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HomeMy WebLinkAbout2007-10-10 Joint Board Packetter l n THE BIRTHPLACE OF MINNESOTA Meeting Notice Stillwater City and Town Joint Board City Council Chambers 216 North Fourth Street Stillwater MN 55082 7 p.m. Wednesday, October 10, 2007 AGENDA I. CALL TO ORDER 2. APPROVAL OF MINUTES -June 20, 2007 3. PUBLIC HEARINGS 3.01 Case No. 07-45. Final plat and final PUD approval for Liberty Village 511 Addition and a special use permit for a commercial office/retail building located at the southeast corner of County Rd 12 and 15, Outlot D, Liberty Village. Mike Waldo, Liberty Office Group, LLC, applicant. 4. OTHER BUSINESS CITY HALL: 216 NORTH FOURTH STREET • STILLWATER, MINNESOTA 55082 PHONE: 651-430-8800 • WEBSITE: wwadstillwater.mn.us Stillwater City and Town Joint Board Wednesday, June 20, 2007 Present: David Johnson and Linda Countryman, Stillwater Township, Wally Milbrandt, City of Stillwater Staff present: Stillwater Community Development Director Turnblad Chair David Johnson called the meeting to order at 7 p.m. Approvalof minutes: Mr. Milbrandt, seconded by Ms. Countryman, moved approval of the minutes of March 28, 2007. Motion passed unanimously. PUBLIC HEARINGS Case No. 0731 Preliminary plat, preliminary PUD, zoning map and text amendment, annexation, and Special Use Permit for construction of a K-12 education facility for St. Croix Preparatory Academy at 8911 and 8753 Neal Ave. N. in the AP, Agricultural Preservation District. Ken Stone, Kodet Architectural Group, applicant. Mr. Turnblad explained that St. Croix Preparatory Academy had asked that this item be withdrawn from the agenda pending an additional discussion with the City Council during the workshop session on July 3. He apologized to members of the audience present for this case, noting that the request to continue was received after the hearing notices were mailed and published. Should the plans receive a positive or neutral response from the City Council, the applicant would start anew with public hearings at the Planning Commission, he said. Hearings will be re -noticed, it was pointed out. Mr. Turnblad recommended that the Board open the public hearing and continue the hearing until July 18. Several members in the audience asked about the process. Mr. Milbrandt and Mr. Turnblad explained the process and the responsibilities of the Planning Commission. Mr. Johnson spoke to the functions of the Joint Board, which include annexation and review of plans for consistency with the Comprehensive Plan; Mr. Johnson noted that the City has the option of accepting or not accepting land for annexation in this area. Ms. Countryman encouraged neighbors to be involved in the process and be part of the solution. Mr. Johnson opened the public hearing. Mr. Milbrandt moved to continue the hearing to July 18, 2007, Ms. Countryman seconded the motion; motion passed unanimously. Case No. 07-30 Final plat and final PUD approval for 44 townhomes, Millbrook 2nd Addition, at 12427 Dellwood Road in the TH, Townhouse District. US Home Corporation, Jay Liberacki, applicant. Mr. Turnblad reviewed the request. He noted the preliminary plat was approved in two different steps, the master preliminary plat and an amendment to the townhome portion of the master plan, which was approved by both the City Council and Joint Board. He stated the conditions of approval for the final plat include all of the conditions of the master plat, all of which are met, and the conditions of the amendment for the townhomes. He stated there are two conditions related to the townhomes, one regarding the elevations of the end units and another relating to landscaping, that have been met with additional information provided by US Homes prior to the Joint Board meeting. He said approval is recommended with the 11 conditions of approval. Stillwater City and Town Joint Board Wednesday, June 20, 2007 Jay Liberacki reviewed revised elevations for the end units and the variety of elevations that are proposed to provide for a more attractive streetscape. He also provided proposed townhome landscaping plans, which include trees (evergreens) and foundation plantings, as well as street tree plantings. Mr. Johnson opened the public hearing. Ruth Bruns, 8790 Neal Ave. N., asked about the view from across South Twin Lake and how landscape plans would affect that view. Mr. Liberacki explained plans to landscape, as allowed by the Watershed District, in the back yards of lots that are adjacent to South Twin Lake and Brown's