\ sit is .owner of the property located at la")' -\ «0 PID 30030 ,70// 000 / legal to govern (lengthy legal) according to the plat therein on file and of record in the Office of the County Recorder at Washington County 2 Adjacency That the property of the owner is now within the Town of Stillwater and is adjacent to and shares a border with the City of Stillwater (The "City") all in Washington County, Minnesota 3 Orderly Annexation That Section 4 09 of the Agreement Between the City of Stillwater and the Town of Stillwater for Growth Management, Orderly Annexation and the Exercise of Joint Powers for Planning and Land Use Control, dated August 16,1996 (The "Orderly Annexation Agreement") allows owners of property adjacent to the City to petition for annexation of their property to the City 4 Request The owner therefore hereby petitions the City for annexation of her property to the City pursant to Section 4.09 of the Orderly Annexation Agreement Dated S--g\--po Signature of Property wner CITY HALL 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE 651-430-8800 March 15, 2006 Planning Members, I would like to petition for annexation 2 3 acres parcel located'at 12764 Boutwell road into city limits 108900 square feet requires zoning map amendment I would like to keep the existing home if feasible and subdivide remaining square footage for construction of 2or 3 residences of 10,000 square feet each in accordance with RA large lot Sincerely, g.....0\ Scott M Junker 13 00 N 80'5 2�606 5 M 60O14) 0 ,„ 8O45 313 24 1 � zo-n o1 127 399 9q 480 32 79 Location Map 8 ESTATES m co 1122� Z 0 232 91 1637) CsJ 3 v 7O 15 1128 271 02 9,9) q"1 I TY of STILLW1 ows 40 19 ILI" fL W RI IW IL W R.IW RJw Vicinity Map 0 111 Scale in Feet noroeurien Loa monle ray War v•Vers w whom Garet otre• m • day• ' 3:0, MEMORANDUM TO Mayor and City Council FROM Klayton Eckles, Director of Public Works �� DATE February 2, 2006 SUBJECT Control and Timing of Future Development Activity DISCUSSION At the previous City Council meeting staff presented some challenges concerning workload related to development activity and engineenng issues in the City in general As we discussed, there are 14 tracts of property that are currently in discussion for possible development The Council directed staff to prepare a potential solution to the large wave of development activity that's pending Because most of the property in question resides in the expansion area, and much of it is scheduled for 2015 annexation, the City has significant authonty and prerogative concerning the rate at which this development occurs Under the orderly annexation agreement, property does not get annexed into the city early unless the City, the Township, and the property owner all agree that it is appropnate Therefore the City Council can use its authonty and prerogative to set some guidelines and restnctions on how we might consider development activity in the expansion area Property that currently is not within the city has very little nghts and expectations should be limited Given that there are at least 14 properties and some of these would develop in a number of phases, spreading these out over at least a 4 year period would yield a more umfonn development rate of about 5 developments per year In order to pnontize which developments might be eligible to come in earlier staff looked at a number of issues We looked at whether the property has already been through or currently are in the approval process, we also looked at whether or not the property is currently within the City Using this approach the following parcels will need to be accommodated in 2006 • Liberty West — This property has already received preliminary plat approval • Royal Oaks Realty Business Condos — This project has received approval from the City Council • Millbrook/Palmer Site — This site has been in the review process for over two years and it moving towards preliminary plat approval Also it is in the Phase 3 Annexation Area • Settler's Glen 9th Addition — This is a previously approved preliminary plat and it has already been annexed Into the City • McKenzie Miesterhng — This property is currently in discussion with city staff All of parcels involved are currently within the City This list would make 2006 a very full and active year For 2007 there are a number of projects that will likely want to move forward and have some justification for doing so Recommended parcels for consideration include • Bruggeman Development — This property located off Boutwell Road will see trunk facilities installed in 2006 This property owner has been working for several years to put together development concept involving a number of parcels • Carlson Property — This property located at the NW intersection of McKusick and Neal is cooperating in the trunk utility extension to serve Millbrook It adjoins Millbrook and would be fairly easy to serve • Mary Lane Parcels — On Mary Lane near Manning and McKusick Road there are 3 tracts working towards development Trunk utilities will pass through this area in order to serve Millbrook therefore its likely one of these will be eligible and ready for development in 2007 • The parcel located at the NE corner of County Rd 12 and 15 This one has been under consideration for a couple of years and services are available Looking out further into the future, in 2008 and 2009, pnonties could be reconsidered But some of the parcels that would see additional effort would include future phases of Millbrook, the Bergmann Property, the Heifort Property, additional properties off of Mary Lane and additional properties off of Boutwell Road Obviously repnontizing can occur each year but 2006 it is recommended that City Council adopt the timeline presented in order to set some expectations for landowners in the area RECOMMENDATION If Council concurs with the timeline presented, Council should consider passing a resolution adopting a policy of controlled growth in the expansion area that is managed according to the timeline presented in this memorandum LINER INSHIP _EE AESTEAD RE ESE outt} win`. Lake I eR NSCREEKPARK " FRISBEE GOLF `O I AREA _ p BgpR` Sams. 9JETTLERS�"`�E�AE ® GLEN.' TH ST N CuRvE CREW BIND OAK GLEN• CRESCEN WohlAnd HAy� m me YV1E W CT. GREEN ME AOV. CT O INTERLACH STATE HW 36 JOHNS8N MYRTLEWOOD TOWER DR OAK HILL CT z POPLAR W WI ASP EN W 3 ELM W HIC hOR z MAPLE m z W LA REL SHELTON H LSIN ILL• ST OLIOLI=.�-w— UPPER (22 ( 11\ of -- ater rr.!'h ,I •r �T I�,, ; ), III �r Jrrr, rl I)I',V I'.I,OI'IN1 I•.\ I 410 HUDSON STY D GTO • 591h 2006 2007 2008 • Memo To From Subject Date Joint Board Steve Russell, Community Development Director Expansion Area Building Permit Update for 2005 January 5, 2006 For calendar year 2005, building permits for 53 housing units were issued The table below shows total expansion area building permit activity for the 1996-2005 period The orderly annexation agreement allows building permits for 120 housing units per year or 1,200 Year 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 Permits Issues 0 housing units 0 housing units 13 housing units 104 housing units 201 housing units 228 housing units 172 housing units 142 housing units 106 housing units 53 housing units Total 1,019 housing units Permits Allowed 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 120 housing units 1,200 housing units For 2005, 301 permits were available for issuance, 181 carryover and 120 for the 2006 allocation Recommendation Receipt of annual building permit report Attachments Orderly Annexation Section 4 01 Memorandum City of Stillwater Community Development Department To Planning Commission From Bill Turnblad, Community Development Directoi Date Apnl 3, 2006 Re David Reed Garage Variance 602 Eben Court Case No V/06-09 BACKGROUND Mr Reed is requesting a garage vanance on behalf of property owners Amber and Jason Lewis Their property is located at 602 Eben Court in Liberty on the Lake ANALYSIS The Lewis property is zoned CR, Cottage Residential In this zoning district, a garage is allowed to be "no larger than two stalls wide" [City Code Ch 31, Subd 11 3(1)a] The proposed garage is three stalls wide Therefore, a variance is being requested to allow a wider garage than permitted In order to grant a vanance, three review cntena must be satisfied They are found in City Code Ch 31, Subd 30(2)d and are as follows 1 A hardship peculiar to the property, not created by any act of the owner, exists Personal, family or financial difficulties, loss of prospective profits and neighbonng violations are not hardships justifying a variance This criterion addresses the need for a peculiarity of the real property that prevents the owner from meeting a zoning standard For example some physical uniqueness specific to the lot that would prevent the Lewis from meeting the two -stall maximum garage width In this instance the physical nature of the lot does not create a difficulty with respect to the width of the garage The difficulty is simply that there is a desire for a larger garage than permitted 2 A vanance is necessary for the preservation and enjoyment of substantial property nghts, and, if granted, would not constitute a special pnvilege not enjoyed by neighbors A variance is not necessary in this case to preserve substantial property rights A two -stall wide garage is a reasonable use of the property It is in fact a width that has been maintained by all other landowners in the CR Cottage Residential zoning district Page 2 David Reed 3 The authonzing of the variance will not be of substantial detnment to adjacent property and will not matenally impair the purpose and intent of this section or the public interest nor adversely affect the comprehensive plan This criterion seems to be met The zoning chapter of the City Code is not explicit about the reason for limiting garage widths to two stalls but it is likely related to a desire to minimize the size of the garage relative to the size of the home In this instance the unique shape of the lot relative to the public street de-emphasizes the width of the garage Furthermore the garage is proposed to be built at a 90% angle to the front of the home which would further minimize the perceived width of the garage ALTERNATIVES The Planning Commission has the following options 1 Approve the requested vanance for a three -stall wide garage 2 Deny the request for a three -stall wide garage 3 Continue the public hearing until the May 8, 2006 Planning Commission meeting The 60 day decision deadline for the request is May 17, 2006 RECOMMENDATION Since staff does not find all three vanance review cntena to be satisfied, we recommend demal of the request cc David Reed Amber and Jason Lewis Attachments Location map Site plan Letter from applicant Letter from Architectural Review Committee Elevations and floor plans MAR—,"n'_'T cv1v3E 7 Ivim' REMA}"` vni\unLL ULila1v5514550480 TO 6513E6 "v L PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Case No V Date Filed Fee Paid Receipt No ACTION REQUESTED -19 Special/Conditional Use Permit -Variance Resubdivisron Subdivision"' Comprehensive Plan Amendment` Zoning Amendment* Planning Unit Development* Certificate of Compliance The fees for requested action are attached to this application *An escrow fee Is also required to offset the costs of attorney and engineering fees The applicant Is responsible far the completeness and accuracy of all forms and supporting material submitted In connection with any application All supporting material (1 e , photos, sketches, etc) submitted with application becomes the property of the City of Stillwater Sixteen (16) copies of supporting material Is required If application Is submitted to the City Council, twelve (12) copies of supporting material Is required A site plan is required with applications Any incomplete application or supporting material will delay the application process PROPERTY IDENTIFICATION � �� �7 Address of Prole Assessor's Parcel No (�/1 c2 � L OC6 /Vr'7�! ,00 Gi z' GEC Code) Zoning District Descnptron of Project f'S/ d "I hereby state the foregoing statements and all data, Information and evidence submitted herewith In all respects, to the best of my knowledge and belief, to be true and correct. I further certify 1 will comply with the permit If it is granted and used " Property Owner i d / Representative Mailing Address Mailing Address r City - State - Zip City - State - Zip Telephone No / Telephone No Signature�•�✓ / �,-� _ Signature (Signature is quired) (Sign -ture is re wed) Lot Size (dtmensrons) (a x, Land Are Height of Buildings Pnncapal, Accessory SITE AND PROJECT DESCRIPTION Total Building floor, Existing Stoves Feet square feet square feet Proposed square feet Paved Impervious Area square t No of off-street parking spaces_ C.ty of . 14 Nv a t ‘ , ,- Community DC\ eli molt Den irtmcnt A/ Road right-of-way 0 Property lines DMunicipal boundary Reed Variance Location Map Exhibit A FOUND IRON -1 93, N X9 \T9 FOUND IRON O O O 00 CV O O Z IL�1�JL�1�k, ' 01 I 10o0 h 1- ryX c D' (9525)x ,yh S 89 57 41�, E 111 01 h e�1 `("N 1 v V PROPOSED HOUSE 1 a SBL 8 — 1� SBL -"v 1 ' L_ I 1 N 89 57(41 W 100 00 ,50 > PROPOSED RET WALL (93_1 xo 6 PROPOSED 26 9 56 7) 0_ GARAGE /AA � ti xs 6- FLOWER BED 956 6) 19561 952 Ul 12 I X SBL >e ` SET IOf--1 • tn "7—SET IRON 1 rN oO N 954 rn 0 PROPOSED RET (n / — SET IRON 7�x 953— 953 4X WALL 55/ i9 GRADE 996 5X 957 0 DREIVEWAYXISTING SI • MATCH E. AN OGUTTER WALK E �9 LLL L•L LANDMARK DEVELOPMENT GF OUP, LLC LLL REAL ESTATE CONSTRUCTION LIFESTYLES 971 Sibley Memorial Highway Mendota Heights MN 55118 651 455 1256 Fax 651 455 0480 March 17, 2006 To whom it may concern This letter is intended to give clarification to a variance which is being sought for 602 Eben Court Stillwater, MN 55082 legally described as Lot 22, Block 1, Liberty on the Lake 2nd Addition I David Reed, the owner of Landmark Development Group, LLC have been building homes in Liberty on the Lake for approximately 1 1/2 years Prior to my purchasing home sites in this neighborhood, I sold homes for another builder in Liberty on the Lake for approximately 3 years I have recently designed a custom home for Jason and Amber Lewis to be built on the aforementioned home site It has come to my attention recently that the zoning ordinance which applies 602 Eben Court calls for no more than two garage stalls in width per home Needless to say that was a significant surpnse to me In the past 4+ years it has been represented to me by the developer of Liberty on the Lake, Contractor Property Developer s Company (CPDC), that an Architectural requirement of the neighborhood would not allow more than two garage doors facing any public street In other words, it was always assumed that three car garages were acceptable as long as the site plan allowed for the garage to be a side or rear loading layout Neither the developer, nor I, was aware that the city zoning would not allow any three car garages I have asked the developer to submit a letter clarifying their understanding of this ordinance as well As the enclosed construction drawings indicate, I have designed a home for the Lewis' that has a three car, side load garage layout The coincidental circumstances of this situation are such that the home site in question, Lot 22, is the only home site in the neighborhood that would accommodate a side load layout Therefore, my staff and I have represented to many people over the years that a three car garage would work on that home site I believe this variance application should be granted due to the nature of the misunderstanding that has occurred regarding the home sites in this area In tact, the Lewis' have already purchased the home site and are awaiting a building permit for me to begin construction on their new home A three car garage was a primary concern for them which led them to this particular home site All construction drawings to be proposed in Liberty on the Lake have gone through an extensive Architectural Review process by CPDC CPDC takes into consideration all aspects of the home including site onentation, architectural design, color schemes and exterior finishes CPDC has approved this home and we all believe it is a positive addition to the neighborhood As a result of this extensive review process I can t www thelandmarkgroup net imagine any adverse affect that this vanance would have on the neighborhood, the community or the City of Stillwater It is my sincere hope that this vanance will be granted and that I can begin construction on the Lewis' home as soon as possible Thank you for your consideration of this matter Should you have any questions, please don't hesitate to call me at any of the numbers listed below Since ly, David Rhed Landmark Development Group, LLC Direct (651) 552-2303 Cell (651) 230-0251 Cc Customer File CPDC Lewis' P 02/02 Libl!ri j on the Lake Architectural Approval Date of rinal Approval Address 602 EbEN COURT Lot zz flock I rhabe 2"d Addition Flan Approval No 15uJdcr LANDMARK D .