Creek. Ms. Bruns also asked about grading and height; Mr. Liberacki offered to meet with Ms. Bruns to update her on the status of the grading. Fred Bruns, 8790 Neal Ave. N., asked about silt fences on the west side of the lake and whether the fences were in the buffer area. Mr. Liberacki explained that the fences define the edge of the grading; the Watershed District will not allow grading in the buffer area, he said. No other comments were received, and the hearing was closed. It was noted that the HPC will be reviewing architectural elevations, materials and colors before final action by the City Council. Mr. Johnson said the landscape plan seems to address streetscape issues. Ms. Countryman cautioned about a new tree disease affecting ash trees. Mr. Milbrandt move approval with the 11 conditions of approval, with an additional condition that City Forester Kathy Widin be consulted regarding the proposed tree species. Ms. Countryman seconded the motion. Motion passed unanimously. Case No. 07-34 A subdivision of one lot into three lots and one outlot for the purpose of dedicating two of the lots to the Carnelian Marine Watershed District. Kathleen and Orville Johnson, applicants. Mr. Turnblad explained that the Johnsons would like to split off a portion of their property for the purpose of transferring ownership of the land to the Carnelian Marine Watershed District. He stated there will be no additional building sites created as a result of the subdivision — it will simply be a transfer of ownership to a public entity for open space purposes. Orville Johnson stated there are several easements that should be clarified. Orville Johnson also raised a question about possible future assessments to a potential buyer of the remaining homestead parcel. Mr. David Johnson noted that the property will remain in the Township. He explained that the Orville Johnsons are asking that it be clarified that the status quo is preserved and there is protection through 2015 as provided in the Orderly Annexation Agreement and the property not subject to any assessments that might be caused by any other development in the area. Mr. Milbrandt asked about the possibility of subdividing the homestead parcel in the future. Orville Johnson said he didn't think that would be possible. Mr. Turnblad said that might be possible if the lot has City water and sewer in the future. Orville Johnson pointed out that the Orderly Annexation Agreement provides for a five-year protection beyond 2015 against unrequested annexation or required sewer/water hookups. Orville Johnson asked whether there would be any way he could assure a future owner that they would have the ability to connect to City services should they desire that. Mr. David Johnson suggested that the City could say that based on current policy, if sewer and water are extended, it is policy to stub in for potential use in the future. Mr. Milbrandt agreed that would be a fair statement. Mr. Milbrandt asked whether Stillwater City and Town Joint Board Wednesday, June 20, 2007 there would be enough of an easement for future road improvements; Mr. Turnblad said Engineer Sanders is comfortable with the amount of the easement. Mr. Milbrandt asked whether there would be any guarantee that the land being given to the Watershed District would remain open space. Orville Johnson said that is their intention. A representative from the Watershed District stated the District generally doesn't accept properties that would have to be maintained; the intention for this property, he said, is to keep it as is for storm water control and to retain the buffer strip along the lake for water quality purposes. Mr. Johnson opened the public hearing. Fred Bruns, 8790 Neal Ave., asked about the Watershed District's responsibility for the property once the ownership is exchanged, noting there is a lot of trash dumped in the area. The Watershed District spokesperson stated its responsibility would be the same as any property owner to prevent trespassing and unsightly messes. Mr. Bruns asked about signage. The Watershed spokesperson said that would seem to be a good approach. Ms. Countryman stated she would like to see whatever signage is placed on the property emphasize the pristine nature of the area. No other comments were received, and the hearing was closed. Mr. Milbrandt moved approval with the three conditions and the additional language that parcel 1 shall retain all of its Orderly Annexation Agreement rights and protections that it enjoys at this date. Orville Johnson asked about language pertaining to the stubs for water and sewer service. Mr. Milbrandt noted that the minutes would reflect as stated by Dave Johnson that it is current City policy that as improvements are made, the City stubs in for logical, future development. Ms. Countryman seconded Mr. Milbrandt's motion; motion passed unanimously. OTHER BUSINESS Mr. Turnblad updated the Board on the Comprehensive Plan process. He stated the process is well into the neighborhood visioning segment of the project. He said he thought things are going quite well, although he did express a concern that they are not getting as many people in the targeted populations attending the meetings to comment as hoped. A report on the expansion area building permits was included in the agenda packet, Mr. Johnson noted. Ms. Countryman, seconded by Mr. Milbrandt, moved to adjourn at 8:20 p.m. Respectfully submitted, Sharon Baker Recording Secretary ate.. U i e r H P A C i. a r M N u r S u 1 n Joint Planning Board DATE: September 12, 2007 CASE NO.: 07-45 APPLICANT: Dave Hempel, CPDC J. Michael Waldo, Liberty Office Group, LLC REQUESTS: 1. Final Plat 2. Final PUD Site Plan 3. Special Use Permit for a 7,327 square foot multi -tenant building with possible restaurant, retail, and office uses. LOCATION: Outlot D of Liberty Village COMPREHENSIVE PLAN DISTRICT: CN- Neighborhood Commercial ZONING: JPB DATE: REVIEWERS: PREPARED BY: DISCUSSION VC - Village Commercial September 19, 2007 Police Chief, Fire Marshall, Public Works Director, Community Development Director Michel Pogge, City Planner ryI The applicants are proposing to develop Outlot D Block 1 of Liberty Village into a multi -tenant building with possible restaurant, retail, and office uses. The site is located north of the Heritage Park tennis courts, east of New England Place, and south of Settlers Way. The project involves the construction of a building that includes 3,540 square feet on the first floor and 3,781 square feet on the second floor for a total of 7,327 square feet of leased space. The building will be woad frame with a basement for mechanical equipment and tenant storage. The site will include a 25 space parking lot with driveway connection to the Settlers Way. As part of the Liberty Village PUD there are 12 on street parking spaces assigned to this site for a total of 37 spaces. Outlot D of Liberty Village Page 2 SPECIFIC REQUEST In order to develop the property as proposed, the applicants have requested the following: 1. Approval of a final plat replating Outlot D of Liberty Village into Liberty Village 5f Addition; 2. Approval of Final PUD plans for Lot 1, Block 1 of Liberty Village 5th Addition; and 3. Approval of a special use permit for a multi -tenant building to include restaurant, retail and office uses on Lot 1, Block 1 of Liberty Village 511i Addition. As setout in the Orderly Annexation Agreement, the Joint Planning Board is charged with reviewing and commenting on the consistency of any development application with the City's Comprehensive Plan and Orderly Annexation Agreement. This application is being presented to you now for this review and comment. EVALUATION OF REQUEST I. FINAL PLAT AND FINAL PLANNED UNIT DEVELOPMENT The final plat and final PUD plans will be reviewed together in this section of the report. A. Bulk Regulations BLJildi 7 1"�t'I Tllt The maximum height of principal structures is 35 feet and 2 stories. The proposed building is a two story builing with a height of 34.5 feet. Lot size and width In the VC Zoning District, the minimum lot area must be at least 10,000 square feet, which Lot 1 meets. Building Setbacks The VC Zoning District requires a front yard setback of 50 feet and rear yard setback of 25 feet, when a property is not part of a PUD. In this case the property is in a PUD and subject to the PUD requirements. The approved concept PUD shows a building setback 10 feet from New England Place and 10 feet from Settlers Way.' The proposed building shows a building setback of 10 feet from New England Place and 11.4 feet from Settlers Way. Measured from the edge of building to the property line/right-of-way line. Outlot D of Liberty Village Page 3 B. Building Design The Village Commercial area is required to follow the design guidelines setout in the orderly annexation agreement. The buildings are to create high-quality country village consisting of country store with fuel, country school (daycare) and other village scale professional services. The buildings shall have a related though not identical village residential