\/1 LOPMENT GROAT', LI C . homeowner- JA5ON&AMt>E.KLI.WI5 Approved A5 5L11Ml1 J E,D, DATED I/1812006, subject to submission of official CERTIrICATE OF SURVEY, for review and approval ARC Comments The home is well -sited on the lot, and very nicely detailed, both authenticallq correct, and with respect to surrounding neighbors The clever use of raised plant beds to minimize foundation exposure and eliminate railings ,s especially nice The home's recessed position could support a stronkcolor scheme, which the AKC will look forward to reviewing when available Nice Job' Liberty on the Lake Authonzed by 4/ri Thank you for your cooperation Date 1:::10* Grc 3030 Centre romte Dnvc, Suite 800 Roseville, MN 551 13 Phone 65 I.556-+529 fax 65 I-556-+j49 • / 3,ITCOVE la OCE IAR BRACKET t 1-0 r L_ DECX V ,zREEL VS CI1111 !.: FINAL TRADE TO BE DETERMINED OLEFT ELEVATION 1/8 1-0 J r J (-.5 ROOF PLAN 1/8 1 -0 MIRATELMARDI BULTW ASCP. Pahl VENTED SOFFIT PER SPEC, ONO NV X 6• MIRATEC TRIM AROUND —_ ALLWMDOWS AND DOORS TYPICAL V eWO5URE IMR3Ie LAP B DINT PER SRC TYPICAL CEDAR P4NDOYI BOX SR X 7 MRATEL TRIM WITH Tn00 ,I0OR.LmF(T+'PI� LA LR) 10 ,1„T TNT, (TO M1E)_ Da (F« PLR.) _— FINAL 17 BE INTERFERED OREAR ELEVATION 1/8 1 -0 to - id UT RA RATE) 41 UT rTD PLATE) DECK ARD RAl (M D'DL RA) ORIGHT ELEVATION 1/8 1 -0 rRiztaid�l�.!•1•���i.... OFRONT ELEVATION 1/4 1 -0 tl /11► - T CAPON 34SOUV@PR PRM CUM/RED STONE ACE 1 • • FOUL DETEETT]AOE 0 DE DIM® C4117110101,3MMIME VEMr 13 510N0LE5 TYPICAL MIRATEC BATTENS OVER HARDIE ANPIIBOARDS 1LP CHAMFERED TAP, DRIP EDGE DYE SH xT PATEC TRIM T6ASLEENDS IT KEEL N011SE RATE: 4 1 /T 6ARA6 P6200 C M 6 HIRATEC TRIM ALL OUTSIDE COW419t4 TYPICAL RNLSMED IROOIC OP or or PDNM0116E: lea OP OF DN/6ARA6t 402T VL Il 602 Eben Court, Stillwater, MN 55082 LOT 22/BLOCK 1 Liberty on the Lake 2nd Addition Landmark Development Group LLC 971 Sibley Memonal Highway Mendota Heights MN 55118 651 455 1256 fax 651 455 0480 1/18/200f MARK DATE DESCRIPTION PROJECT NO MODEL FILE. DRAWN BY HOR CHK'D BY COPYRIGHT 2006 Landmark Development Group SHEET TITLE ELEVATIONS CONSTRUCTION ISSUED 1/14/06 PRINT DATE 1/18/2006 SHEET 1 OF 4 33 2 ma/PWlmrmo, 20 10' 124 h • 13 ROSIN Iwi 00 -I=2 TREATED DT - TTR6oL6 6i0 TREATED F05 r CONCRETE MSC. RME D09 6' C. lD7 TR 7 — IF' -CFI 2m RlYJN RCI;OST T-1' 7- / T/P.gi00 / 100.00 1- II J/-1 ntFoctswia I I 0, LD+®'44L LEv6e II N 4,? k� IL J1 GIRDER1Wl55 37 rP r I5O01tTRD»e6 _ Y II IR 17-03/4 51 / 410114 6TT H/4Nl aas � �! ullw ji FUTURE M si WET BAR FI ENA.Z 2. Or. FUTURE Z. FAMILY ROOM 0 ax sal K I I 2 KSGWNt - POLL. TT - j1 STORI 11 II FUT HALL I' �310� B FUTURE BEDROOM #2 !2.0 01 17 I —h k LL 13 o- k111 II1 1 tJF TURE MEDIA ROOM ( a a1 6-0 II UNFIN LZ MEGH UNEXGAVATED is 4-7. TR,94. TTP0ATE� TED FLriXWD VEER.) 64Ane • f TEENER 43 37 4639 NICK ,g ura C¢ fit_�I T1 h a. .FUTURE - 2X6L,96FR *3 B TI I I-4 h I � RN M • roetcN( II e a IIfL I rooms oC 24 3/4 I Daps r c I L sA' 2x b a o- FUTURE BEDROOM #3 a 7-3 1/7 jr1 4.9914 4T 11- —s I II I II ( a al 10 51411 (' (Rl1 Y FLOOR Tmb5E5 x c 2 FUT IN.! GG 20-0. LOOKOUT FOIRLLMTLOR 6A' C 1245 4- K LLLT.Ni0 T 11 5,6 54 54-V 54 a 1011/4 I4-0 FULL FOUNDATION 1- T GLOW MUSKET ERROL 264 1671 0) 71 7Y 47MD) 170 / OFOUNDATION PLAN 1/4 1 -0 h fi 4 FOUNDATION NOTES I All EXTERIOR DIMENSIONS ARE TO OUTSIDE OF CONCRETE FOUNDATION UNLESS NOTED OTHER. 2 INTERIOR DIMENSIONS ARE TO FRAMING CENTERLINE. LINO 3 ALL ANGLES ARE 90 0R 45 DE GAT UNA 4. FOOTING DEPTH AT ALL UNCONDITIONED FACESE MINIMUMOF4T BELOW F/GR ADF s EOUImATION WAIN r X 9,12 HGT CUP REINFORCED CONCRETE WITH 2X4 ENERGY WALL FRAMING ON TIE INTERIOR ON217 X BFeNFOR®CONO2,E FOOTING UNLESS OTHERWISE NOTED 6. GARAGE FOUNDATION r X42 HGT CLP REINFORCED CONCRETE WITH r LEDGE DROPPED r ON I X r CONCRETE FOOTINC U.N.O. ratir6W YAI..1( 7 LOOKOUr XNEE WALL NOM. r x 4r CIP CONCRETE 138 1/2- ABOVE FLOOR SLABI. U.N.0 & INTERIOR BEARING WALL FOOTINGS TO BE 16 xr uxo. 9 INTERIOR HEADERS (2) 2X 105. EXTERIOR HEADERS (II13/4 X91/r LVL,UNO 10 INTERIOR DOOR HEADERS SET AT 6-11 IBFOLD HEADERS AT 6 117 UNA 11 W000W HEADERS SET AT B' 1 1/4 ABOVE FOOTING (TA 3/4 ABOVE 51AB1 U N 0 12 FLOOR CONSTRUCTION TO BE 3 1/2 REINFORCED CONCRETE SLAB. UNFINISHED 602 Eben Court, Stillwater, MN 55082 LOT 22/BLOCK 1 Liberty on the Lake 2nd Addition Landmark Development Group LLC 971 Sibley Memonal Highway Mendota Heights MN 55118 651 455 1256 fax 651 455 0480 1/18/200f MARK DATE DESCRIPTION PROJECT NO MODEL FILE DRAWN BY HOR CHK'D BY COPYRIGHT 2006 Landmark Development Group SHEET TITLE LOWER LEVEL CONSTRUCTION ISSUED 1/14/06 PRINT DATE 1/18/2006 SHEET 2 OF 4 T24 14.r z rr 6 11 93 4J 99. h ♦ / A C1N139 I: rnt DECK 4 MASTER BEDROOM ( 34' 13-01 ROOF MUSSES ®Or OL KITCHEN PINING ROOM O r -r1 a 13d' 33 LIVING ROOM ( X 4n AUL Ur 1 Ta 11 a C 4M M BATH IINI IINI RANI IINI IINI IN1 EL I—irx3071 LALATTIC GE954� tr WIG 53d' r 4x6N / N AAA IINI Ill% Ill% IINI II 0 NIIINIIINIIINIIIN' L FOYE 9d D RY 8 tr mown 513 TYPE x 6YP BOARD TO HOUBPASARAOE GO1414014946LL9 ANTS TO UNPS90WS OP MISSES CONCRETE 9LA1k ALL PLATES ON SLABS TO BE T18ATED !r4414445P POIINI2A11011 O Be 12. BLOW TOP OP HOUSE FOUNDATION IIrTYR ARC RAT® 699 BO TO NWE'S.= OP MAK. TI4S POLL e$ 22 GARAGE OPENER WAS.. PBR woe 17 COW 6TPJ9 CO SP 14•.1»940esI 8 I DOOR x / / \ A a 6 =1•15r 71 T_ A e SIMPSON 0MEM 80 r400O DOOR MTN 4NO'Wanes DN BYO TORS SR vo®L r 4d STUDY 1?d d 134 34.3 311 / 9,r GP41B' / r 13 1 Ti It I15 I Ia 13 ♦a J 13 ♦ p a B a Era 19 10. 260 10 T 4r 17P 6a 10 FLOOR PLAN NOTES I ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SHEATHING ING UNL S NOTED O 1-03L 2. INTERIOR DIMENSIONS ARE TO FRAMING CENTERLINE LIMO. a ALL ANGLES ARE 90 OR 45 DEGREES. U.N.0 4, EXIEMO& SHEATHING TO NANG OVER RIGID FOAM FOUNDATION INSULATION BY I4 ALL AROUND TYPICAL S. 2X6 EXTERIOR WALLS WITH 1119 INSULATION RATE HEIGHT SET AT 9' I I/B' ABOVE SUBROOR U.N.O. & INTERIOR HEADERS 12) 23(I03. EXTFR10R HEADERS ( II 13/4 X91/TWL UNA 7 INTERIOR DOOR HEADERS SET AT6 I 1 BF FOLD HEADERS AT 6 10' UN.O EL WINDOW HEADERS SET ATT I13/6 ABOVE SUBRmR UF10 9 FLOOR CONSTRUCTION TO BEI6 FLOOR TRUSSES AT 24 O.C. UALO 10. SUBFLOOB TO BE 3/4 T6G DM. GLUED AND SCREWED I I FRAMERS TO NSURE THAT FLOOR AND ROOF TRUSSES ARE AUGNED TO ACCOMMODATE REIM OMAIN FLOOR PLAN 1596 SF 1/4 1 -0 602 Eben Court, Stillwater, MN 55082 LOT 22/BLOCK 1 Liberty on the Lake 2nd Addition Landmark Development Group LLC 971 Sibley Memonal Highway Mendota Heights MN 55118 651 455 1256 fax. 651 455 0480 1/18/200f MARK DATE DESCRIPTION PROJECT NO MODEL FILE DRAWN BY HOR CHK'D BY COPYRIGHT 2006 Landmark Development Group \ 1I SHEET TITLE 1st FLOOR CONSTRUCTION ISSUED 1/14/06 PRINT DATE 1/18/2006 SHEET 3 OF 4 41. OKNEE WALL 1/2 1-0 D II _YA LlIDOG YA N6 TO PM GE 11=II I=I®1T0�1 OOFI RAC al-I1=I11=111HII� _ - 9a1 B.RB LONTI UOUS II - II - II II II II II I I I 10 'e MAMIPAGTURED ROOF - DEAL VAPOR BAPRIER OVERLAP 4Il0 4C0 BEAD 09LDX6 OP RAT! 1?HP FIRST FLOOR SI T66056 GLUED AHD SCREYRD II tY9Q0 V/ C 5W9 GYP BD FINr11RD —'r - - 1 ANCHOR BOLTS AT9 OL ?GYP BD 1 BILSMl0 FOYYER LEVEL. ]W STU PALL AT WOO 1 MESHED ARE6!! TREATED V4 PLATE B I? CONC SLAB 6MLP0. -„ 1 _i 1 I = .TIC 11= 5UM 6 `II?iI_IIFLI - i • d>, O 00ff 99-4 TTOOX� OO�OR PVULUHE ASPHALT 519N61. Bee SPEC 1911 R0019M6 Par �tYSOSD SNEATN It6 I 1944 BLOP645 INSULATION PROVIDE MR OWES ® EA TRUSS BAY 14UI91241.N! CUPS 0 EA TRUSS DX mO0ID1665 RFaD Zm SUB+ASCA BULTL IWmIIMBIATFL AS64A PER SPEC. VENTED IWIDI! SOFFIT PER SPEC PER ELEVATIONS AND SID216 PER SPEC- H1S B60RRT! SIRAT11046 21•1651UD PALL TIYOL TYV 660125e WRAP R 9 FIBERGLASS INSULATION POLY VAPOR DA PIER Dt6 PLATE 1 O. RIGID FOAM CONTDIUDUS PER CODE 2X6 TREATED PLAT! ON 6A61IET II 6'%4-0'LONLRlTE POOP DATION YALL Ow MAW =IIFaiiFalll�l l R10 EXTRUDED POLYSTYRENE -RI6 D INSULATION AT PC6METCR II = I I = I STEP AND SIDE AT SLOPE,* GRADE =II=IIIIII=II= II — II —II —II - II II — II — II - II -II-II El?R POL ABM SOIL 56PARA OR IMAM ROIL 1-0 ]..BARS CON11 0005 �FULL FOUNDATION WALL 1/2 1 -0 E W O -J co cu 602 Eben Court, Stillwater, MN 55082 LOT 22/BLOCK 1 Liberty on the Lake 2nd Addition Landmark Development Group LLC 971 Sibley Memonal Highway Mendota Heights MN 55118 651 455 1256 fax. 651 455 0480 1/18/200f MARK DATE DESCRIPTION PROJECT NO MODEL FILE DRAWN BY HOR CHK'D BY COPYRIGHT 2006 Landmark Development Group SHEET TITLE ELEVS/SECTIONS CONSTRUCTION ISSUED 1/14/06 PRINT DATE 1/18/2006 SHEET 4 OF 4 Memorandum To Stillwater Planning Commission From Bob Lockyear, Interim Community Development Director Date Apnl 6, 2006 Re Cases No ZAM/06-01,02,& 03, PUD/06-07, SUB/06-06 and ANN/06-01 Zoning Amendments, Planned Unit Development Permit, Subdivision and Annexation of for a 270 lot development on 170 2 acres of land and water located south of TH 96 and west of Neal Ave (aka Millbrook Subdivision) Laid over at the request of the Developer on March 13, 2006 Background This is the continuation of the review of a proposed residential development on a 170-acre parcel of land with accompanying water features located on the northern edge of Stillwater at the intersection of County State Aid Highway 15 (Manning Avenue) and State Highway 96 (Dellwood Road ) The proposal is to create a new neighborhood for the city consisting of 271 residential units with supporting neighborhood features including parks, trails and access to the water The review and recommendation to approve a large subdivision to add to the community can appear to be a bit overwhelming to the Planning Commission However, given the proper perspective, you will provide an excellent check to work that has been performed by the developer and their team to meet the exacting standards of the community as well as to monitor the work completed by your professional staff Staff is providing some guidelines to help you in forming your opinion regarding this major residential addition to the City of Stillwater You should depend on your professional staff to provide the technical aspects of subdivision development They are trained to review the development for such things as lot configuration, street network, adequate provision of utilities including gas, electnc, lighting, communication cable, sanitary sewer, street trees, parks and trails and natural resource and storm water protection In addition, they have been concerned regarding the design features and phasing of this project and how the city will be able to deal with this new neighborhood coming on line in Stillwater This comprehensive application includes requests for rezoning this property into three categories, CR - Cottage Residential, TR - Traditional Residential and TH - Town House In addition, the developer seeks to have a Planned Unit Development approved for a mixed use subdivision with supporting amenities A subdivision plat is also required to divide the property into lots and outlots that can be recorded to allow for sale and taxing purposes Since this property is not a part of Stillwater as yet the developer is also requesting annexation of this property into the city Page 2 Cases No ZAM/06-01,02,& 03, PUD/06-07, SUB/06-06 and ANN/06-01 (aka Millbrook Subdivision) Your role in this complex review is to determine if the developer and staff have provided you with enough information for you to make a positive recommendation to the Mayor and City Council regarding subdivision and zoning of this property and subsequent annexation into the City of Stillwater Major questions to be answered to your satisfaction should include 1 Does the proposal conform to the community's comprehensive plan? 2 Is the timing proper for the proposed subdivision and rezoning? 3 Are all of the utilities available to serve the proposed development? 4 Is the proposed use compatible with adjacent land uses? 5 Have all of the minimum standards for this development been met? 6 Is there an adequate transportation network to serve the development? 7 Will the proposed development place an undue financial burden on the city? Staff is of the opinion that these questions are addressed adequately but there may be other specific issues that you wish to pursue and staff would encourage you to bring them forward at the public meeting It should be noted that in reviewing this development the city is to hold the developer to the minimum standards as are laid out in the vanous regulatory ordinances regarding residential subdivision and zoning in the city The developer may offer additional enhancements for marketing purposes but they are not obligated to provide them Recommendation Following the March Planning Commission meeting staff has, in consultation with the development team, amved at a point that we feel confident that this proposal is npe for review by the commission The developer's plan, as is included herein, has met all of the standards imposed by your regulations A list of conditions for approval are attached We have reviewed these conditions with the developer and we believe that they are in agreement Staff would recommend that upon satisfactory review of the proposal, the Planning Commission endorse the efforts of the developer and their team and recommend approval of the zoning, subdivision and annexation as proposed, conditioned upon the attached list of conditions included by staff and the development agreement between the City of Stillwater and U S Homes for Millbrook Attachments List of conditions for approval of the request Development agreement Mil'brook Subdivision preliminary plat conditions of approval as proposed by the City of Stillwater Community Development Department are as follows April 10, 2006 1 All trails will be paved with the exception of the trail around the south side of South Twin Lake Staff will work with Brown's Creek and Marine -Carnelian Watershed Distncts to ensure that the trail system is acceptable with hard surface Every effort will be made by city staff to ensure that all improvements required by the City of Stillwater will also meet watershed standards City may require a temporary escrow of developer funds to allow platting and building to proceed if the city and the watershed have not agreed on an acceptable trail surface at the time of construction 2 The South Twin Lake Trail in this subdivision will consist of a surface yet to be determined but will meet configuration, wear and maintenance standards set by the Community Development Director and the City Engineer The developer will research and formulate a plan to surface said trail in such a manner that will withstand use over time and remain in place Cost of construction and maintenance will be two of the cntena that will be considered, however, other cntena may be considered The intent is to create a trail that is both sturdy and non -intrusive to the environment while allowing for easy access to this area of the lake 3 Developer will provide a 20' general easement allowing for future use for trails and utilities on the property along the south side of State Highway 96 nght of way 4 The developer will be provided three building permits (one for each building type) pnor to completion of the first phase of the interior street network 5 Developer will be guaranteed that the City of Stillwater will issue up to 90 building permits each year following the initial issuance of the first three permits 6 A grading plan delineating the play area types for the large park will be generated by City of Stillwater and provided to the developer no later than May 1, 2006 7 The Developer shall provide water service stubs at each park with three stubs to be included at the large active park A sanitary sewer stub will be provided at the large active park at a place yet to be determined by the City of Stillwater 8 The two active parks will be graded as a part of the first phase and will have turf established to the satisfaction of the city prior to the city's assuming maintenance of same This will, at a minimum, include mowing, fertilizing, rock picking, leveling, tramming, weed management and over seeding as necessary Target date for the first transfer of park land will be fall of 2007 Page 2 Millbrook Subdivision preliminary plat conditions April 10, 2006 9 City of Stillwater staff will work with the Carlson property owners to ensure that the sewer and water service will be provided to Millbrook through the Carlson property 10 Brown's Creek trail link on the Millbrook property that connects to the Carlson property will be installed by developer at the time that the Carlson property comes on line for home sales if pnor to construction of the final phase area in Millbrook 11 Developer is to ensure that the Millbrook subdivision shall meet the DNR regulation for open space requirements around South Twin Lake 12 Developer's engineer will complete the utilities phasing plan and forward to the City of Stillwater Engineer for review and approval pnor to final plat approval 13 An as built easement map showing 30 foot easements for trails will be completed for the trail system and recorded as each section of trail is completed 14 Roundabout will be built as stipulated by developer's engineer Details to be sent to City of Stillwater Engineer 15 Lots 129 and 149 adjacent to the trail access off of the roundabout will be restncted by covenant to have open rail fencing and non -continuous shrubbery not exceeding four feet in height along their side and rear lot lines abutting the trail comdor This is to provide for a more inviting entrance to the trail system 16 Wetlands crossings on the trail system will allow for through traffic for maintenance purposes A detailed plan will be approved by City of Stillwater Staff and the watershed distract prior to construction 17 All fees, charges and assessments will be provided for by either payment or letters of credit to be filed with the City of Stillwater pnor to signing of the respective final plat EXECUTION DRAFT 3/22/2006 PRELIMINARY DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF STILLWATER AND U S HOME CORPORATION, A DELAWARE CORPORATION FOR MILLBROOK This Instrument Drafted By David T Magnuson (#66400) Magnuson Law Firm 333 North Main Street, Suite 202 Stillwater, MN 55082 651/439-9464 (telephone) 651/439-5641 (fax) TABLE OF CONTENTS CONDITIONS 2 ASSIGNMENT 3 NOTICES 3 SEVERABILITY 4 NON -WAIVER 4 COUNTERPARTS 4 - 1 - PRELIMINARY DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is made and entered into this day of , 2005, by and between the City of Stillwater, a municipal corporation and Home Rule City under the laws of Minnesota (the "City") and U S Home Corporation (the "Developer") WITNES SETH WHEREAS, the Developer is the fee owner of land now in the Town of Stillwater proposed for annexation to the City of Stillwater and development as an urban residential neighborhood The land is shown on Exhibit "A" (the "Land"), and WHEREAS, the Developer applied for and obtained approval of the development concept depicted on Exhibit "A" from the Stillwater City Council on December 6, 2005, and it is the purpose of the agreement to describe a process that will guide further project review, with the ultimate goal of annexation and build —out of the project, and NOW THEREFORE, the parties agree as follows 1 The Developer is entitled to submit Applications for Rezoning, a Planned Unit Development Permit and Subdivision approval ("Development Permits") which the City agrees to consider in a timely manner 2 Approval of each needed Development Permit by the City will be contingent upon the annexation of the Land to the City 3 Once all Development Permits have been granted, as set forth in Section 2, and the Joint Planning Board, established by the orderly annexation Agreement between the City and Town of Stillwater dated August 16, 1996, has given any needed approval 4 The City will take the required action to annex the Land to the City, provided that further Development review will be based upon the following Conditions (a) The commitment of the City to accept and process Development Permits is based upon the following assumptions and conditions (b) Millbrook may be developed with no more than 27presidential units (c) Concept approval of the Development Plan for Millbrook requires dedication of three City parks totaling 11 2 acres as submitted to the Park Board on November 28, 2005 and the City Council on December 6, 2005 (d) The trail must be extended around the South Shore of Twin Lake (South Shore Trail ) (e) The design of the South Shore Trail and other trails will be guided by a Master Trail Plan for Millbrook that must be prepared for the Development by the Developer The Plan will control trail location allowable uses, and the type of construction and surfacing The Master Trail Plan must be developed in conjunction with City staff (f) Final Park dedication requirements must be approved by the Stillwater Park Board (g) The final Street Plans, traffic circle and medians must be finalized, reviewed and approved by the City Traffic Engineer (h) The Traffic Engineer must consider all concerns of the City Fire Department regarding street width, parking and turning radius in conducting the review (i) A detailed Landscaping Plan must be prepared by the Developer showing the method prepared for screening buildings with frontage along Brown's Creek and South Twin Lake from view of those resources 0) All Housing Designs must be reviewed and approved by the Planning Commission (k) Site Grading Plans must be reviewed and approved by the City Engineer (1) Phasing of project development must be planned to minimize traffic impacts on Neal Avenue (m) Agreement must be reached with the City for the payment of any deferred charges, trunk charges, connection charges for regional infrastructure improvements necessary to serve the Land (n) Agreement must be reached for payment of amounts due by reason of the Stillwater Expansion Area Transportation Adequacy Fund (SEATAF) 2 (o) Approval of Developer's Utility, Storm and Street Improvements and the Developer's design that must provide service opportunities for adjacent owners and the installation of utilities to the boundaries of the Land such that no undue effort or disturbance of constructed facilities occurs (p) (q) Trunk facilities of any kind constructed by the Developer must be designed and coordinated with other land owners to facilitate trunk extension in such a way as to provide service to all property in the service area This Plan must be approved by the City Engineer Developer must have finalized, to the approval of City staff, a Declaration of Covenants that deals with responsibility for maintenance of common interest community property, infrastructure and open space and a disclosure statement to explain to prospective lot buyers the environmental aspects of the Development, Brown's Creek, Twin Lakes and the surrounding area (r) The City agrees to develop a reasonable formula for providing the Developer a credit to apply against other City charges for amounts expended by the Developer for the construction of trunk facilities that are designed for the benefit of other property owners 5 Assignment The Developer may not assign this Agreement without the written permission of the City 6 Notices Any notice or correspondence to be given under this Agreement shall be deemed to be given if delivered personally or mailed postage prepaid, certified mail, return receipt requested (a) As to Developer John J Liberacki, Division Vice President Land Development Project Manager U S Homes Corporation 935E Wayzata Blvd Wayzata, MN 55391 952-249-3022 main 952-473-7401 fax Jay Liberacki@lennar com (b) As to City City of Stillwater 216 North 4th Street Stillwater, MN 55082 -3 With a copy to David T Magnuson Magnuson Law Firm 333 North Main Street, Suite 202 Stillwater, MN 55082 (651) 439-9464 main (651) 439-5641 fax dtmagnuson@magnusonlawfirm com or at such other address as either party may from time to time notify the other in writing in accordance with this paragraph 7 Severability In the event that any provision of this Agreement shall be held invalid, illegal or unenforceable by any court of competent jurisdiction, such holding shall pertain only to such section and shall not invalidate or render unenforceable any other provision of this Agreement 8 Non —waiver Each right, power or remedy conferred upon the City by this Agreement is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, or available to the City at law or in equity, or under any other agreement 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 If either party waives in writing any default or nonperformance by the other party, such waiver shall be deemed to apply only to such event and shall not waive any other prior or subsequent default 9 Counterparts This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the day and year first above written CITY OF STILLWATER By Jay Kimble Its Mayor By Diane Ward, City Clerk 4 STATE OF MINNESOTA ) ) ss COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this day of 2005, by Jay Kimble and Diane Ward, the Mayor and City Clerk, respectively, of the City of Stillwater , a Minnesota municipal corporation, on behalf of the municipal corporation Notary Public DEVELOPERS U S HOME CORPORATION, A Delaware Corporation By STATE OF MINNESOTA ) ) ss COUNTY OF WASHINGTON ) beracki ion Vice President The foregoing instrument was acknowledged before me this G-1- day of AAA. , 2005, by John J Liberacki, Division Vice President for U S Home Corporation, Developers SARA K JENSEN NOTARY PUBLIC MINNESOTA My Commission Expires Jan 31 2010 NotarjH`ublic -5 EXHIBIT A LEGAL DESCRIPTION Memorandum City of Stillwater Community Development Department To Planning Commission From Bill Turnblad, Community Development Directo� ,1 Date Apnl 3, 2006 Re Mr Ken Taillon Variance Extension 3374 Staples Place Case V/02-10 BACKGROUND Mr Taillon would like to construct a 751 2 square foot detached accessory building at 3374 Staples Place The zonmg standards for the neighborhood allow a maximum detached accessory structure size of 500 square feet A variance was granted for the requested building size upon appeal by the City Council on Apnl 16, 2002 The concrete pad for the accessory structure has already been constructed, but not the rest of the building Mr Taillon would now like to construct the rest of the building However, construction of a building for which a vanance has been granted must begin within two years of vanance approval, or it becomes void More than two years have passed since the Apnl 16, 2002 approval date Though, if requested, a one year extension may be granted So, Mr Taillon has submitted a request for the one year extension ANALYSIS The proposed accessory structure has the exact same size as that approved by the City Council Moreover, the extenor building materials are the same Architectural details have been added to the onginally approved plans though The proposed building now includes more windows, dormers and an improved roofline The revisions are more in keeping with the attention to design details exhibited by the rest of the Legends neighborhood The Legends Architectural Review Committee has already reviewed and approved the revised plans RECOMMENDATION Staff recommends approval of the one year vanance extension and the revised extenor building elevations cc Ken Taillon Attachments Letter from applicant Original plans Revised plans Approval letter from Architectural Review Committee 03/17/2006 13 49 FAX 6514902150 SEH INC f j002/003 March 17, 2006 City of Stillwater Planning Commission 216 North Fourth Street Stillwater, Minnesota 55082 Dear Commission Members RE Request for Architectural Changes 3374 Staples Place 31-030-20-24-0047 Legends of Stillwater We are requesting your review and approval of architectural changes to a previously approved accessory structure concept plan On March 17, 2002, pnor to the development of architectural plans for our home, we submitted a concept plan for a proposed accessory structure to the Legends Architectural Review Committee and the City of Stillwater Both groups approved these concept plans With this approval, final plans for the home were prepared, and construction started with the installation of a concrete slab for the accessory structure The accessory structure was to be constructed at a later date After the construction of our home and neighbonng homes was completed, we realized that additional architectural details are necessary to enable the proposed structure to complement the architectural character of the homes in the neighborhood The changes shown on the new proposed concept plan involve the addition of dormers and windows to the structure, as well as more appropnate roofhnes The structure will be built upon the existing concrete scab constructed during the first phase of the project The square footage will not change from that onginally proposed Building matenals will be of the same type as those used to construct our home Colors of siding, tnm and shingles will also match our home With your approval of these changes, the structural plans will be developed and submitted the City for review along with the appropnate permit applications Construction is planned for spnng 2006 Respectfully Submitted Ken Taillon Mar -(/‘EN 2cC7 6) Fropo 5�71 gllrlfl■IIIr -:-•';-::::::: 1:::::I:::: :,C:::::::::.:::11110111 11111111111'111111lililuIUi1111■IIU1u11111■11111■I1111■11t111I1111■I11 I111111111' -''t11111111111t1111iii11111111111r111■11111■1111 ■Illfl■11 111111■1•\i..ai.inai.uuiauOMNIS.al■mnrImi."