character. There are several items the guidelines require review on including the following: Architectural S le: ➢ The proposed building is a modified cross gable roof which is a preferred roof type in the development. ➢ The building carries many features of an American Georgian style building which falls in the New England class of architecture. This style of architecture is seen throughout the residential portion of the Liberty development and should relate well to them. Materials: ➢ The applicant has verbally confirmed that the siding will be a four - inch lap style painted fiber -cement board (hardiplank). Architectural asphalt shingles will be used on the roof. Since the materials are not specifically called out staff has included this as a condition of approval. Building -Design: ➢ The building is custom to this site and is not anticipated to be duplicated elsewhere. The HPC reviewed the design review application and approved it, with conditions, at their September 5, 2007 meeting. C, Consistency with the Preliminary Plat and Preliminary PUD The proposed plans show the site following the general building, parking, and circulation pattern developed for the Preliminary Plat and Preliminary PUD. Outlot D of Liberty Village Page 4 II. SPECIAL USE PERMIT A. Use Determination All uses within the VC Zoning District are allowed only with a Special Use Permit. The uses in the district generally allowed are convenience shopping and personal service uses. This would be the third multi -tenant building to be located in the Liberty development. The proposed uses include a mix of retail, office and restaurant. These uses are all listed as uses permitted with a Special Use Permit. The anticipated business mix will be similar to those currently developed in the Liberty development. B. Special Use Permit required findings A special use permit applicant may be granted only when all of the following conditions are satisfied2: 1. The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations. The comprehensive plan allows neighborhood uses similar to the proposed uses. The property is in the Village Commercial district in the Liberty development. The design of the building was reviewed and approved by the HPC on September 5, 2007 for meeting the requirements of the Country Village design guidelines found in the City Code.3 The proposed site plan and final plat are consistent with the approved preliminary PUD plan. 2. Any additional conditions necessary for the public interest have been imposed. The Heritage Preservation Commission (HPC) reviewed a design review application for the addition on September 5, 2007. The HPC approved the application with the conditions in this report. The public interest will be satisfied with these conditions. 2 City Code 3 1 -1 Subd. 30(1)d. 3 City Code 31-1 Subd. 23.1(4) Outlot D of Liberty Village Page 5 3. The use or structure will not constitute a nuisance or be detrimental to the public welfare of the community. Vehicular circulation on the site was planned with the concept PUD and this application is substantially similar to that planned pattern. Substantial landscaping is planned on the site. The drive lanes and traffic flow is logical as proposed. The proposed use should not constitute a nuisance to the public welfare of the community. STAFF FINDINGS The proposed uses are allowed with a special use permit. Staff does not believe that the uses will be injurious to the neighborhood or otherwise detrimental to the public welfare and will be in harmony with the general purpose of the zoning ordinance. The proposed Final Plat and Final PUD Plan meet the City's requirements and should be recommended for approval to the City Council. ACTION BY THE HERITAGE PRESERVATION COMMISSION The Heritage Preservation Commission (HPC) reviewed a design review application for the addition on September 6, 2007. The HPC approved the application with the conditions listed below. ACTION BY THE CITY OF STILLWATER PLANNING COMMISSION The City Planning Commission (CPC) reviewed and approved the special use permit on September 10, 2007. The CPC recommended that the City Council approve the Final PUD Site Plan and Final Plat for application on September 10, 2007 with the conditions listed below. STAFF RECOMMENDATION That the Joint Planning Board review and provide comment on the proposed development application as required by the Orderly Annexation Agreement. ILLWATER CITY PLANNING COMMISSION'S CONDITIONS FOR APPROVAL 1. The project construction shall be in compliance with the plan set stamped August 17, 2007, which is on file in the Community Development Department. The parking layout and easements shall follow Exhibit "A" that is stamped August 30/2007. 2. All minor modifications to the Design Review Permit shall be approved in advance by the Community Development Director. All major modifications shall be approved in advance by the HPC. Determination of the distinction between "major" and "minor" shall rest with the City Administrator. 3. Outside garbage bins shall be stored in the trash enclosure. The trash enclosure plans shall be submitted with the building permit plans for the Community Development Director approval. Outlot D of Liberty Village Page 6 4. The siding shall be a four -inch lap style painted fiber -cement board (hardiplank). Architectural asphalt shingles shall be used on the roof. 5. All utilities shall be completely screened from public view. 6. A lighting plan showing the fixture type, height, location and exterior lighting intensity shall be submitted with the building permit plans for the Community Development Director approval. All lighting shall be directed away from the street and adjacent properties. Light sources shall be shielded from direct view and protected from damage by vehicles. 7. The applicant shall submit an exterior vent and mechanical plan showing the location of all exterior mechanical elements (including but not limited to vents and air conditioner units) for review and approval by the Community Development Director prior to the issuance of a building permit. No roof vents or other building penetrations that are not shown on the elevations shall be installed without review and approval by the Community Development Director. 8. All landscaping shall be installed before utility release or final project inspection. 9. Continuous concrete curbing shall be installed to separate parking areas from landscape areas. 10. Handicapped parking spaces and signage, in compliance with State requirements, shall be shown on building permit plans and installed before final inspection of the project. 11. The street address of the building shall be displayed in a location conspicuous from the public street. 12. All gutters, downspouts, flashings, etc. shall be painted to match the color of the adjacent surface. 13. Construction projects shall conform to the City's Noise ordinance. Construction during the dry season shall mitigate excess dust problems. 14. Any exterior mechanical units shall meet the design standards found in the West Stillwater Business Park Plan. The location and screening of the equipment shall be reviewed and found acceptable by the Community Development Director prior to issuance of a building permit. 15. No roof equipment shall be visible to the general public. 16. The applicant shall receive approval on the final plat and special use permit from the City Council prior to the issuance of a building permit. 17. The windows shall be six over six. The awning shall be cloth. There shall be no corner board used on the building. A sign and lighting plan be submitted for review and approval. 18. Based on available parking the site shall have no more than 1831 square feet of restaurant or retail space, an additional 1715 square feet of retail space (not restaurant), and 3781 square feet of office space. Attachments; Applicant's Form, Applicant's Letter and Project Narrative, Subdivision Plat, Site Plan, and Building Elevations PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Case No: D' Date Filed: Fee Paid: Receipt No.: ACTION REQUESTED x Special/Conditional Use Permit Variance Resubdivision 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 for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (i 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 q Address of Project d V Assessor's Parcel No. 306 �'�W Zoning District —V(-- (GEO Code) Description of Project �. "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 I will comply with the permit if it is granted and used. " P-LDre ��a , t G G Property Owner G P p G Representative k,.L F- f Wct,1®a Mailing Address 3 ° 3 o %�Qr, City -State -Zip_ , A N S S 113 Telephone No. I; S / - SSC , Ysas Signature nature is required) Mailing Address t' 1<1 U/41cvllv� letwlt— City - State - Zip I� [��,Q. W T �( yba �. Telephone No. a " 3 S D) Signature (Signature is required) SITE AND PROJECT DESCRIPTION Lot Size (dimensions) x Total Building floor area 5700 square feet Land Area • Sc�� _ Existing square feet Height of Buildings: Stories Fe t Proposed . 