`1111I11111 11111111` — - d1fI11U1f Ili ( 1'" . � _ I I N •-/11111/1111 I1111111■11 .IIuIIlIIIIIl I 111111■I11. .111r1111�111lIir111■Ir11i�I1t11i11111■11t11■IUD 710u ial1 Oai�1�./IaI1�Nfalh ill 11L.i■IOal.L► uii11111.11111f11111■IUi'" IIIf1111111■IIulJR'• .� II111m `III_, 11111� � 111l1� � ❑ 11111 11111� i.....,....., 11IIII ll11111l11111111111■11111III11�1111111111111111i' 111M111111111111111I11111111111111111l111111111111111111111. I! 11111111111t1111111111111111111111111111111111111■1111,, 32'-O Vlmri-SPJTH VIEW SIDE -EAST VIEW 111111111110 111111111111 111/111/11 111111t111 ■11111■111 11■11111■IL! - - - - - - -.._- - -,_..__11111111111. ICEIHf1 ■Ir1111r111■I111111l111■Iltl1111111■Illll■I1111■IN111111f ■11111■IIr1i. I tOLMINuiI1.11.a,r1ntairir.■ MIIIII iINuuIIBIMMu■n.u.sipuui13u... ■l1111■It .i.....1-�.�-I��.��i. a�.l.� ��I.:.��I�iiiil�.:��1.iii11.I1111� 1111111111111111111111111111111111111,11111■111111111111111111■1111111111111 1111111111111111II111■11111■I111111lIIII■11111■I111111111111■111111,1f111■III 1111111111u.u.ai.,rui.n.ai.+uai.._aiauai.+a.ai.u.ai."" 1t111■11 111111I1/11 11111111111 1111111111 11111111111 u El E] El F. _IMF _ DICK -NORTH vtEV �IIt�1M111�1�11111i ,II�Ii11 �� �1 �11■11111111111■11111i111 I II■I1111111111■I IIIl11I �� 'I11t111i■IIIII■Illi- � �•111111111111111111 • 111I111■11111l' .'IIIII111111I o111111111111111111I111i11111fI111t1111111111111111I 111111IIIII11111111I11/1111111■IIHI111111111111111III11■l ./1111111111111111111111111llI!I111✓1111111[Q11111IIIlllllllt 23' smE-LEST WOO 2 2 32'-8' MRR-16-2005(THU) 14 17 D' -''ND P 002/002 Durand & Associates Property Management, Inc March 16, 2006 Ken & Connie Tellion 3374 Staples Place Stillwater MN 55082 Re Architectural Request Dear Mr & Mrs Talllon I am wnting at the direction of the Legends of Stillwater Architectural Committee The Archrtectural committee is in receipt of your architectural request for the exterior accessory structure dated March 15, 2006 The committee has had an opportunity to review your request The committee has approved your request It you have any questions regarding this communication please feel free to contact me directly at 651-450-2300 Thank you very much for following the Association's architectural procedures S j cerely, Stac-Bjelland Property Manager PC Board of Directors 222 Grind Avenue_ Wust • South Saint Paul MN 55075 J059 Tel 651.450-2300 • fax. 651 450-4 371 www durandandassoclates.com mono Iva. a and rtoludbn a and non.m May fro rwir0 WY M catal oWenn. mme.m a+y WmMKdm County re) foam).b men Nwwl. Sown* Wm Oa Coo. Sunda, St. Memo To Planning Commission From Bill Turnblad, Community Development Director Date April 6, 2006 Subject Thomas the Train Special Event Thomas the Trail special event will be presented to the Planning Commission for discussion at meeting time REVISIONS BY DELLW000 ROAD WETLAND BUFFER EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. M I LLBROOK (STATE HIGHWAY NO. 96) NORTH DEVELOPER: U.S. HOMES CORPORATION 935 WAYZATA BLVD. WAYZATA, MINNESOTA 55391 PHONE: (763) 249-3022 CONTACT: JOHN LIBERACKI ENGINEER, SURVEYOR, LAND PLANNER: SATHRE-BERGQUIST, INC 150 S. BROADWAY WAYZATA, MINNESOTA 55391 PHONE: (952) 476-6000 CONTACT: DANIEL SCHMIDT, P.E., R.L.S. TITLE 11X17 ONLY 11X17 ONLY SM1-SM6 PP1-PP7 GP1-GP5 UP1-UP5 DETAIL PHASE TS1-TS7 AERIAL EX COND L1-L4 SOUTH TWIN LAKE OHW = 888.3 FT. INDEX: TITLE ZONING REQUEST LOT TABULATION SITE MAP PRELIMINARY PLAT GRADING PLAN UTILITY PLAN STREET CROSS SECTION PHASING PLAN TREE PRESERVATION PLAN AERIAL OVERLAY EXISTING CONDITION PLAN LANDSCAPE PLANS NORTH 200 100 0 100 200 SCALE IN FEET 400 CC 2 0 Z W D Z W QJ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA REVISIONS PER CITY COMMENTS 0330.06 J.S.R. Q 0 w Oz 0CC m C J 2 3 J co U.S. HOMES CORPORATION DRAWN JSR CHECKED DLs DATE FeMuery 01, 2006 SCALE AS SHOWN JOB NO. 5455-069 FILE: BASE_MILL_013106 SHEET DATE ° 1-- 0 1- ° p REG. NO 26147 TITLE DA1-I LG RE N S I-IA1..DLO1.1' AND - ',BAN 114CORPORAT[n CONSULTING PLANNERS LANDSCAPE ARCHITECTS 300 FIRST AVENUE NORTH SUITE 210 MINNEAPOLIS MN 55401 612 139 3300 MILLBROOK PLANNED UNIT DEVELOPMENT ZONING REQUEST US Home and Orrin Thompson the developers and builders of the Millbrook Residential PUD request that the property be rezoned to three separate zoning districts with modifications within the PUD as described below Millbrook Housing Type Glendalough Single Family Stillwater Zoning TR traditional residential district The Glendalough single family neighborhood consists of single family homes in seven styles on private lots with typical widths of 77 feet and 81 feet and depth varying from 120 feet to over 250 feet The specific standards proposed within the PUD compared to the City s TR zoning district are as follows Zoning Standard COI TR Distract Millbrook PUD Request Building Height — Max 2 1/2 stories and 35 2 stones on front/street, 3 stories in rear/walkout Garage Height 1 story and 20 NA — all attached garages Lot size 10 000 sq ft average 10 000 sq ft minimum Lot Width — Min 65 77 Lot Depth — Min NA 120 to 250 + Front Yard 20 house 22 house 27 garage facing front 30 garage facing front 20 garage facing side 22 garage facing side Front facing garages 6 behind front wall/porch 8 min behind front wall/porch (other styles 10 to 38 ) (75% of units) (All units) Side Yard Rear Yard 10 house interior 5 garage interior 15 house corner 20 garage corner 25 house 3 garage 10 house 5 garage 15 house 20 garage 25 house NA — all attached garages Frontage Requirement 35 72 minimum Maximum garage area 1 000 sq ft NA — all attached garages Millbrook Housing Type Heritage Single Family Stillwater Zoning CR cottage residential distrct The Heritage single family neighborhoods consist of single family homes in three styles and are more accurately called detached townhouses since the lot and other common areas are maintained by a homeowners association The Tots have typical widths of 60 feet and depth varying from 125 feet to over 250 feet The specific standards proposed within the PUD compared to the City s CR zoning district are as follows Zonng Standard City TR Distract Millbrook PUD Request Building Height — Max 2 stories and 28 1 story on front/street 2 stories in rear/walkout Garage Height 1 story and 20 NA — all attached garages Lot size 6 000 sq ft average 7 500 sq ft minimum Lot Width — Min 50 60 Lot Depth — Min NA 125 to 250 + Front Yard 15 house 15 house 20 garage facing front 20 garage facing front 15 garage facing side 15 garage facing side Front facing garages Side Yard 6 behind front wall/porch 8 min behind front wall/porch (25% of units) (All units) 5 house interior 5 garage interior 15 house corner 15 garage corner Rear Yard 25 house 3 garage Frontage Requirement 30 10 house 5 garage 15 house 15 garage 25 house NA — all attached garages 55 Driveway Width — Max 12 20 Millbrook Residential PUD 2 Mrllbrook Housing Type Metropolitan Attached Single Family (Townhouse) Stillwater Zoning TH townhouse residential district The Metropolitan attached single family neighborhood consists of townhouses in 4 5 and 6 unit buildings with front doors on the public street or interior open space and garages in the rear The units are 26 feet wide and 38 feet deep and area served by private driveways on the garage side The specific standards proposed within the PUD compared to the City s TH zoning district are as follows Zoning Standard City TR District Mrllbrook PUD Request Use — With Special Use Permit Within PUD Attached single family use Building Height — Max 2 1/2 stories and 35 3 stories and 35 Garage Height 1 story and 20 NA — all attached garages Lot Area Per Unit 5 000 sq ft average 5 900 sq ft per unit gross 4 850 sq ft per unit net Front Yard 20 residence 15 residence 25 garage facing front NA — no garages facing front 20 garage facing side 20 minimum garage facing side Side Yard 25 NA — no side yards except to other townhouses Rear Yard 25 house NA — rear yards face interior open space Between Buildings 15 15 MILLBROOK LOT TABULATION February 1, 2006 Revised: February 23, 2006 PREPARED BY: SATHRE-BERGQUIST, INC. PREPARED FOR: U. S. HOME CORPORATION LOT No. AREA SO. FT. !Lot No. AREA SO. FT. 1 28,722 sf 0.66 ac' 149 8,196 sf 0.19 ac 2 11,917 sf 0.27 ac! 150 9,366 sf 0.22 ac 3 11,799 sf 0.27 ac I 151 9,792 sf 0.22 ac 4 11,881 sf 0.27 acj 152 8,628 sf 0.20 ac 5 12,372 sf 0.28 ac' 153 7,207 sf 0.17 ac 6 12,594 sf 0.29 ac! 154 7,956 sf 0.18 ac 7 13,659 sf 0.31 ac I 155 8,749 sf 0.20 ac 8 15,083 sf 0.35 acj 156 9,031 sf 0.21 ac 9 15,323 sf 0.35 ac' 157 9,252 sf 0.21 ac 10 14,655 sf 0.34 ac! 158 7,499 sf 0.17 ac 11 14,118 sf 0.32 act 159 7,500 sf 0.17 ac 12 14,058 sf 0.32 acj 160 7,499 sf 0.17 ac 13 12,177 sf 0.28 ac, 161 7,499 s1 0.17 ac 14 11,917 sf 0.27 act 162 7,499 sf 0.17 ac 15 11,963 sf 0.27 act 163 8,114 sf 0.19 ac 16 13,760 si 0.32 acj 164 9,453 sf 0.22 ac 17 12,956 sf 0.30 ac . 165 9,428 sf 0.22 ac 18 13,675 sf 0.31 ac! 166 9,595 sf 0.22 ac 19 20,198 sf 0.46 ac l 167 9,254 sf 0.21 ac 20 13,957 sf 0.32 ac' 168 9,254 sf 0.21 ac 21 9,689 sf 0.22 ac. 169 9,339 sf 0.21 ac 22 9,594 sf 0.22 ac! 170 9,930 sf 0.23 ac 23 12,410 sf 0.28 acj 171 9,085 sf 0.21 ac 24 12,877 sf 0.30 ac' 172 12,659 sf 0.29 ac 25 10,511 sf 0.24 ac 26 10,902 sf 0.25 ac I SE Heritage Total Lot Areas 4.86 ac 30 12,975 sf 0.30 ac j 31 9,530 sf 0.22 ac' 32 7,782 sf 0.18 ac, 33 8,047 sf 0.18 ac I 34 8,160 sf 0.19 ac j 35 7,980 sf 0.18 ac' 36 7,950 sf 0.18 ac! TOTAL AREA 17.34 ac 37 7,895 sf 0.18 acI NUMBER OF LOTS 74 38 7,903 sf 0.18 acj AVE. LOT AREA 10,209 SF 39 7,860 sf 0.18 ac' 40 11,326 sf 0.26 ac! 41 10,339 sf 0.24 ac I 42 8,767 sf 0.20 ac' 43 8,336 sf 0.19 ac' 44 7,906 sf 0.18 ac! 45 8,452 sf 0.19 acl 46 9,715 si 0.22 ac' 47 9,510 sf 0.22 ac 48 9,907 sf 0.23 ac ! 49 9,531 sf 0.22 acj 50 11,054 sf 0.25 acj NE Heritage Total Lot Areas 12.48 ac! I I I I I I Lot No. AREA SQ. FT. !Lot No. AREA SO. FT. I 51 20,012 sf 0.46 ac' 101 12,045 sf 0.28 ac 52 13,115 sf 0.30 ac! 102 12,207 sf 0.28 ac 53 11,240 si 0.26 ac I 103 13,111 sf 0.30 ac 54 10.962 sf 0.25 acj 104 12,908 sf 0.30 ac 55 10,693 sf 0.25 ac' 105 13,122 st 0.30 ac 56 11,047 sf 0.25 ac! 106 14,358 sf 0.33 ac 57 11,234 sf 0.26 acl 107 14,601 sf 0.34 ac 58 12,353 sf 0.28 acj 108 13,731 sf 0.32 ac 59 12,963 sf 0.30 ac' 109 12,657 sf 0.29 ac 60 15,510 sf 0.36 ac! 110 16,843 sf 0.39 ac 61 13,877 sf 0.32 act 111 15,155 sf 0.35 ac 62 10,993 si 0.25 acj 112 15,572 sf 0.36 ac 63 10,473 sf 0.24 ac' 113 16,593 sf 0.38 ac 64 10,728 si 0.25 ac 1 114 13,373 sf 0.31 ac 65 11,569 sf 0.27 acl 115 12,239 sf 0.28 ac 66 12,966 sf 0.30 acj 116 13,720 sf 0.31 ac 67 13,164 sf 0.30 ac 117 10,818 sf 0.25 ac 68 12,029 sf 0.28 act 118 11,533 sf 0.26 ac 69 11,920 sf 0.27 act 119 9,972 sf 0.23 ac 70 13,967 si 0.32 acj 120 11,708 sf 0.27 ac 71 15,139 sf 0.35 ac, 121 10,731 sf 0.25 ac 72 14,858 sf 0.34 ac I 122 9,968 sf 0.23 ac 73 14,383 sf 0.33 acj 123 14,720 sf 0.34 ac 74 17,026 sf 0.39 ac' 124 16,595 sf 0.38 ac 75 21,251 sf 0.49 ac , 125 12,734 sf 0.29 ac 76 18,141 sf 0.42 ac I 126 12,285 st 0.28 ac 77 15,633 si 0.36 acj 127 11,701 sf 0.27 ac 78 13,506 sf 0.31 ac' 128 10,648 sf 0.24 ac 79 16,879 si 0.39 ac 129 11,696 sf 0.27 ac 80 11,067 sf 0.25 act 130 15,169 sf 0.35 ac 81 10,791 sf 0.25 acj 131 10,998 sf 0.25 ac 82 13,419 sf 0.31 ac' 132 11,047 sf 0.25 ac 83 15,010 sf 0.34 ac! 133 11,791 st 0.27 ac 84 11,510 sf 0.26 act 134 10,867 sf 0.25 ac 85 11,596 sf 0.27 acj 135 11,602 sf 0.27 ac 86 10,678 sf 0.25 ac' 136 11,363 st 0.26 ac 87 13,411 sf 0.31 ac� 137 11,549 st 0.27 ac 88 13,953 sf 0.32 acl 138 11,309 sf 0.26 ac 89 11,973 sf 0.27 acj 139 12,314 sf 0.28 ac 90 12,098 sf 0.28 ac' 140 11,770 sf 0.27 ac 91 11,311 sf 0.26 ac 1 141 11,649 sf 0.27 ac 92 13,250 si 0.30 act 142 11,384 sf 0.26 ac 93 14,941 sf 0.34 acj 143 11,472 sf 0.26 ac 94 12,990 sf 0.30 ac 144 11,466 si 0.26 ac 95 14.038 sf 0.32 ac! 145 13,016 sf 0.30 ac 96 11,577 si 0.27 act 146 12,399 sf 0.28 ac 97 11,033 sf 0.25 acj 147 11,392 st 0.26 ac 98 12,362 sf 0.28 ac, 148 11,571 st 0.27 ac 99 12,193 sf 0.28 ac I 100 11,358 sf 0.26 acj Glendalough Lot Areas 28.92 ac TOTAL AREA 28.92 sf !NUMBER OF LOTS 98 IAVE. LOT AREA 12,854 SF Lot No. AREA SO. FT. ILot No. AREA SQ. FT. 173 2,468 sf 0.06 ac' 224 1,624 sf 0.04 ac 174 1,624 sf 0.04 ac, 225 2,468 sf 0.06 ac 175 1,624 sf 0.04 acI 226 2,468 sf 0.06 ac 176 1,624 sf 0.04 ac j 227 1,624 sf 0.04 ac 177 1,624 sf 0.04 ac 228 1,624 sf 0.04 ac 178 2,450 sf 0.06 ac! 229 2,468 sf 0.06 ac 179 2,401 sf 0.06 acI 230 2,468 sf 0.06 ac 180 1,624 sf 0.04 acj 231 1,624 sf 0.04 ac 181 1,624 sf 0.04 ac ' 232 1,624 sf 0.04 ac 182 1,624 sf 0.04 ac! 233 1,624 sf 0.04 ac 183 2,468 sf 0.06 acI 234 2,468 sf 0.06 ac 184 2,468 sf 0.06 ac j 235 2,468 sf 0.06 ac 185 1,624 sf 0.04 ac' 236 1,624 sf 0.04 ac 186 1,624 sf 0.04 acI 237 1,624 sf 0.04 ac 187 1,624 sf 0.04 acI 238 1,624 sf 0.04 ac 188 1,624 sf 0.04 ac' 239 2,468 sf 0.06 ac 189 2,677 sf 0.06 ac. 240 2,468 sf 0.06 ac 190 2,555 sf 0.06 ac! 241 1,624 sf 0.04 ac 191 1,624 sf 0.04 acj 242 1,624 sf 0.04 ac 192 1,624 sf 0.04 ac' 243 1,624 sf 0.04 ac 193 2,627 sf 0.06 ac. 244 2,453 sf 0.06 ac 194 2,627 sf 0.06 ac! 245 2,447 sf 0.06 ac 195 1,624 sf 0.04 ac j 246 1,624 sf 0.04 ac 196 1,624 sf 0.04 ac' 247 1,624 sf 0.04 ac 197 2,453 sf 0.06 ac! 248 2,467 sf 0.06 ac 198 2,468 sf 0.06 acI 249 2,468 s1 0.06 ac 199 1,624 sf 0.04 ac j 250 1,624 sf 0.04 ac 200 1,624 sf 0.04 ac' 251 1,624 sf 0.04 ac 201 1,624 sf 0.04 ac ! 252 1,624 sf 0.04 ac 202 1,624 sf 0.04 act 253 1,624 sf 0.04 ac 203 2,641 sf 0.06 ac j 254 2,468 sf 0.06 ac 204 2,641 sf 0.06 ac ' 255 2,468 sf 0.06 ac 205 1,624 sf 0.04 ac 256 1,624 sf 0.04 ac 206 1,624 sf 0.04 acI 257 1,624 sf 0.04 ac 207 1,624 sf 0.04 ac j 258 1,624 sf 0.04 ac 208 1,624 sf 0.04 ac$ 259 2,468 sf 0.06 ac 209 2,468 sf 0.06 ac ' 260 2,468 sf 0.06 ac 210 2,468 sf 0.06 acI 261 1,624 sf 0.04 ac 211 1,624 sf 0.04 ac j 262 1,624 sf 0.04 ac 212 1,624 sf 0.04 ac $ 263 1,624 sf 0.04 ac 213 1,624 sf 0.04 ac! 264 2,468 sf 0.06 ac 214 1,624 sf 0.04 acI 265 2,468 sf 0.06 ac 215 2,521 sf 0.06 ac' 266 1,624 sf 0.04 ac 216 2,899 sf 0.07 ac! 267 1,624 sf 0.04 ac 217 1,624 sf 0.04 ac! 268 1,624 sf 0.04 ac 218 1,624 sf 0.04 acI 269 1,624 sf 0.04 ac 219 1,624 sf 0.04 ac' 270 2,468 sf 0.06 ac 220 1,624 sf 0.04 ac! 27 12,041 sf 0.28 ac 221 2,468 sf 0.06 acI 28 15,682 sf 0.36 ac 222 2,468 sf 0.06 act 29 11,740 sf 0.27 ac 223 1,624 sf 0.04 ac' IMETROPOLITAN LOT AREAS 5.33 ac I TOTAL AREA 5.33 ac NUMBER OF LOTS 98 I AVE. LOT AREA 2,367 SF SUMMARY Outlot A Outlot B Outlot C Outlot D Outlot F Outlot G Outlot I Outlot J Total HOA Outlots 926,984 sf 177,030 sf 121,387 sf 761,344 sf 1,040,430 sf 130,962 sf 83,648 sf 285,106 sf 21.28 ac 4.06 ac 2.79 ac 17.48 ac 23.88 ac 3.01 ac 1.92 ac 6.55 ac 3,526,891 80.97 ac HOA Outlot HOA Outlot HOA Outlot HOA Outlot HOA Outlot HOA Outlot HOA Outlot HOA Outlot Outlot E 304,402.00 sf 6.99 ac Gross Area 179,856.00 sf 4.13 ac Ponds Wetland 124,546.00 sf 2.86 ac Net City Park Outlot H 45.135.00 sf Outlot L 385,022.00 sf 40,916.00 sf 344,106.00 sf 1.04 ac Net City Park 8.84 ac 0.94 ac Gross Area Ponds Wetland 7.90 ac Net City Park Total City Park Outlots 16.86 11.79 TOTAL 7,413,912 170.20 ac State Hwy 96 194,710 4.47 ac Wetlands 741,593 17.02 ac Lake 1,463,616 33.60 ac Steep Slopes"' 170,320 3.91 ac "Steep slopes per Emmons and Oliver Map NET AREA 111.20 ac Right of Way Road A Road B and C Road D Road E Road F and I State Hwy 96 Summary Heritage Series Glendalough Series Metropoliton Series HOA Outlots City Parks Right of Ways 86,435 sf 124,166 sf 90,430 sf 94,700 sf 312,800 sf 194,710 si 1.98 ac 2.85 ac 2.08 ac 2.17 ac 7.18 ac 4.47 ac 20.74 ac 29.82 ac 16.3% 28.92 ac 15.8% 5.33 ac 2.9% 80.97 ac 44.3% 16.86 ac 9.2% 20.74 ac 11.4% 182.64 ac 100.0% Gross Area Net City Park II= I= MN NM MN NMI 1E1 MANNING AVENUE NORTH IINIf/' ._ JL r J. ) oo� ou0 0❑ =nv-ln .;;'}aao �� oory.�o0(a0 po —,000= o m Oil NOI1b'0O1 31IS y> vo�oc) � m y��O F�cp Zomm? m2 Z �A G% �DO� �cDi �Om Z rPi !^mrDi yNSm `� >gi0m� ilimm 'D~ EN/513 SDipm SP �� m =v- c- zz CI 'o_J N m m N Z Z c O °v �Z C 2 D m o O z O N O) V M3 J 91lI151RCEi CIRCIF NEAL AVENUE NORTH J cp cp OOOMll30 O D 0 N z g 8 PRELIMINARY SITE MAP MILLBROOK STILLWATER, MINNESOTA US HOMES CORPORATION SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 .Z1 0 co a J 1 (LI NORTH DESIGN DATA BUILDING SETBACKS HERITAGE FRONT - 20' MINIMUM (GARAGE), 15' MINIMUM (HOUSE), 20' (CORNER LOT) SIDE - 5' MINIMUM REAR - 25' MINIMUM MI/ / HROOK (STATE HIGHWAY NO. 96) POND#1 L NWL-896.0 2 yr-896.8 10 yr-897.5 100 yr-898.3 C I TM OUTLOT G HOA OUTLOT D 40' 75' WETLAND BUFFER 27>, WETLAND Olt AC CITY PARK OUTLOT E POND#2L NWL-898.0 2 yr-898.4. 1Oyr-898.8 100 yr-899.2 HERITAGE SERIES 08-08-05 FAIRWOOD "A" TUSCANY'A* 60 30 0 30 60 120 SCALE IN FEET FUTURE CDWIILTLON TO REGIONAL TRAIL c•i 01 HOA OUT 1 T@ BOARD WALK TRAL REVISIONS BY PRELIMINARY SITE MAP US HOMES CORPORATION DRAWN RS CHECKED RSM DATE 01/11106 SCALE AS SHOWN JOB NO. 5455-069 THIS IS DRAWING IS FOR EXHIBIT PURPOSES ONLY. REFER TO THE FINAL PLAT FOR OFFICIAL LOT LINES, DIMENSIONS, EASEMENTS, ETC. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 01/17/06 REG. NO 26147 FILE: W:\PRELIM\O WG\SITE.DWO OF SHEET SM2 6 SHEETS MIN NM 1E11 OM INN L4 L9l ON 038 BUILDING SETBACKS HERITAGE FRONT - 20' MINIMUM (GARAGE), 15' MINIMUM (HOUSE) 20' (CORNER LOT) SIDE - 5' MINIMUM REAR - 25' MINIMUM 0 2 VIVO NOIS3O s LL PRELIMINARY SITE MAP MILLBROOK STILLWATER, MINNESOTA US HOMES CORPORATION i:. tty, 1 S&R o LF W A o N m �Q. c�FRB P \- .. SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 i T7 g > o m m cn Q) w Cc c O co • b • N J / SNOISIA3N co REVISIONS BY t20, , LAND BUFFER \_/-%\ ALBANY BARLOW HERITAGE SERIES 08-08-05 FNRWOOO.6. TUSCANY 'A. `>I x mil_ THIS IS DRAWING IS FOR EXHIBIT PURPOSES ONLY. REFER TO THE FINAL PLAT FOR OFFICIAL LOT LINES, DIMENSIONS, EASEMENTS, ETC. OUTLOT A GLENDALOUGH SERIES 08-08-05 CLAIRMONT SHELDON S UNIT RALEIGH ,A4// Bh)raGK WHITNEY WINSLOW 10 yr-xroc 100 yr-xxx 153 ti 154 155\ DESIGN DATA BUILDING SETBACKS GLENDALOUGH FRONT - 22' MINIMUM SIDE - 5' MINIMUM REAR - 25' MINIMUM POND#2C NWL-902.0 2 yr-902.5 10 yr-903.0 100 yr-903.9 OUTLOT B INFILTRATION / FILTRATION BASIN #1 900-901 HERITAGE FRONT - 20' MINIMUM (GARAGE), 15' MINIMUM (HOUSE), 20' (CORNER LOT) SIDE - 5' MINIMUM REAR - 25' MINIMUM 5 UNIT 4 UNIT —,nL.P.PERFORMED $1 roc twat • NORTH WETLAND SETBA 60 30 0 30 60 120 SCALE IN FEET OUT HOA , OUTL a� 7 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ji)kv.Leed_zirhmz(x_ U§ Z N co D Z CD W Cal Wa (It crg A!J PRELIMINARY SITE MAP US HOMES CORPORATION DRAWN RS CHECIOD RSM DATE 01/1L96 SCALE AS SHOWN JOB NO. 5455-069 FIE: W:IPRELIM\D WGISITE.DWG DATE 01/17/06 REG. NO 26147 SHEET SM4 SHEETS f � 5147.7 HOA OUTLOT A PUBLIC IRAs. »win n rTn w>w, THIS IS DRAWING IS FOR EXHIBIT PURPOSES ONLY. REFER TO THE FINAL PLAT FOR OFFICIAL LOT LINES, DIMENSIONS, EASEMENTS, ETC. DESIGN DATA BINDING SETBACKS GLENDALOUGH FRONT - 22' MINIMUM SIDE - 5' MINIMUM REAR - 25' MINIMUM A//// / b/t\Q07 137 CITY PARK OUTLOT Ii 100 yr-899.2 OHW AS LOCATED O ' UNE 25, 2003 NORTH GLENDALOUGH SERIES 08-08-05 ALBANY SHELDON SCALE IN FEET BARLOW CLAIRMONT RALEIGH WHITNEY 6 © 105 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 01/17/06 REG. NO 26147 REVISIONS 1' PRELIMINARY SITE MAP i 0 Z O O Z co ce J W J_ 2 J -J co DRAWN RS CHECKED RSM DATE 01/11/08 SCALE AS SHOWN JOB NO. 5455-089 BY US HOMES CORPORATION FILE: W APRELIMIDWGISRE.DWG OF SHEET SM5 6 SHEETS HOA --0UTLO 05 THIS IS DRAWING IS FOR EXHIBIT PURPOSES ONLY. REFER TO THE FINAL PLAT FOR OFFICIAL LOT LINES. DIMENSIONS. EASEMENTS. ETC. HOA DOCK DESIGN DATA BUILDING SETBACKS GLENDALOUGH FRONT - 27 MINIMUM SIDE - 5' MINIMUM REAR - 25' MINIMUM - OHW AS LOCATED ON JUNE 25, 2003 POND#5C NWL -896.0 2 yr-896.8 10 yr-897.5 100 yr-898.5 / / / 0 0 150' OHW SETBACK IL93 GLENDALOUGH SERIES 08-08-05 ALBANY BARLOW RALEIGH 1 o WHITNEY CLAIRMONT WINSLOW 60 30 0 30 60 120 SCALE IN FEET SHELDON A. 7 NORTH I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS BY \ J PRELIMINARY SITE MAP MILLBROOK STILLWATER, MINNESOTA US HOMES CORPORATION 1 DRAWN RS CHECKED RSM DATE 01/11/06 SCALE AS SHOWN JOB NO. S455-089 FILE: W:IPRELIMID WGISITE.DWG SHEET SM6 OF 6 SHEETS," DATE 01/17/06 REG.NO 26147 NMI INE • N y I m Pm Nm ux (OS I I 0 ✓ 0 m O N A N O A ^ as 0 Z z 0 c- 0 m m z O r 0 Z O Z 0 m A z N Z 0) y z z A O 0 v -- � O� .m�. N a� O. F D o 1 n O p � 03 a II an i of0 0 A N � O Sp j N� Cno O D -02- m •i w j 12 DT N m o < O m b $ $ v w 3a .0 m _ m p ° O f C S n -�a i O m =' n z s � o o m o o � o D c; n o s m 'o. n o' ? o n_ >r ° n m n 0 5 ��o v 3 i s o n 2 S FT. � F m� c gS . iim a 6uluoZ ivawa6 O A z 0 OIA mm tlW AIINIDIA Tr C7 U MANNING 1�` 1 1 1, I 1 a'r \ \ I 1 �� \ \ 1 _ v T1 C7 \� L--1/ \- /-, ). ir �� \ Z erm so c c.E I C,3 / - ' I ~ \ I , 1 r:7 \ \ i-,, / _r1\ III . Trni \ ✓ it rq /'� / , !III �.-,.� J_ 71 / / N / / N. 1 I\ 1'1 III f `c- — , tl' ,III f r (- II / __ I. yy, \\I'1 fl% HI 1, 1 _ —_ #IFA4-ALF,II-IF-N[]RT.N_ — J L (C.S.A.H. NO. 15) CFAT/o/Y 4114131440440 T r 0 1 8� 9 z L v PRELIMINARY PLAT OF MILLBROOK P SATHRE—BERGQUIST, INC. 1 rn 0 z 1 STILLWATER, MINNESOTA U.S. HOMES CORPORATION N 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 r i S�— I J HAZEL D BURTZLAFF 9117 MANNING AVE N STILLWATER MN 55082 818 50 4 60 30rTa2nnii0 30 60 120 //\O NORTH SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS NOT TO SCLIF f Being 5 feet m ondth and adj lung mg lot Imes, unless othaw mdmated, and 10 feet m andth end adjommg nght of vey Imes, unless othernue mdwated, as shown on the plat. LORRAINE M COSTA 12120 DELLWOOD RD N STILLWATER MN 55082 LORRAINE M COSTA 12120 DELLWOOD RD N STILLWATER MN 55082 DELLWOOD ROAD oos 00 OBz 0 0 0 co LA t0 �0 0 4. 01. n 020.904 p e 21211 moos \ 7 N89°46 55"E (STATE HIGHWAY NO 96) /P \\ \ 0240as \ \ on... CITY PARK OUTLOT NORMAN LEE BUSSE 12320 DELLWOOD RD N STILLWATER MN 55082 1611 76 NORTH WETLAND 8U15 SF ) 57 WETLAND BUFFER K oL mx 706P?1 as a asa now ,P› 212 40 25 40 40 26 26 26 30 264 263 262 261 260 270 26926&267266 265 m:.0 �� n� N m w N ��,. u r°ia too am ono too Ms IDs�IDs�too^IDo tlo 40 26 26 26 40 39 26 26 26 26 39 etia- 204 101 610 _t 40 26 ffi 26 39 259 58 5 56 255 8 N N N tlo IDo too Man tls 39 26 26 26 40 R-5 000 39 28 26 40 " Na 1D,4 A,Y0 ]N 40 26 2a 40 254 b 1 40 HOA DR AINAGE & OVER ALL OF TIUTY EASEMENT OF OUTLOT OUTLOT 1 1 6 A l \ 6 PONDING EASEMENT V \ POND03C \ W NWL 910 0 \ R HWL9140 REVISIONS BY PER CITY 03/30I2006 GRO \ J 0 0 N 02 4 Z 2 a 0 0 re 03 0 409LS So,.. J�y J� ZL en a % 4 1 En � 1rn so r y'04'3 OE�O i PRELIMINARY PLAT OF \ MILLBROOK 1 J DRAWN ORG CHECKED OBP DATE 2/01/06 SCALE AS SHOWN JOB NO 5455-069 FILE PRELIMINARY PLAT DWG SHEET PP2 (SEE SHEET 5 OF 7 SHEETS (SEE SHEET 5 OF 7 SHEETS SHEET 1 ITIMOTHY A DWYER & LUANNE MAJOR REVISIONS BY 1 PER Cm 03/30/2006 GRG ROD S HEPPNER 73 9TH ST N ELMO MN 55042 NORTH — 60 30 0 30 60 120 SCALE IN FEET 175 ICY MARK A & TAMMY A FREEMAN 12434 DELLWOOD RD N STILLWATER MN 55062 � NO. 9�1 H1HWA (STATEW/ HIGHWAY NO 96) N (STATE DELMAR E & DORIS C FREEMAN 12550 DELLWOOD RD N STILLWATER MN 55082 O 0 U1 DOUGLAS G SMITH & MARJORIE L STOKVIS 12444 DELLWOOD RD N STILLWATER MN 55082 Id t DRAINAGE do UTILITY E'S -1 r r{-6— j"T ENT �r 1,1 i II ail I I t II II I II II1--1--7-1-__!1 I I 1 al 1__ ---m� --- sl I u1 1 \ - 1 1 1 Tr--- T At7p0. ryBg0. \ -- ��I 1 oa.� osrtm.. or�n I I tzbtzg0 I 11` 12 1 1 I 0-- 1 1 :.00 0 r--- <8 � zal4M1 1 I� Z l 3 1 4 4 1 15 1 1 6 11°�` rt 1 0003 \ O80 ea _ DRAINAGE & UTIUTY EASEMENT OVER ALL OF OUTLOT G PONDII1 L NWL-896 0 HW1900 0 N /1 I I aj / 1 I /3. i I f %/\\ 51 / ��o•• �$ � \ / / ono a 4P4 1z401p n 016. 4 olsw n �� i• 1 401 io 030 ne 9 I WETLAND 36tA( 7Ot7a200 0 I WETLAND BUFFER S84°13 39"W 1332 58 1253 5 EP + WETLAND — 21 — r h NIII1 I� V_^ N`�A� � uruTM ;:sc:::-/7:iii.:1__ri II�—�I-��I1 --1 -IT1- - /�m o1 o1 I_ I'oM1I I _ o1r3�M11I 1I o1a.4M1I 1t01a5I �6M1 I I_on—/ -��,__ :�—11111/ eH 12 III '-_JE_-4___—_ L362 oi,...,„ ti IS1 112 -\ -CITY PARK OUTLOT W TLAN 0 t AC T EASEMENT__ — — HOA 206 `- — — OUTLOT 91 44 1I\23>oA� k \S171140. C't 25 g /- Obt M1 / 26 03! so t000Tq M1J�\ 2< \� a DRAINAGE & UTIUTY EASEMENT OVER ALL OF OUTLOT E ( ( DRAWN GRO CHECKED DBP DATE 2/01/06 SCALE AS SHOWN JOB NO 5456069 FILE PRELIMINARY PLAT DWG SHEET PP3 (SEE SHEET 6 OF 7 SHEETS) (SEE SHEET 6 OF 7 SHEETS) 1 SHEETS NMI INN MI =II NM MI MO =I = MN MN 0 0 V1 r O W = O .AV! O 0 (SEE SHEET 3 OF 7 SHEETS) 10 ONV113M AO 3003 (SEE SHEET 3 OF 7 SHEETS) j+ az MIS ZOoIN OCl c I& OrY I 13 za°o I I PI 2 _L_ q • A m PRELIMINARY PLAT OF MILLBROOK STILLWATER MINNESOTA U S HOMES CORPORATION • i s 4 i- y SATHRE-BERGQUIST, INC VOW PAP 150 SOUTH BROADWAY WAYZATA MN 55391 (952) 476-6000 m 0 Z ur 1OUGHERTY STREET CIR N TER MN 55082 589 98 I (SEE SHEET 2 OF 7 SHEETS) EDWARD A & GLORIA A OTIS 1207087TH STREET CIR N STILLWATER MN 55082 RA ) I \ II �I /A / / / N89°46 55"E 137%4 w DEBORAH A VANDERVEER 12090 87TH ST CIR N STILLWATER MN 55082 / WARD L & MARY M SIMON / 1211087THSTN STILLWATER MN 55082 / / / / / / / / / / kSj.N N \ \ O \ X NiP ( /T ) r- / Ice STEVEN C & SHELLY A ENHELDER 12140 87TH ST N STILLWATER MN 55082 1 rL7rTT r_- .1 I —� / 7Cs�E31EET B OF B SHEETS) / / �/..5 165 9A>sq e �� ezta.. , \\.\ \� /�/� 9453 44 1. // •'_ / m/ \el 0 ea 5. // �\/ Tom. /ti°' 162 CN. YA99q s )p o,,.oq \ 44,14 BYRON C & KATHLEEN E MAGNUS 12170 87TH ST N STILLWATER MN 55082 / 4G O T4�'l LJ �N. S6OSS eel ?gF 0). / 1. ROBERT 1 & PAMELA 1 LUNDELL 12200 87TH ST N STILLWATER MN 55082 / 3 / / / / 90 / 799 DAVID 1 & CARA M WEISS 99J 12230 87TH ST N / STILLWATER MN 55082 / A I /�1 / h \ X� / / ^� / / 156 \ ley 9.03 .e.5 em.on 106 \e 7499 e. oaom / i BROWN S CREEK t1RAtNACLFANT UELLULASEMENTS 119EeHQWNTIBIC NOT TO SCALE f gON O MITCHELL & DIANA L BINFORD 12260 87TH ST N STILLWATER MN 55082 Bemg 5 feet in width end edlommg lot Imes, twless othawee mdtcated, and 10 feet m width and adjommg nght of way Imes, unless othersnse mdtceted as shown on the plot (SEE SHEET 6 Of 6 SHEETS) PO NW HW OPT INFILTRATION / °'1' FILTRATION P�4 BASIN #1 4�c 0n4 900 sot a772 77.030 w ti So- \\ BUFFER \ \ /< J I, I/ Ifr /<� NORTH 60 30 0 30 60 120 SCALE IN FEET 6 6 6 REVISIONS BY 1 PER CITY 03/30/2006 ORG t Z v / 0 w cc 1- 019 J� 4- to Sd,, �ydr „r0 PRELIMINARY PLAT OF MILLBROOK i / DRAWN 1 ORO CHECKED DBP DATE 2101/08 SCALE AS SHOWN JOB NO 5455-069 FILE PREUMINARY PLAT DWG SHEET PP5 t0F SHEETS) )ND#2C /L 902 0 JL-904 0 PDAV K & A LMODEN 12350 MCKUSICK RD STILLWATER MN 55082 IS SS. C 020 r". 1 N89°51 09"E 477 80 CAROL L & ROBERT T RUTSCHER 12412 MCKUSICK RD N STILLWATER MN 55082 /B1g0...f ,.. /? 133 I or o. `/\ / / / .� /\\ �^1 \ 134 —.le `\ OJ81.6 // 11 \..i \ \ �° 4 FT N1E ....\\\ /< 135 \ / // \ \ o 25 � // A V A \/ \/ \C / \ 136 \\ POND#4C NWL-903 0 HWL 905 0 I(PLAT 471 69) WALLACE 1 & CHERYL A RALEIGH 12480 MCKUSICK RD N STILLWATER MN 55082 o R � °O J U2 I \c) I 1"1-4 � L $75042 20/ 9' PAUL A & GWEN JOHNSON 12550 MCKUSICK RD N STILLWATER MN 55082 / T I OL 270 31150,0.11. y1:. r-1 uI \L-L-[1\ A n I l• I r-TT.r- I\n\1 V �� v Nj /Zp0-E N89°56 154"E 266 9 _ 475o 31 23 / ANDRA K KELZENBERG 12550 MCKUSICK RD N STILLWATER MN 55082 (SEE SHEET 3 OF 7 SHEETS) NORTH 60 30 0 30 60 120 SCALE IN FEET "/a \ 023 sow STEVEN E & MARY M SCHULTZ 12590 MC KUSICK RD N STILLWATER MN 55082 110 W ILLIAM C GARTNER & CAROLYN C PHELPS 12670 MC KUSICK RD N STILLWATER MN 55082 . CHARLES T /CONSTANCE 353 53 12630 MCK SICK RD N S78°17 04 E 1222Y. M1 027 o.. 68 BY WETLAND BUFFER -- ' REVISIONS BY PER CfrY 03/30/200B GRO t ro a ON3 1' 60 0 4.1 Q 0 CC CO a sks ++t J PRELIMINARY PLAT OF MILLBROOK z �o cW q Z Za WCC Hw Q O 1 _2 P co t , DRAWN , GRO CHECKED DBP DATE 2101/08 SCALE AS SHOWN JOB NO 5455069 FILE PRELIMINARY PLAT DWG SHEET PP6 ` OF SHEETS' (SEE SHEET 4 OF 7 SHEETS) 1 700 OL a 74 .344 w 2 7 ?sae DRAINAGE & UTIUTY EASEMENT OM ALL OF OUTLOT C JERRY B & BARBARA L HOLLAND 12720 MC KUSICK RD N STILLWATER MN 55082 DRAINAGE & UTIUTv EASFJ4 OVER ALL OF OUTLOT DENT \�\ HOA OUTLOT 6 / 145 9Pti T I �ti INFILTRATION / FILTRATION BASIN 83 cI 896-898 0 OUTLOT C oL 273 121.371w 216a 923 N89°49 31"E 1001 72 MICHAEL R & CHERYL M BROCHMAN 12770 MC KUSICK RD STILLWATER MN 55082 D\� POND#SC NWL -896 0 HWL 900 0 3) MICHAEL R & CHERYL M BROCHMAN 12770 MC KUSICK RD STILLWATER MN 55082 0 O 0 Z L 79 122 rr tar / I1 1 SETBACK 93p\ 034 sow _l 139 DAVID C & JUDITH E STONE 12850 MCKUSICK RD N STILLWATER MN 55082 (SEE SHEET 4 OF 7 SHEETS) NORTH 60 30 0 30 60 120 SCALE IN FEET FREDERICK B & RUTH F BRUNS 8790 NEAL AVE STILLWATER TOWNSHIP DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS NOT TO SCALE f JUDD L CATES Bemg 5 fat m wdth and 6dlommg lot Imes, unless othawse 8740 NEAT, AVE and eetad, and 10 fat m south and ado mng nght f wry Imes, STILLWATER TOWNSHIP unless w�P� S89°56 38"W 670 78 II o6f6.p 11 024 ae 86 + LL �1 i ffi1 e"s0a00 IR R 66- ? —I I- I I °r'u rT „se- / 89 I I 88 I II 91 II 90 _oa�n I I °r�� r-- 11 92 �—' --3-8: II II II 82 L 81 81 _Li_ 81 J S89°56, CARLSON CONST SERVICES INC 8528 NEAL AVE N STILLWATER MN 55082 IR RD-F iR It's00 RICKY L & JUDY L CARLSON 8602NEAL AVE N STILLWATER MN 55082 99 17 0 0 1n M II 0 0 REVISIONS BY PER CITY 03E30r 008 GRG ♦ J O Uc' Z LL N CO 771 5"' 2 W mQ � 3 w LE. o T C 1 O <o U)8 ♦ "yb i PRELIMINARY PLAT OF ♦ MILLBROOK Z I-O W g z a ceU W U) Qw O J w c DRAWN GRG CHECKED DBP DATE N01I06 SCALE AS SHOWN JOB NO 5455-0139 ♦ FILE PRELIMINARY PLAT DWG SHEET PP7 ` °F SHEETS" DELLWOODg ROAD WILMA IETLAND BUFFER (STATE HIGHWAY NO. 96) NORTH = —= �,. HAT vs NORTH 200 100 0 100 200 400 I SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND AU. EXISTING UTILITIES. AS LOCATED ONLINE YOB :W SET13ACK SOUTH TWIN LAKE OHW = 888.3 FT. 04k, MIcuTED OM uE i3m I I I \� _ jam.% / I i 1 ABBREVIATIONS SYMBOL LEGEND BF BASEMEN FLOOR BOW BOTTOM OF WALL CO CATCHBASIN CBMH CATCHBASIN MANHOLE CBOX CURB BOX CST CUSTOM DIP DUCTILE IRON PIPE EL ELEVATION ESMH EXISTING SE MANHOLE FR FULL BASEMENT FM FORCEMAIN GF GARAGE FLOOR HBOE HYDRANT BREAK -OFF ELEVATION HNC HIGH WATER UNE HY0 HYDRANT INV INVERT L LEFT LF LINEAR FEET LO LOOKOUT MIN MINIMUM NWL NORMAL WATER UNE OS OUTLET STRUCTURE PLO PARTIAL LOON OUT R RIGHT SAN SANITARY SERVICE SEWO SPOT- WALKOUT SLO SIDE LOOKOUTOOKOUT SMH SEWER MANHOLE SMA STORMWATER MANAGEMENT AREA STA STATION STMH STORM MANHOLE TBR TO BE REMOVED TC TOPOF PITFCASTING. TPTEST TOW TOP OF WALL WM WATERMSN WO AL WOUT A EXISTJFUTURE DESCRIPTION PROPOSED 9� DAIMON CONTOUR �j} ASO MANOR CONTOUR LOT UNE B' WATERMAM WILDING SETBACK INDUNDARY e PARCEL BOUNOARY LSE DRAINAGE AND U1LRY EASEMENTS CURB AND GUTTER RIGHT-OF-WAY, BLOCK UNE DRAINTNE EOFE EMERGENCY OVERFLOW SWALE EOF ili CATCH BASIN 0 QD STORM SEWER MANHOLE L. FLARED END SECTION L.SERV. IS SANITARY SEWER MANHOLE HYDRANT 0 SC/IL BORING LOCATION V DRAIN FLOW/RUNOFF ARROW STANDARD SILT FENCE 04 STANDARD SILT FENCE INSTALLED AFTER SAWING -- TS— GATE VALVE SINTER LEC..3 BARRICADE T` TREE FENCE MST. SUMP AREA WHERE WEBER IS INCREASES MP SUFFER AVERAGING I - AREA WHERE BUFFER IS DECREASED 1 TOR BAFFERAVESSO*G WETLAND BUFFER RETAINING WALL Cr_ CYY • I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 REVISIONS REVISED FOR BID PACKAGE 3-14-06 BY JSR BUFFER AVE. 3-16-08 DLS REVISIONS PER CITY COMMENTS 0330.06 JSR J PRELIMINARY GRADING PLAN U.S. HOMES CORPORATION DRAWN JSR CHECKED DLS DATE February 01, 2006 SCALE AS SHOWN JOB NO. 5455.069 FILE: BASE MILL 013106 SHEET GP1 OF GP6 SHEETS DATE O Z- O �- O P REG. NO 26147 1 6 m N i 5 io I PRELIMINARY GRADING PLAN MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION sR`�o SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 / ET N 1,1 03 J MI Ell MINI I= INN =I I= 1E11 IMM MO MINI IIIIII milmiciip 0 0 m o 0 NirkW66"1""1"*Lil mo,;pm gi$45 ngT5 1 11 rft 1*0 jainivirvatt ob.% [?,gT./ dwmP4aftimmowu-.7-a_-, orn 71, i; a .)) °"11; v;- m 6 opp.m.mwootimsem.....A.6.4.Aporr"-iiir Punk AR ses rzer Nair Gar / x 0 -3Ad118 CINV1 it N.) J ar G1G) COCO ig M 2 00, PRELIMINARY GRADING PLAN MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION SATHRE-BERGQUIST, INC. 150 SOUTH BROAOWAY WAYZATA, MN. 55391 (952) 476-6000 if 1, A r. g 73.N 0 cn 03 ND NWL-903.• 2 yr-903.6 `e�40 yr-904.1 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. WETLAND �G • 3.6±AC Np 60 30 0 30 60 120 SCALE IN FEET OHW AS LOCATED 0JUNE 25, 2003 AO /, /. • L U " tee.: �l"� nay e.e s <,r .. 1 \ORTH MA mom I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPEERTHE AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER T THE LAWS "`•L� S IALE OF MINNESOTA. 404 DATE O Z—O (— O f. REG. NO 26147 J REVISIONS REVISED FOR BID PACKAGE 3-14-06 BUFFER AVE. 3-16-06 REVISIONS PER CITY COMMENTS 03-30-06 DRAWN JSR CHECKED DLS DATE February 01, 2006 SCALE AS SHOWN JOB NO. 645S069 FILE BASE_M LL 013106 \•°F BY\ JSR DLS JSR SHEET GP4 GP6 SHEETS EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 60 _ 30 0 30 60 120 SCALE IN FEET 816�/ 874 OHW AS ON JUNE I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ��" z.�'U DATE O Z— O �— O fe REG. NO 26147 Sys by 6 a REVISIONS REVISED FOR BID PACKAGE 3-1406 SUFFER AVE. 3-16 06 REVISIONS PER CITY COMMENTS 03-30-06 BY JSR DLS JSR .400 J*' Jeto /11 cc 0 N so• ' NEP 8N3 DES J PRELIMINARY GRADING PLAN 0 cn W O z 0 me J W _J F- J —J C/) DRAWN JSR CHECKED DLS DATE February 01. 2006 SCALE AS SHOWN JOS NO. 5455-069 FILE BASE_MILL_013106 SHEET GP4A `oF GP6 SHEET U.S. HOMES CORPORATION L-896.0 -896.8 yr-897.8 yr-898.8 qO / 896-----_____ \ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. NORTH \. J 60 30 0 30 60 tQ SCALE IN FEET 5.89°56'38' W 6 W Z x 919.9 x9101 EOP EOP 91 GP 011: LOP 91p! l91 OP a acc xDF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA x9 EG REVISIONS REVISED FOR BID PACKAGE 3-14-06 BY JSR BUFFER AVE. 3-16-06 DLS REVISIONS PER CITY COMMENTS 03-30-06 JSR PRELIMINARY GRADING PLAN MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION DRAWN JSR CHECKED DLS DATE February 01, 2006 SCALE AS SHOWN JOB NO. 5455.069 FILE: BASE MILL 013106 SHEET GP5 GP6 SHEETS 11-i . DATE O Z-O 1- O% REG. NO 26147 GRADING PLAN DESIGN CRITERIA - MAX SLOPE 4:1 WITH THE FOLLOWING EXCEPTIONS 3:1 SLOPE WERE USED: TO SAVE TREES TO SAVE WETLANDS SINGLE FAMILY WALKOUTS REAR PAD SLOPE TO ELIMINATE RETAINING WALLS MAX GRADE ON COLLECTOR STREET: 4% MAX GRADE ON MINOR STREET: 6% MIN K VALUE FOR VERTICAL CURVES: CREST: 36 SAG: 30 MINIMUM STREET GRADE: 0.75% NOTES- 1. ALL SILT FENCE AND OTHER EROSION CONTROL DEVICES SHALL BE INPLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL. 2. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 3. ALL TRAILS MUST BE SURFACED WITH A BITUMINOUS SURFACE THAT IS SUFFICIENT TO HANDLE MAINTENANCE VEHICLES 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5. POSITIVE DRAINAGE MUST BE PROVIDED AT ALL TIMES. 6. ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPUES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. 7. TEMPORARY SEEDING, FERTILIZING AND MULCHING MUST BE APPLIED WITHIN 14 DAYS OF ROUGH GRADING UNLESS WORK IS TO BE PERFORMED WITHIN 60 DAYS OF GRADING COMPLETION. 8. CATEGORY 3, TYPE 25 WOOD FIBER BLANKET TO BE PLACED ON SLOPES 3:1 OR STEEPER. 9. THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. RESTORATION AND EROSION CONTROL NOTES- 1. CONSERVE AS MUCH EXISTING VEGETATION AS POSSIBLE ON SITE. 2. THE DEVELOPMENT SHALL BE PHASED AS MUCH AS POSSIBLE TO LIMIT THE SITE TO EROSION. 4. THE ROCK ENTRANCE PAD MAY NEED TO BE INSTALLED MORE THAN ONCE. ADDITIONAL ROCK ENTRANCE BERMS SHALL BE REOUIRED DUE TO THE PHASING OF THE UTILITY PLANS. 5. SOIL PREPARATION 15 NECESSARY IMMEDIATELY PRIOR 70 THE PLACEMENT OF THE WOOD FIBER BLANKET TO INSURE THE BLANKETS MAKE 100% CONTACT WITH THE SOIL. 6. EROSION CONTROL BLANKETS AND 6" STRAW WADDLES (BIOROLLS) SHALL BE INSTALLED IN DRAINAGE SWALES AS SHOWN ON THIS PLAN OR AS DIRECTED BY ENGINEER ON SITE. WOOD FIBER BLANKET SHALL BE MNDOT CAT 3. TYPE 2S. 7. THE SILT FENCE THAT IS SHOWN ON THESE PLANS AS BLUE IN COLOR SHALL BE INSTALLED AFTER THE SITE GRADING IS COMPLETE. THE SILT FENCE THAT IS SHOWN ON THESE PLANS AS RED SHALL BE INSTALLED PRIOR TO THE START OF GRADING. 8. THE TREE FENCE SHALL BE INSTALLED OUTSIDE OF THE DRIPLINE OF THE TREES THAT ARE PLANNED TO BE SAVED. 9. RESTORE ALL DISTURBED AREAS WITH 6" TOPSOIL. 10. SEED ALL DISTURBED AREAS A5 IN ACCORDANCE WITH MnDot 2575 except as modified in the Stillwater Standard Specificaitons(See Right) GFEDING MIXTURES: WETLAND BUFFER SEE MIX: To be Determined STEEP SLOPE MIX: See Stillwater Standard Specs(right) INFILTRATION SEED MIX: To be Determined PARK AREAS: To be. determined ALL OTHER AREAS: See MnDOT 2575 as Modified by Stillwater Specifications. AFTER OCTOBER 1, 2006 USE MNDOT SEED MIX I30B. 11. MAINTAIN ALL SILT FENCE UNTIL TURF IS ESTABLISHED. 12. RESTORATION SHALL BE COMPLETED WITHIN 72 HOURS OF THE COMPLETION OF GRADING. RESTORATION SHALL BE PHASED IN 24 ACRE INCREMENTS. 13. 20,944 L.F. SILT FENCE 13,215 L.F. BEFORE CONST 7,729 L.F. AFTER POND / BASIN CONSTRUCTION 14. 7,000 S.Y. WOODFIBER BLANKET 15. 580.000 C.Y. ESTIMATED COMMON EXCAVATION EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. STILLWATER RESTORATION NOTES: SEEDING, SODDING AND RESTORATION Turf Establishment shall be in accordance with the provisions of Mn/DOT 2575 except as modified herein: Existing areas outside the construction Limits shall be restored in kind by the Contractor at his own expense. Following completion of curb and gutter and sidewalk installation, boulevard areas shall be graded with a minimum of 4" of topsoil, in accordance with Mn/DOT 3877, and seeded with a MtsIDOT 500 seed mixture. Seed shall be spread at a rate of 75 pounds per acre. Type I mulch material shall be used. In areas where the seeded area fails to grow, the contractor shall be required to reseed the area at his own expense. A minimum of three feet of sod shall be installed around all catch basins not located in the street, and along both sides of all bituminous trails. Sod shall also be installed in all areas susceptible to erosion, as determined by the Engineer. Sod placed on slopes greater than a 3:1 slope shall be staked or pegged in place and shingled In areas where the grade exceeds a 3:1 slope, the following seed mixture shall be applied: SEED MIXTURE SPECIAL SPECIES Common Kentucky Bluegrass Switch Grass Smooth Broom Grass Perennial Ryegrass Creeping Red Fescue Red Top Birdsfoot Trefoil, Empire Ditch White Clover TOTAL RATE LBS/ACRE PERCENT 12 15.0 8 10.0 12 15.0 14.5 18.0 14.5 18.0 8 10.0 7 9.0 4 5.0 00 100% Mulch shall be Type l applied at a rate of 2 tons per acre. Commercial Fertilizer Commercial fertilizer shall be measured by the weight in tons furnished and applied acceptably. Fertilizer shall be analysis 10-10-10 applied at the Late of 0.25 ton per acre overall areas seeded Erosion control shall be accomplished with the use of hay or straw bales as directed by the Engineer. Erosion control shall be accomplished as detailed in the plans. No direct payment shall be made for erosion control unless shown on bid proposal. The Contractor shall be responsible for sweeping the streets following the completion of the seeding and/or sodding. All sweeping shall be completed within one week after the seeding or sodding. Sweeping shall continue until all loose material has been picked up to the approval of the City Engineer. Catch basins shall also be cleaned within the same timeframe. 1" TO 2" WASHED ROCK NOTE: 6" MIN. ROCK CONSTRUCTION ENTRANCE NOT TO SCALE Rock should be 1" to 2" in size such as SMOOT CA -I or CA-2 course aggregate (washed). A geotextile fabric may be used under the rock to prevent migration of the underlying soil into the stone. ROCK ENTRANCE TO CONSTRUCTION SITE POW STREET WIDTH VARIES F... BACK TO BACK VARIES 55' I ROW 3. 1 MAX. tea/ 3i 3% MIt.1.`' _ �� CONC. WALK BIT. SECTION AS FOLLOWS. - 1.5' BIT. BASE COURSE TACK COAT 2.5' PIT a WEAR COURSE 6' CL 5 AGGREGATE BATE- . SIDEWALK SECTION IS 4' OF GRANULAR 4 4' OF CONCRETE . SUBGRADE MUST BE WITHIN . OR - . 10' AND BE APPROVED BY ENGINEER. NOTE. SEE PROJECT PLANS AND SPECS FOR STREET WIDTH, CURB TYPE. AND STREET SECTION STILLWATER TYPICAL es RD-A 36' PD-B 30' RD-C 30' RD-0 30' PD-E 34' RD-F 30' RD-G 30' 9D-H 30' PO-1 30' RD-J 22' P.D-K 22' P.D-L 22' RD-M 22' STPEET DETAIL (#40) B-B B-B B-B B-B B-B B-B B-B B-B B-B B-B B-B B-B B-B MIRE OR TWINE BALES PLACED ON EDGE, 7 w-BUTTED TIGHT. TW0 STAKES PER BALE AND \ POINT A MUST BE NIGNEP EMBEDDED IN GROUND 10' MIN.' THAN POINT B SECTION THRU DITCH 3' EARTH FILL FLOW FLOWy STAKE OPTION 1 "-STAKE OPTION 2 SECTIONS HAY OR STRAW BALE DITCH CHECK STORM SEVER INLET ANCHOR W2 STAKES PER BALE DRIVEN INTO THE GROUND STORM SEWER INLET PROTECTION TYPICAL STILLWATER EPOS ION CONTROL (#41) STEEL POST AT 8' 0 C. RUNOFF WIRE MESH RE INF. GEOTExT ILE FABRIC FABRIC ANCHORAGE TRENCH. BACKF ILL WJTAMPED NATURAL SOIL. 1_6' MIN 6.1 TAMPED NATURAL SOIL. OPTION 1 OPTION 2 STILLWATER TYPICAL =ILT FENCE -HEAVY DUTY (#42) 0 m CURB f l6: 44' 13.5' ±I5' z TOP OF FOND•TON m FINISHED WADE BASEMENT SLAB GA6Ar4 SEAM z m TOP OF STOOP 10.50 0.15E on SLOPE TO CURB NOW DDWM N.VA101 MULTI FAMILY HOMES 3 m DERAL. 8 T CURB N0 HOLDDOWN N BLVD. (TTP.) NOTES= NOTE. T6' FINISHED GRADE PER GRADING PLAN GARAGE FLOOR LTV BELOW GARAGE FLOOR \11 L001 061 EINAIW T6.0 PAD UNLESS OTERWSE NOTEo L0 - LOOK OUT 1 WADE ALL PADS 10 DR. L FRONT TO OF PAO WILL REWIRE A *041141M OF 6 COURSE FOUNDATION WALL N GARAGE OR ANT PART OF HOUSE NOT OCNSTRUCTEO HIM • PALL BASEMENT 3. GARAGE FOUNDATION CONSTRUCTION BETOD 30' 1RW ME FRONT OF PD HILL REWIRE Am1TIONAL POUIDADON WALL DOWN TO ME ENGINEERED FAL ME Excel AW01.1NT W ADDED WALL NM ME FOUNDA1W CONSTRUCTION 6.0'T CURB NO HOLDDOWN + M*. (TIP.) SHED 1]6ADE PEP PLAN GARAGEGADFLOOR .75' BELOW GARAGE ROD* ST BELOW GAR49 FLOOR *A 1 16.0' PAD UNLESS OTHERWISE NOTED FB - FULL BASEMENT V\ 10 nsl04E0 WADE PER WADING PLAN GARAGE FLOOR 6. D' TOPSOIL 275" BELOW GARAGE 21004 OURB -ISM H0 HOLDDOWN RAM. (TIP.) hoc . 45 naive 1ROM DInOP 110 SI - MSG SAMWE 0EWD611 • I.0R9608PROmDaD LOOP56 76.0 PAO UNLESS 0ME*WSE NOTED WO - WALKOUT 01LTEVABW WI HERITAGE HOLDDOWN DETAILS 6.0- TOPSOIL F6419191 WADE PER WADING PLAN GARAGE FLOOR 2.15' BELOW GARAGE FLOOR W*6 I-IIIII� No 0w N aL00w. (O(rm.) MOIL W. OS IT BELOW MOVED LOOP 42 nFws[MA R 51Bn MAIMn960088 MEDLDMM WADE PADS l0 DRNN GLENDALOUGH HOLDDOWN DETAILS ALL 2 mpn ow OF PM WILL REWIRE A WNMUN OF 6 COURSE FOIINDAT. WALE N GARAGE W ANY PART OF NOUSE NOT 00651RUC1ED WM A FULL BASELEIIT 3. GARAGE FOUNDATION cONSTNUC0DN BE1040 SO' FROM THE MOM Or PAD SILL RE0ME ADDITIONAL FOUNDATION WALL DOWN To THE ENGINEERED FTIA_ ME EA4c1 AMOUNT OF AO0E0 WALL WM ME FDUND•VON CON5IRUC0DN. CURB Na HOLDDOWN M BLw. (TV.) SAW PAD UNLESS OTHERWISE NDIED LO - LOOK OUT 64.0' P•D UNLESS OMERWSE NOTED WO - WALKOUT 30'. 34' FweSNED WADE Kw GRAONG PLAN GARAGE FLOOR LTT BELOW GARAGE FLOOR 3.T BELOW GARAGE FLOOR ACV PAD UNLE55 O1NER'MSE N01C0 FB - FULL BASEMENT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS REVISED FOR BID PACKAGE 3-14-06 BY JSR BUFFER AVE. 3-16-06 DLS REVISIONS PER CITY COMMENTS 03-30-06 JSR PRELIMINARY GRADING PLAN U.S. HOMES CORPORATION DRAWN JSR CHECKED DL.S DATE February 01, 2006 SCALE AS SHOWN JOB NO. 5455.069 FILE: BASE_MILL_013106 SHEET GP6 GP6 SHEETS DATE OO OREG. NO 26147 `0F REVISIONS REVISIONS FOR BID SET 3-20-06 BY, JSR DELLWQOD ROJRD Mown Carat iluriesni IMMIX an• raat ogmur (STATE HIGHWAY NO. sat) \ .... NORTH , 1-if( WETLAND BUFFER 200 100 0 100 200 400 SCALE IN FEET SANITARY SERVICES AND WATER SERVICES Sanitary services shall be installed ten feet downstremn of the water service. The service stub shall terminate 10 feet beyond the property line. The depth of the sanitary service stub shall be ten fat at the popmty line or have a minimum grade of 2.00n/o. Sanitary services shall be constructed with 4" PVC SDR 26. Services more than 100 feet from the main to the building shall be provided with a cleanout near the right-of-way line. Water services shall be located in the center of the lot They shall not be installed under driveways, or under Latch basins. Water services shall be set ■ minimum of two feet below any storm sewer pipe, if this can not be achieved the service shall be insulated Water service curb boxes shall be located on the property line. A ten -foot tail shall extend from the curb box. The top of the box shall be set to proper grade with the extension at the midpoint Water servicu shall be installed with a minimum depth of cover of seven and one-half feet SANITARY AND STORM SEWER CONSTRUCTION PIPE MATERIALS Type of pipe for unitary sewer used foT various al depths computed from the invert to finished grade Ammon shell contain to the following ch.. Depth Typeorrtpe- 0'-IS' SDR 35 15'-25' SDR26 Grauer than 25. D@, CL. 52 Reinforced unarm pipe for norm .ewer mall be of the caw shown on the plats with watertight Buren of Reclamation type R4 joints and confined'O" Ring Gasker EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SEE SHEET UP 3 }waK Neer WATER MAIN CONSTRUCTION MATERIALS New hydrania alulI be installed with a 60" Hydnfinder Marker, es maou3etmed by Rodon Cotponnon. DIP shall be class 52 for 6' through 12' diameter water maul Fittings shall be Class 250. Ductile iron pipe than be push -on joint and dull be in accordance with A W WA C 151486 w its latest revision, and shall be manufactured by United Senn Pipe and Foundry Company, Clow Pipe Company, American Cast Wes Pipe Company, or approved equal Finings shall conform to the requvemen= ofAW WA CI l0 and AW WA C153 and shall be claw 250. Mnhanio l joints .hall be used for ell dub ends and finings adequate means for electrical conductivity shall be provided ford each gasket, All mechanical and push -on jams shall here tubber gasket. canfonming m AWWA Cl l I. Retainer Elands shall be America, Mega -Lug or US Pipe and be designed to withstand pressures shown in Table 9-6 of American Can Iron Pipe Campany0 Catalog. HYDRANTS All hydra= shall be Weterm= WB 67 Pacer with the following requirements: a. Hydrants are to have a Svc -inch mwmmn valve opening. They shall be equipped with two 2-I2' diamees ad one 4-12- stealer connection. Omler le chords null be National Standard ducats b. Hydrant banal. .6Al be two piece, with a 16-inch breskad traffic flange and flanged joint no mote than two inches above the finished grade line and with a mechatul join) connection at the hub rod. Hydrants shall have an 8.6f bury. c. All hydrants shall have a .i..inrb mechanical 'pint ales for connecting into the ant -inch branch pip from the vain. Then shall be gate valve between the hydrant and Ole water vain. d. Hydrant operating mechanism dull be provided with .0. ring Baia preventing the entrance of moisture and ,hall be lubricated dough a opening in the operating nut or bonnet. e. Shall open to the left (countOcl0ckwiu), and be able to drain when the hydrant is closed. The aim and shape of the operating nut shall be National S0ndad Pentagon nu . g. Hydnml mud have permanent making. Aiming I) Menu/anima's name 2) Year of Manufacture and Bury depth 01.1 LOWED 0,1 50' HW SETBACK enn. LOWED Area Am SEE SHEET UP 5 GATE VALVES Gm valves shall be mnbent wedge type in accordance m AWWA C509 Spreifiutions and have a working preuwe of 200 psi. The gate cove .hall have mechanical joint ends, a non -rising operating stem with .0" ring sad. a two inch (2.) square nor and shall open right. Cate valves must show on the bonnet or body I) open indicating anew 21 manufacturer's name 3) pressure rating 4) year of maoufacntre 5) elm. Gus valves boxes shall be vertical Buffalo type, can iron shalt 5-1,4' in diameter. The valve boa .hall sondes of three piety with a box length to provide far 7.5 f of -cover and able to provide adjustment of at lean sin aches. BUTTERFLY VALVES Butterry retreat .ball men the requirements ofANSLAW WA 504 and shell be ddgamd for 150 psi. of working nostrum The valve shall be short body with mechanical joint ends, a non -rising operating nem with "Cr ring seal. a two-inch (2') uqu is nut and shall open right. Butt0By valves must show on the bonnet or body: I)open indicating now 2)manufacturer's name 3)pour. ming 4) year of mauSctm0 5) size WATER SERVICE PIPE AND FITTINGS CORPORATION STOPS Corporation cops shall be Mueller H-15000, Fold F600. or approved equal. All corporation stop .hall conform to A W. W.A Standards with A.W.WA threaded inlet and A W. W.A copper service thread outlet CURB STOP AND BOX Qub dap dull be Minneapolis pattern for capper service pipe inks and outlet of cop design with an inverted key and shall be Muller H-15I54 Mark B Drivel or approved equal. The Mop box shag be ea extension type with nation), rod Minneapolis Panes- Boxes shall have a 6' adjustment with an 8-fool length when filly extended. Stop boxes .hall be Mueller H-10300 Fool EM2-80-56-75R or meowed equal. The lid shell be Mud. 89375 or eppmved equal WATER SERVICE PIP[ All copper tubing used for services .hall be new and unused ASTM H ere for Seamless Copper Water Tube, Type K, soft Annealed scarper I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS PER CITY COMMENTS 33006 JSR PRELIMINARY UTILITY PLAN 0 Y w O Z 0 CZC LML. L I.LNN _J W _J J J_ H U.S. HOMES CORPORATION DRAWN JSR CHECKED DLS DATE February 01, 2006 SCALE AS SHOWN JOB NO. 5455039 FILEEASE_MILL_013106 SHEET UP1 5 SHEETS ✓/ DATE O Z O (— O b REG. NO 261 47 �°F 4 Ell NM MIN MN =I ZS i 2 1? O m III 1 0 2 OM 0 m BF 904.5 WO GF 912.0 y9 c r�s i9 OM aloe 49 Irsoa N Z J rZ • a Q c (soo.sl r-. N 00 BF 9/0.0 WO GF 919.0 0 OF 919.5 WO 95 PRELIMINARY UTILITY PLAN MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION 9F 911.0 / EDGE OF WETLAND OR^1/Ngi BF 907.0 wo GF 915.01, G:: 217 218 219 aes Su,? • SATHRE-BERGQUIST, INC. o r7 N ` �Q. p4, P Pax 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N Z `r 0 rZ 4ma0 or €o y Z y y iw Wa co, 2 NORTH X92,2 921 EOP EO 92E,-_�- 4 HIGWA(STATE�., Y x 930.1 EOP EOP-�I{y19S�- X4153 co NO. 96) X9196 _ x 9tro-' - a EpA D " -EbP ° � (ssL _ 2 BF9160 LO 921.0 LO OF928.0_ -. Gf 927.0 WO BF 919.0 s248 a EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ON Y. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. GF 928A G928.0 WO WO GF927.0 - 920.0 wo 925.0 B38 F 920.0 BF37 836 8F9 35 7 BF 9190 GF 928.0 POND#1L NWL-896.0 2 yr-896.8 10 yr-897.5 100 yr-898.3 _ 53 8 BF 915.0 WO OF 923.0 BF 913.0 GF 921.0 BF 910.0 GF 9118.0 WETLAND BUFFER 584013' 39"W 1332.58 / 1253.5 / HOA ► OUTLOT BF 907.0 WO GF 915.0 60 30 0 30 60 120 SCALE IN FEET BF 908.0 WO GF 918.0 BF 910.0 WO GF 918.0 (9115) _ . BF 912.0 WO GF 920.0 GF 918.0 LO 913.0 ..BF 910.0 (9128) BF 913.0 GF 921.0 - _0920.0 -. LO L09115.0 BF 912.0 50° LO913.0 (Oa 5) LO GF 918.0 GF 921.0 WO BF 913.0 49BF ° LO 913.0 LO GF 9118.0 BF 913.0 WO GF 921.0 _ POND#2L N W L-898.0 2 yr-898.4 10 yr-898.8 100 yr-899.2 GF 922.0 WO B.0 (9125) BF 913.0 GF 2121.0 GF 922.0 WO BF 914.0 PRASE 1 TRAIL FUTURE .. TO REGIONAL HOA DOCK I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE O l_ O - O P REG. NO 26 147 REVISIONS REVISIONS FOR BID SET 3-20-06 REVISIONS PER CITY COMMENTS 3-30-06 PRELIMINARY UTILITY PLAN MI DRAWN JSR CHECKED DLS DATE February 01, 2006 SCALE AS SHOWN JOB NO. 545sa89 FILE: BASE_MILI_013106 \°9 BY 1 JSR JSR Z 0 H 0 0 0 (n w 2 0 v) J SHEET UP3 5 SHEETS VERLOOK POND#2C V W L-902.0 2 yr-902.5 10 yr-903.0 00 yr-903.9 � � ,62148 m _ PiJB,!C TPA, � WETLAND SETBA EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. O?, POND#4C NWL-903.0 2 yr-903.6 10 yr-904.1 100 yr-904.9 Tc . III -102011 BY- IV/ OUTLOT H t0+91.>s GF 913.5 wo BF 905.5 60 30 0 30 60 120 SCALE IN FEET POND#2L NWL-898.0 2 yr-898.4 -10ye-898.8 100 yr-899.2 TC. Veal .�-.1111.. w.sr FUTURE ,V1P.TYf n.K Tc-•inu MI•11Wa SW tsar qi:o HOA DOCK 68 69 BF 910.5 BF911.0 WO WO GF-9166---369191 --OF 9195 GF 919.5 WO wo BF 910.5 5F 911.5 107 106 Imo) 42v41 Tests we.Np I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE O L O I- O f. REG. NO 26147 REVISIONS REVISIONS FOR BID SET 3-20-06 REVISIONS PER CITY COMMENTS33006 BY JSR JSR t MILLBROOK PRELIMINARY UTILITY PLAN STILLWATER, MINNESOTA U.S. HOMES CORPORATION DRAWN JSR CHECKED DLS DATE February 01, 2008 SCALE AS SHOWN JOB NO. 5455.089 FILE2ASE_MILL_013106 \OF SHEET UP4 5 SHEETS La- L_ L. V V V V V X BOi.1 X90a2 X9058 EOP EOP EOP O. a X 9071 X 9082 EOP EOP BROWN'S CREEK - BUILDING SETBACK 69 BF 911.0 WO -GF 919.0_ _ _ GF-049.5 WO BS 106 e0 2.B GFop6" \ CONNECT TO 0t6TOta 1C wb E9wr 0 ETLAND lit AC EOP PONDE1C NWL-896.0 2 yr-896.8 10 yr-897.8 100 yr-898.8 1X435 EOP CL a X 9)55 ,n CITY PARK OUTLOT 46'S5"E X 914 8 EOP PUBLIC PARK (010.0) B 75 sios GFWO918 S Irsor X9166 X918.1 1 v"'- - EOP EOP 1611.En _ __- -_ O` (x WETLAND 8,015 S.F. mua m 8T + v I rtu••��' _ 11 CR4/4/ 0E ek 78 L�j 94,0 --)FBPi1 - Cl x 'I DETAIL (NO SCALE) FUTURE BROWNS CREEK SANITARY SEWER CROSSING BY OTHERS S89°56'38"W 670.78 ECP 2 BF 918.0 LO921.0 LO GF 926.0 O (9215) 3 BF 919.0 LO 922.0 LO GF 927.0 OF 927.0 BF 919.0 39 (9i9.5) '11 Fr J W NORTH Z x Bm5X 9 Fil) 30 0 '�Q 60 I20 EOP ELYm1 ALE IN FEET (901 5) - 4 B899'0 LO 902.0 LO GF 907.0 (9025) 5 BF8900.0 LO 903.0 LO GF 908.0 GF 910.0 GF 911.0 I0931 (9055) 86 878F803.0 BF902.0 LO906.0 LO 906.0 CUSTOM LO LO %BttiS X9115 EOP I EOP J � c`■ X91S* X 9119 GOP EDO INFILTRATIO N89°49'31"E 1001.72 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. POND#5C NWL -896.0 2 yr-896.8 10 yr-897.5 100 yr-898.5 Wo BF 902.0 94 T0• a tpC r -ARM 1111111111111111111111•,.. Mots) KIR OF 909.0 - wO BF 901.0 le.• iamb CaMBECT TO EX6Toox 1C ra9v-ana- 10.995.0 9••9131. M9.99419_ GF 9r->v LO LO 902.0 BF 899.0 92 iC. M:5) rPOI.N•873.,. • .W• an la .� 9n to -: 1c 906O _ --9MC16. na.OF 908.0 GF 997A LO WO L0903.0 BF 899.0 M.0 91 90 - - (9ye5) - �ro8Q9°56'38"W 664.79 VXTEM. Di elf 0T1®.) as 1C-91920 _ 91V-9MM CUSTOM OF 912J7?a., FB LO 89 8F904.0 LO 9064 88 BF902.0 EOP ID = EOP X 91130 X9,20 EDO X 41310 EOP X 9131 X 913C EOP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REVISIONS I BY REVISIONS FOR BID SET JSR 3-20-06 REVISIONS PER CITY COMMENTS 3-30-06 JSR PRELIMINARY UTILITY PLAN U.S. HOMES CORPORATION DRAWN JSR CHECKED DIS DATE February 01, 2006 SCALE AS SHOWN J08 NO. 5455-069 FBE:BASE MILL 013106 SHEET UP5 5 SHEETS,/ DATE O Z O (- O , REG. NO 26147 IMM NMI INN 0 0 0 Dacom 2 2 ti p X FETID n 2 i pwmaN D 00 r N A ; p m Z m m S pm �x Z WA > oo �Ozx ti m�D < T D R� r < ~L < < ymOg ZOr� o Z 1 A m<nm mr � Nmz mT0 G ma z mpm N O T m A _ - T m N < Wig= m D D m Z I O OyS D N maz N>O �DA DCV rm � r mn D 281 O D ,N N> O�^ zo D m r < m � zm 00 Z p me mz Z m p3 }J ddfB ONV NEAL AVENUE NORTH 1333 NI 31YJS -13 D cn m 0, m Fo 0 / PHASING PLAN MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION dEµS 44 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N �Q' o4,FRs PO' J 0 z 0) 200 100 0 100 200 400 REVISIONS 1 TREE SYMBOL 0 0 6 SEE SHEET TS3 DELLWOOD ROAD PUBLIC PARK SEE SHEET TS4 TREE CODE (COMMON NAME) ASHG (Green Ash) ASP (Aspen) BASS (Basswood) BOX (Boxelder) BUT (Buttemut) CHBL (Black Cherry) COT (Cottonwood) ELMA (American Elm) ELMR (Red Elm) ELMS (Siberian Elm) HACK (Hackberry) 0 0 0 0 0 • HICB (Bittemut Hickory) IRON (Ironwood) LOCB (Black Locust) MPSU (Sugar Maple) OABU (Bur Oak) OANR (Northern Red Oak) OAWH (White Oak) RDCE (Eastem Redcedar) WALB (Black Walnut) WIL (Willow) TREES IN BLACK ARE TO BE REMOVED — GRADING LIMITS SEE SHEETTS2 SEE SHEET TS5 NOTES: 1. TREES WERE IDENTIFIED BY KUNDE CO. INC. IN JANUARY OF 2006. 2. TREES WERE LOCATED BY SATHRE-BERGQUIST, INC. IN JANUARY OF 2006 3. ADDITIONAL TREES EXIST IN THE RIGHT OF WAY AND SOUTH OF BROWNS CREEK THAT WERE NOT LOCATED. AD. MO SCALE IN FEET 44144 :4 HW SETBACK NORTH SOUTH TWIN LAKE OHW = B88.3 FT. SEE SHEET TS6 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. AlC GATE 02/01/06 REG NO 26147 0 U� Z 1-7 h v/ M 1 z IL Q MW W Q L O L.CC m < CO TREE LOCATION SURVEY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. DRAWN RS CHECKED RSM DATE 02/01/06 SCALE AS SHOWN JOB NO. 5455469 FILE: W:ITREE SURVEYIDWG TREE SURVEY.DWG SHEET TS 1 7 WSJ `OF 0 O pO Of m 0 00 0) 0) —I= v N TREE LOCATION SURVEY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. oar „O SATHRE—BERGQUIST, INC. o tt% co N �,r 04, s P s 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SNOISIA3Z1 J I= 1=1 IM INN EMI INN MINI 9 c. v w s TREE LOCATION SURVEY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. SUR`13 �` _ --- Q C%ATI 11'1r nrl'l/1/11 �If1T INC. m y 150 SOUTH BROADWAV WAYZATA, MN. 55391 (952) 476-6000 (Q c�0? s P `Pa2 sNoISIA3a co r9 II= MN NE a A m m pNpg N irr T O TREE LOCATION SURVEY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. SLR SATHRE-BERGQUIST, INC. 04, P LPa2 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 J SNOISIA3a TREES IDENTIFIED BY KUNDECO. JAN., 2006. TREES LOCATED BY SATHRE-BERGOUIST, INC. JAN., 2008 Cfen tl am. Kr ASP V THE LAWS OF THE STATE OF MINNESOTA. DATE 02/01/06 REG.NO 26147 REVISIONS BY \ l TREE LOCATION SURVEY ORRIN THOMPSON HOMES, INC. 1 DRAWN RS CHECKED RSM DATE 02/01/06 SCALE AS SHOWN JOB NO. 5455-069 FILE: W:ITREE SURVEYIDWG\TREE SURVEY.DWO SHEET TS5 7 SHEETS NM NMI ME ME NM NM EN MINI NM INN NIM 111111 MIN 1111111 111111 EN NMI 111111 31 ig 9 0 CO TREE LOCATION SURVEY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. J 9 v s br ;E 9 CF ; 0 D v 0 0 Lgg NEAL AVENUE NORTH va0.s SUa` ru -- �p N SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N1°00'10"W 1976.00 C ti Z 0, REVISIONS Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH Tree # Tree Species DBH 2 Pine, jack 3.0 100 Ash, green 6.5 200 Redcedar 4.0 312 Elm, American 7.5 400 Cherry, black 8.5 520 Oak, bur 7.5 727 Redcedar 11.0 921 Aspen 7.0 1208 Spruce, white 6.0 3 Pine, jack 3.0 101 Ash, green 6.5 201 Redcedar 5.0 313 Ash, green 6.5 401 Ash, green 9.0 522 Oak, bur 11.0 748 Ash, green 8.0 924 Aspen 7.0 1219 Spruce. white 6.0 4 Pine, jack 4.0 102 Ash, green 7.5 202 Aspen 9.0 314 Elm, American 7.5 403 Aspen 6.5 525 Oak, bur 6.0 756 Ash, green 7.0 926 Aspen 6.5 1221 Spruce, white 6.0 5 Pine, jack 5.0 112 Redcedar 10.0 203 Aspen 8.5 315 Oak, red 12.0 404 Boxelder 10.5 529 Elm, American 7.0 757 Ash, green 6.0 927 Aspen 13.5 1222 Spruce, white 6.0 6 Pine, jack 3.5 115 Redcedar 5.0 204 Aspen 8.5 316 Oak, bur 6.5 405 Oak, red 13.0 530 Redcedar 11.0 759 Ash. green 32.0 928 Cottonwood 18.0 1229 Spruce, white 7.0 7 Pine, jack 4.0 117 Ash, green 8.5 207 Aspen 8.5 317 Ash, green 7.5 406 Ash, green 8.5 531 Redcedar 6.0 760 Boxelder 18.0 929 Cottonwood 24.0 1230 Spruce, blue 9.0 8 Pine, jack 3.0 120 Redcedar 4.0 208 Aspen 6.5 318 Oak, red 7.5 407 Aspen 6.0 532 Oak, bur 12.0 762 Ash, green 21.5 930 Cottonwood 17.0 1231 Spruce, white 6.0 10 Pine, jack 2.0 121 Redcedar 3.0 210 Aspen 7.5 319 Oak, red 11.0 409 Oak, red 6.0 533 Oak, bur 8.5 765 Aspen 6.5 931 Cottonwood 9.5 1232 Spruce, white 6.0 11 Pine, jack 4.0 123 Aspen 7.5 211 Aspen 7.5 320 Ash, green 6.0 410 Ash, green 7.5 534 Oak, bur 6.0 771 Redcedar 8.0 932 Cottonwood 10.0 1233 Spruce, white 6.0 14 Pine, jack 2.0 125 Aspen 6.0 212 Aspen 7.5 322 Elm, American 6.0 413 Ash, green 11.0 535 Redcedar 7.0 772 Redcedar 11.0 933 Cottonwood 8.0 1234 Spruce, blue 6.0 15 Pine, jack 3.0 126 Redcedar 10.0 213 Aspen 6.5 323 Elm, American 9.0 414 Ash, green 10.5 539 Pine, Scotch 7.0 773 Redcedar 6.0 934 Cottonwood 7.0 1235 Spruce, blue 6.0 16 Pine, jack 2.0 127 Boxelder 7.5 214 Aspen 7.0 324 Ash, green 6.5 417 Elm, American 8.5 540 Oak, red 10.5 774 Redcedar 6.0 935 Cottonwood 11.0 1236 Spruce, blue 6.0 17 Pine, jack 2.5 128 Aspen 9.0 215 Aspen 8.0 325 Redcedar 6.0 418 Ash, green 10.5 541 Oak, red 15.0 775 Redcedar 11.5 936 Aspen 7.0 1237 Spruce, blue 6.0 18 Pine, jack 3.0 129 Aspen 7.5 217 Aspen 6.5 326 Elm, American 6.0 419 Oak, red 7.0 542 Pine, white 6.0 776 Redcedar 18.0 937 Cottonwood 16.0 1238 Spruce, blue 6.0 19 Pine, jack 2.0 130 Aspen 8.0 218 Aspen 7.5 327 Birch, paper 10.5 422 Ash, green 10.5 543 Pine, white 22.0 777 Ash, green 16.5 938 Aspen 9,5 1239 Spruce, blue 6.0 20 Pine. jack 2.5 132 Aspen 6.5 220 Aspen 6.0 328 Birch, paper 7.0 425 Ash, green 11.0 544 Redcedar 16.0 778 Redcedar 10.0 939 Cottonwood 19.5 1240 Spruce, blue 6.0 22 Pine, jack 3.0 133 Aspen 7.0 223 Aspen 6.0 329 Elm, American 6.5 426 Oak, red 6.0 545 Pine, white 10.0 779 Redcedar 6.5 940 Cottonwood 12.5 1241 Spruce, white 6.5 23 Pine, jack 4.5 134 Aspen 8.0 242 Elm, American 15.0 330 Ash, green 7.0 427 Ash, green 10.5 551 Redcedar 7.0 780 Redcedar 8.5 941 Cottonwood 11.0 1242 Spruce, white 6.0 24 Pine, jack 2.5 135 Aspen 12.5 243 Elm, American 11.5 331 Redcedar 6.5 429 Aspen 6.5 552 Aspen 6.0 782 Redcedar 6.5 942 Cottonwood 17.0 1243 Spruce, white 7.5 25 Pine, jack 3.5 136 Aspen 8.5 244 Boxetder 25.0 333 Birch. paper 18.0 430 Aspen 6.0 554 Aspen 6.0 783 Cherry, black 13.0 943 Cottonwood 12.5 1245 Spruce, blue 7.5 26 Pine, jack 3.0 137 Aspen 10.0 245 Redcedar 2.5 335 Birch, paper 6.5 433 Aspen 6.5 557 Pine, red 11.0 784 Redcedar 10.5 944 Cottonwood 14.5 1246 Spruce, white 7.0 28 Pine, jack 6.0 138 Aspen 9.5 246 Redcedar 2.0 336 Birch, paper 10.0 434 Aspen 6.5 564 Pine, white 6.0 799 Elm, American 13.0 945 Cottonwood 10.0 1248 Spruce, blue 6.0 32 Pine, red 4.0 139 Aspen 7.5 248 Redcedar 10.0 337 Birch, paper 7.0 435 Aspen 8.0 566 Pine, while 12.0 831 Ash, green 15.0 946 Cottonwood 14.0 1249 Spruce, blue 6.0 33 Pine, jack 2.0 140 Aspen 8.0 249 Redcedar 10.5 338 Birch, paper 9.5 436 Elm, American 8.0 568 Maple, amur 8.0 834 Ash, green 20.5 947 Aspen 6.0 1250 Pine, red 6.0 34 Ash. green 6.5 141 Aspen 6.0 250 Elm, American 12.5 339 Birch, paper 6.5 437 Aspen 8.0 571 Spruce, blue 8.0 835 Oak, red 7.5 948 Aspen 7.0 1252 Pine, red 9.5 36 Oak, red 12.5 142 Aspen 10.0 252 Aspen 11.5 340 Birch, paper 9.5 438 Aspen 7.0 572 Spruce, blue 7.0 837 Redcedar 7.5 949 Aspen 9.0 1253 Pine, red 6.0 38 Ash. green 9.0 143 Aspen 6.0 253 Aspen 8.0 341 Birch, paper 6.0 439 Aspen 7.5 573 Oak, bur 8.5 838 Oak, red 8.5 950 Aspen 9.0 1254 Pine, red 7.0 41 Pine, red 14.5 144 Aspen 9.0 255 Elm, American 7.0 342 Birch, paper 7.5 440 Aspen 8.0 575 Spruce, blue 9.0 839 Redcedar 10.5 951 Aspen 8.0 1255 Spruce, blue 6.0 45 Ash, green 6.5 145 Aspen 6.0 258 Redcedar 8.5 343 Aspen 6.0 441 Elm, American 6.5 577 Ash, green 20.0 840 Redcedar 6.5 952 Aspen 6.5 1256 Pine, red 9.5 46 Birch, paper 6.0 146 Aspen 8.5 260 Redcedar 4.0 344 Elm, American 6.0 442 Aspen 9.5 582 Spruce, white 9.0 843 Ash, green 21.5 953 Cottonwood 11.5 1257 Pine, red 9.5 47 Ash, green 6.0 147 Aspen 8.5 261 Redcedar 4.5 345 Elm, American 8.5 443 Aspen 11.0 583 Spruce, white 13.0 856 Cottonwood 17.5 954 Cottonwood 6.0 1258 Pine, red 7.0 48 Birch, paper 6.0 148 Aspen 6.5 262 Redcedar 4.5 346 Birch, paper 23.0 444 Birch, paper 8.5 584 Spruce, white 9.5 858 Ash, green 8.0 955 Aspen 9.5 1259 Pine, red 9.5 49 Ash, green 7.5 149 Redcedar 5.0 264 Ash, green 8.5 348 Elm, American 6.0 446 Birth, paper 6.5 585 Spruce, white 10.0 859 Elm, American 9.0 956 Cottonwood 6.5 1260 Pine, red 7.0 50 Birch, paper 7.5 150 Aspen 6.0 265 Redcedar 4.0 350 Elm, American 8.5 448 Aspen 16.0 594 Aspen 7.0 862 Ash, green 8.0 957 Cottonwood 6.5 1261 Pine, red 7.5 51 Birch, paper 6.0 151 Aspen 6.0 267 Oak. red 6.0 354 Oak, red 10.5 449 Oak, red 6.5 597 Oak, red 7.5 864 Ash, green 14.5 958 Cottonwood 27.0 1262 Pine, red 6.0 52 Birch, paper 7.5 152 Aspen 7.0 269 Aspen 8.0 355 Oak, red 16.0 450 Aspen 13.0 598 Oak, red 9.0 865 Aspen 7.5 960 Cottonwood 15.0 1263 Pine, red 6.0 53 Aspen 8.5 153 Aspen 7.5 270 Oak, red 8.5 358 Birth, paper 8.5 451 Aspen 8.5 599 Aspen 7.5 867 Ash, green 14.5 961 Cottonwood 8.0 1264 Pine, red 9.5 54 Aspen 9.0 154 Aspen 7.0 271 Ash, green 8.0 359 Birth, paper 9.0 452 Aspen 13.0 600 Oak, bur 8.5 870 Ash, green 6.0 964 Aspen 10.0 1266 Pine, red 9.5 55 Aspen 6.5 155 Aspen 6.0 272 Ash, green 6.0 360 Elm, American 6.0 453 Aspen 10.5 601 Aspen 6.5 871 Ash, green 8.0 965 Aspen 7.5 1267 Pine, red 8.5 56 Aspen 6.5 156 Boxelder 8.5 273 Ash, green 13.0 361 Birch, paper 6.0 455 Aspen 7.0 602 Oak, red 9.0 881 Cottonwood 28.0 966 Aspen 8.0 1268 Pine, red 6.0 57 Aspen 8.5 157 Aspen 7.0 274 Ash, green 9.0 362 Oak, red 10.0 456 Aspen 8.5 603 Oak, red 12.5 886 Cottonwood 13.0 968 Ash, green 6.5 1269 Pine, red 6.5 58 Aspen 14.0 158 Aspen 6.0 275 Ash, green 9.0 363 Elm, American 7.5 457 Aspen 8.5 604 Elm. American 7.5 887 Aspen 10.0 971 Honeylocust 24.5 1270 Pine, red 10.0 59 Birch, paper 6.0 159 Aspen 6.5 278 Ash, green 7.0 365 Redcedar 7.5 458 Aspen 6.0 607 Pine, white 12.5 888 Aspen 6.5 972 Pine, Austrian 20.0 1271 Pine, red 7.5 60 Aspen 7.0 160 Aspen 7.0 279 Oak, bur 9.0 366 Redcedar 8.0 459 Aspen 9.5 608 Pine. white 9.0 890 Cottonwood 10.0 973 Ash, green 8.0 1272 Pine, red 7.0 62 Aspen 8.0 161 Aspen 6.5 280 Ash, green 6.5 367 Birch, paper 6.0 460 Aspen 8.0 610 Whitecedar 15.0 891 Aspen 7.0 1111 Ash, green 10.0 1273 Pine. red 7.5 63 Aspen 8.0 162 Aspen 7.5 281 Oak, bur 13.0 368 Birch, paper 7.0 462 Oak, red 10.0 612 Pine, white 8.0 892 Cottonwood 10.5 1116 Ash, green 6.0 1274 Pine, red 7.0 64 Aspen 8.5 163 Aspen 6.5 283 Elm, American 7.5 369 Birch, paper 7.5 466 Oak, red 6.0 613 Pine, white 12.5 901 Cottonwood 36.0 1118 Oak, red 7.0 1275 Pine, red 6.0 66 Aspen 9.0 164 Aspen 7.5 284 Elm, American 7.0 370 Birch, paper 7.5 467 Aspen 6.5 614 Pine, white 13.0 905 Cottonwood 48.0 1119 Ash, green 6.5 1276 Cottonwood 28.0 68 Ash, green 15.0 165 Aspen 6.5 285 Oak, bur 6.0 371 Birch, paper 8.5 468 Aspen 10.0 616 Pine, white 13.0 906 Aspen 6.5 1127 Ash, green 7.5 1279 Cottonwood 37.5 69 Aspen 7.0 166 Aspen 7.0 286 Elm, American 6.5 372 Redcedar 7.0 469 Aspen 8.0 617 Pine, white 9.0 907 Aspen 7.0 1140 Cottonwood 34.0 1280 Cottonwood 17.5 70 Aspen 7.0 167 Aspen 6.5 287 Ash, green 7.5 373 Ash, green 7.5 470 Aspen 7.5 618 Pine, white 11.0 909 Cottonwood 45.0 1152 Redcedar 6.0 1281 Pine, red 8.0 71 Aspen 8.5 168 Aspen 11.5 290 Aspen 7.5 374 Ash, green 10.5 471 Oak, bur 12.5 619 Redcedar 6.0 911 Aspen 6.0 1167 Redcedar 6.0 1282 Pine, red 9.0 72 Aspen 7.0 169 Aspen 7.5 291 Ash, green 12.5 375 Oak, red 8.0 473 Aspen 8.5 620 Aspen 6.0 912 Cottonwood 15.0 1169 Redcedar 6.5 1283 Pine, red 10.0 74 Aspen 6.5 173 Aspen 9.0 292 Oak, red 6.5 376 Birch, paper 27.0 475 Aspen 7.0 622 Pine, white 11.0 913 Aspen 9.5 1176 Crabapple 7.0 1284 Pine, red 6.0 75 Aspen 6.0 174 Aspen 12.0 293 Birch, paper 8.5 378 Birch, paper 11.0 477 Aspen 14.0 623 Pine, white 14.0 914 Aspen 11.5 1178 Spruce, white 6.0 1285 Pine, red 8.0 76 Aspen 7.5 175 Aspen 8.5 294 Birch, paper 7.0 381 Oak, red 10.0 478 Aspen 8.5 625 Pine, white 14.5 915 Aspen 6.5 1179 Spruce. blue 6.0 1288 Pine, red 7.0 77 Aspen 6.0 176 Aspen 10.0 295 Birch, paper 9.0 382 Ash, green 8.0 481 Aspen 8.0 626 Pine, white 11.0 916 Aspen 7.5 1180 Spruce, blue 7.0 1289 Pine, red 7.0 78 Birch, paper 6.0 177 Aspen 7.0 296 Elm, American 6.0 383 Ash, green 8.5 486 Aspen 9.0 627 Pine, white 11.0 917 Aspen 7.0 1181 Spruce, blue 7.0 1290 Pine, red 8.0 83 Birch, paper 6.5 178 Aspen 12.5 297 Elm, American 8.5 384 Oak, red 23.0 487 Aspen 7.5 628 Pine. white 13.0 918 Aspen 6.5 1184 Spruce, blue 6.0 1291 Hawthom 8.0 85 Birch, paper 8.5 180 Aspen 10.5 298 Elm, American 8.5 386 Ash, green 10.0 488 Aspen 6.0 630 Pine, white 12.0 919 Aspen 7.0 1185 Spruce, blue 6.0 1292 Pine, red 8.0 86 Birch, paper 8.5 181 Aspen 8.5 299 Ash, green 6.0 388 Elm, American 6.0 490 Oak, bur 6.0 631 Pine, white 10.0 920 Aspen 10.5 1186 Spruce. blue 6.0 1293 Pine, red 6.0 87 Ash, green 6.0 182 Aspen 7.0 300 Elm, American 7.0 389 Elm, American 12.0 491 Oak, bur 6.0 634 Pine, white 13.0 1188 Spruce, blue 6.5 1294 Pine, red 6.0 89 Birch, paper 8.5 183 Aspen 6.0 301 Elm, American 6.0 390 Boxetder 18.5 493 Aspen 8.5 635 Pine, white 7.0 1193 Spruce. blue 6.0 1295 Pine, red 6.0 90 Ash, green 6.5 184 Aspen 6.5 303 Ash, green 6.0 391 Ash, green 10.5 494 Aspen 7.5 636 Pine, white 14.0 1194 Spruce, blue 6.0 1296 Pine, red 8.5 92 Ash, green 6.0 185 Aspen 6.5 304 Elm, American 6.0 392 Ash, green 8.5 495 Aspen 6.0 637 Pine, white 9.5 1195 Spruce, white 6.0 1297 Pine, red 7.0 94 Ash, green 6.0 186 Aspen 6.5 305 Ash, green 6.5 393 Oak. red 10.0 496 Aspen 7.5 638 Pine, white 11.0 1196 Spruce, white 6.5 1298 Pine. red 8.5 95 Ash, green 6.0 187 Aspen 6.5 306 Ash, green 7.0 395 Oak, red 7.5 498 Oak, bur 10.5 639 Pine, white 10.0 1197 Spruce, white 6.0 1299 Pine, red 9.0 96 Ash, green 7.0 188 Aspen 7.0 307 Ash, green 6.0 396 Elm, American 9.0 499 Aspen 7.0 640 Pine, white 11.0 1198 Spruce, blue 6.0 1300 Pine, red 9.5 97 Birch, paper 6.0 189 Aspen 7.5 309 Ash. green 6.0 397 Birch, paper 11.0 502 Elm, American 9.0 641 Pine, white 11.0 1199 Spruce, white 6.0 1302 Pine, red 7.5 98 Birch, paper 6.5 190 Aspen 7.0 310 Oak, red 6.5 398 Ash, green 9.5 503 Oak. bur 6.0 643 Redcedar 6.0 1303 Pine, red 8.0 99 Aspen 7.0 191 Maple, red 6.0 399 Ash, green 10.0 506 Oak, bur 9.0 644 Pine, white 14.5 192 Aspen 9.0 1321 Oak. red 6.0 508 Oak, red 6.5 645 Pine, white 10.0 193 Aspen 6.5 513 Oak, bur 7.0 646 Pine, red 6.0 194 Aspen 7.5 514 Elm, American 10.5 647 Pine, red 6.5 195 Aspen 7.5 516 Elm. American 17.0 648 Elm, American 14.0 196 Aspen 8.5 519 Redcedar 8.0 197 Aspen 9.5 199 Aspen 9.5 TREES IDENTIFIED BY KUNDE CO. JAN., 2006. TREES LOCATED BY SATHRE-BERGQUIST, INC. JAN., 2006 TREES SAVED =651 TREES REMOVED =268 TOTAL TREES =919 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TREE INVENTORY MILLBROOK STILLWATER, MINNESOTA ORRIN THOMPSON HOMES, INC. DRAWN RS CHECKED RSM DATE 02101/06 SCALE AS SHOWN JOB NO. 5455-069 FILE- W:ITREE SURVEVtDW01TREE SURVEY.DWO SHEET TS7 7 SHEETS DIY P� �✓Y �.Y�[Gt/�i DATE 02/01/06 REG.NO 26147 J NM MN EN MN =II MN 90LEL0 1IW 3SYB:39A rg N g g? M 2 N m 0 AERIAL OVERLAY MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION ` a° Lito �. N SATHRE-BERGQUI ST, INC. o y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 o �Q. c�As P�Pa`a Co 0 Zco J INN � 0 0 0 m z O 2 2 c o m OOr_2N r r � ti ti N �mOC -ID jO .T1� � mn rt I D m mzmm N o Q Z 00�== 2 � m N x((nn Z m 0 Z � D m p O a O N y mOj pp- m D ! 1 D Z oo Ord z%� m r-1 N m = mrp ma -+o 2 D x m ^'A sOm ti N N < m O Nti D Z x a D mz� O�2 D N i3z O D a DCD < O (72, mz m -0N Om N> O ^' Z p am 707 mC mz 2 m O p m < xl< -- 1 An9 aNV113M NEAL AVENUE NORTH m x o 0 mT m la Eo m o N N m EXISTING CONDITIONS MILLBROOK STILLWATER, MINNESOTA U.S. HOMES CORPORATION SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 0 z 03 J DELLWOOD_ NORTH 1 a 0 (STATE HIGHWAY NO 96)— MOA DOCK SOUTH TWIN LAKE OHW 888 3 IT SHEET L1 SHEET L2 Landscape Notes Plant quantities are shown at an average of 2 5 trees per lot in the Metropolitan neighbhorhood 5 trees per lot In the Hentage neighborhood and 6 trees per lot In the Glendalough neighborhood These quantities include street trees outlot trees and intenor lot trees The developer will Install street trees and trees In outiots The remaining trees will be installed by the builder in the Metropolitan and Hentage neighborhoods and the homeowner in the Glendalough neighborhoods These drawings are for approval purposes only and not to be used for construction See engineenng drawings for grading utilities existing conditions tree removal and groundcover treatment Tree placement subject to change per utility location All ublibes to be field venfied Imgation method varies per neighborhood Metropolitan neighborhood will be collectively spray irrigated with the system maintained by the Homeowner's Association Heritage neighbhorhood will be spray irrigated with the system maintained by the Homeowner's Association In Hentage each lot will be a seperate zone and each homeowner will be Individually billed for water use Irrigation for Glendalough neighborhood will be the responsibility of the individual property owner ^ 50 0 100 200 "OO-R-T' NH 1 = 100 ^^ CO 0 tl. CO u a —D N L� CO E ^ L 06.00 Br CHECKED Br DATE. 02 01 06 PNWECT NUL Or Landscape Notes Plant quantities are shown at an average of 2 5 trees per lot in the Metropolitan nerghbhorhood 5 trees per lot in the Heritage neighborhood and 6 trees per lot in the Glendalough neighborhood These quantities include street trees outlot trees and intenor lot trees The developer will install street trees and trees in outiots The remaining trees will be installed by the builder In the Metropolitan and Heritage neighborhoods and the homeowner in the Glendalough neighborhoods These drawings are for approval purposes only and not to be used for construction See engineering drawings for grading utilities existing conditions tree removal and groundcover treatment Tree placement subject to change per utility location All utilities to be field verified Irrigation method varies per neighborhood Metropolitan neighborhood will be collectively spray imgated with the system maintained by the Homeowner's Association Heritage neighbhorhood will be spray Irrigated with the system maintained by the Homeowner s Association In Hentage each lot will be a seperate zone and each homeowner will be individually billed for water use Imgation for Glendalough neighborhood will be the responsibility of the individual property owner SHEET Lt J. COUNTY ROAD NO 64 SHEET L2 Piha Ton SOUTH TWIN LAKE OMW 888 3 FT non DOCK I �-/� fair �(\► `t ,., . �1�• ����` y� -� `� �� / i r; i/rf�".r��:�i� vim.. • ` ` N„,N \�I�� �'��■IG o:ef.� / `A�\ •' der �+r..1 � '�`��/:.�iJ���\ `S��l�"��iI��Ii ` ��� !O- y I QeL,��r'r:��c0' �. II►: j• �; I; Mid sue" •• jte i• �� %�'"��• !•�� � !!�II''41,i`i Y fl!i��ct i l it - • 4.1 w���,=n �� �• � / •� 1� iV� `tl." 1>R-� �� /•�11� ���li� ,=�T i �17w �J,r i1711"4---.:v �t1 `i.� �•i4K_oTE/ �� � C, �.41F11���11`�''''�a4� il�II��IL -r f.. �� 2`����„- � � � :�� ;mom—��•rn5��il% vj I-4m. 467 .* 1w'1:`�_'��.3.; I � �.� T������(!r `�.�_[.• if^�''.-i3�i Via\ 101 __ — 50 0 100 200 NORTH 1 = 100 DRAWN 6Y CHECKED BY DATE 02-0 06 PROJECT Hu* EMI 2 4 a a 410026 MILLBR .i-•.i . 111.•••t• • 11.a.tii;f • Metropolitan Townhouse Landscape Plan NORTH Landscape Notes Plant quantities are shown at an average of 2 5 trees per lot in the Metropolitan nelghbhorhood 5 trees per lot in the Heritage neighborhood and 6 trees per lot in the Glendalough neighborhood These quanMres include street trees outlot trees and interior lot trees The developer will install street trees and trees in outlots The remaining trees will be installed by the budder in the Metropolitan and Hentage neighborhoods and the homeowner in the Glendalough neighborhoods These drawings are for approval purposes only and not to be used for construction See engineering drawings for grading utilities existing conditions tree removal and groundcover treatment Tree placement subject to change per utility location All utilities to be field verified Imgation method vanes per neighborhood Metropolitan neighborhood will be collectively spray imgated with the system maintained by the Homeowner's Association Heritage neighbhorhood win be spray imgated with the system maintained by the Homeowner's Association In Heritage each lot will be a seperate zone and each homeowner will be Individually billed for water use Irrigation for Glendalough neighborhood will be the responsibility of the Individual property owner Hentage Landscape Plan ' I I � I I II n Glendalough Landscape Plan C3-)_ - i Glendalough Landscape Plan NORTH 1 = 20 10 0 20 t) r0 u N C f0 L21 —I T r0 IL E u L 4 413011 WIN 1331011 10-10-03 3110 w®0 alaas W 10N 'rem Bugueld eaulsfofippea O elan 01'rem II� lI ±II. n l� It Q�111171 7f=,q= �=� '' -1 i _m_iiI=I�hr!r � =ILMIL;` ,�,_ 77.=1 Ifll h 11:1111Illyr i 1_ /041 rd 13013 0111 OOtl Mil Ot 310ioMa 1001 11011A101 TAO LOON a 301000gp 1100 art 100031/10 MOmmrsami IRO NO 110100M MIL MN MOO MIO OWL fro/ MlilliTwaM01011041 1 T1M 10011 101010I01/111.1011 33111011110113300111 0101141 • 1011131113111 LOW NO MINA 011pwnv 31101m . 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