5do square feet Principal 3 Paved Impervious Area _I L6S'square feet Accessory -- `— No. of off-street parking spaces 1� 5 August 17, 2007 Mr. Mike Pogge City Planner City of Stillwater 216 North Fourth Street Stillwater, MN 55082 RE: Final Plat Application for Liberty Village 5h Addition Dear Mr. Pogge; On behalf of Liberty Office Group, LLC, we appreciate your review of the following submitted items for completeness and consideration by the City. Enclosed are the following documents for city consideration which contain 5 full size sets, 30 sets of 11" x 17" reductions, CD of plan and 8Y2 x 11" reduced paper. 1. Final plat for Liberty village 5t` Addition. 2. Grading and Drainage plan of Liberty Retail Area and erosion control plan 3. Sheet 3 — As build Sanitary Sewer and Water plan for Liberty Retail Area 4. Sheet 4 — As build Storm Sewer and Street plan for liberty Retail Area 5. Overall Landscape plan for Liberty Village 6. Site Plan 7. Building Plans In addition, I have enclosed the following items: 1. Signed Pre -application form 2. Signed Special Use permit Application along with check in the amount of $500.00 3. Signed Final Plat Application along with check in the amount of $500.00 4. Project Narrative dated August 17, 2007. 5. Copy of Washington Co Property and Tax Information 6. Copy of Title Commitment dated July 10, 2007 7. Building Exterior color selections I will have the color elevations for the HPC meeting to you next week. We look forward to reviewing this project with you at the HPC meeting on September 5, Planning Commission meeting on September 10 and City Council meeting on October 2, 2007 Sincerely J. Michael Waldo Partner Liberty Office Group, LLC encls PA SUBDIVISION CODE OF THE CITY OF STILLWATER PREAPPLICATION FORM § 32-1 (1) Name: L CtIYt'[� I t�tyt I L G G/b �UaJYJ�/ Address: IF' lv�' S yoa� Telephone: (W) {D) (2) Name of proposed development: L V tk G4 Number of lots: L (3) Legal description: U Size of property in acres: 5 d 7 d,4,,¢•_ (4) Current use of property: atm it Proposed use of property: O Current zoning of property: Proposed zoning of property: Natural resources located on property: Historic resources located on property: lV d /Y e- (5) (5) Submittal requirements: Sketch plan (SP) Applicant's signature Date—_.o ' 1 7.0 7 0,11 ME% MAN CD32:35 § 32-1 FPA (1) APPLICANT Name: Company: Address: STILLWATER CODE FINAL PLAT APPLICATION 0 '-7- C/-�t�� City: -R-"— State: L) T Zip Code:- O a } Telephone: (W) A'95? -�str�Ax)_. (H) (v a -�4 -3 (2) PROPERTY FEE OWNER 71 S Name: Company: 10 3o Address: City: State: _/ 1 Zip Code: J0 3, Telephone: (W} — (FAX:) (H) 41a? ' o� O • ?8a.� � �?A, � f��""%" ' (3) SURVEYOR 6 1-:5'5 6- ySa S Name: Company: Address: 7 q� City: ? � , - Stater Zip Code: S�3 Telephone:(W) (FAX �Sa I!3 2 - �S a ;L ,s� (4) Property location: S E Com., . - G' lea I ,2 `t i .� Legal description: O,A,�,, O� (5) Name of development: Number of lots: Current land use: Proposed land use: Current zoning: Proposed zoning: A24 Anticipated project completion: (6) SUBMITTAL REQUIREMENTS: (Five copies and one reduced 81/2 inches x 11 inches) Final plat (F) Electronic FP Format Tree preservation and landscaping plan (TLP) Street and utility plan (SUP) Grading, drainage, stormwater and wetlands plan (GDSWP) Other information (OI) 81/2 -inch x 11 -inch transparency CD32:38 SUBDIVISION CODE OF THE CITY OF STILLWATER § 32-1 I hereby apply for the above consideration and declare that the information and materials submitted with this application are complete and accurate per city requirements. I understand that the application will be processed when it has been found to be complete and adequate by the community development director. Property fee owner(s) signature(s): Applicant(s) signature(s): Date: + �I I � 0 7 PLEASE NOTE: If property fee owner is not the applicant, the applicant must provide written authorization by property fee owner in order to make application. (Ord. No. 837, 2-18-97) CD32:39 E t rrr r � r \ r \ r ^\ Z "-,, I September 5, 2007 PROJECT NARRATIVE "Liberty Village 51h Addition" Stillwater, Minnesota L GENERAL INFORMATION FOR FINAL PLAT APPLICATION PROJECT NAME Liberty Village 4t" Addition REQUESTED ACTIONS • Final Plat Approval for the creation of 1 commercial/office/ restaurant/retail lot from Outlot D, Liberty Village. • Special Use Permit/Site Plan Approval for Lot 1, Block 1, Liberty Village 5th Addition APPLICANT Liberty Office Group, LLC Mike Waldo Member/Partner 1859 Wisconsin Street River Fall's, WI 54022 612-889-3522 Fax 715-425-2144 mwaldo@kmdcinv.com OWNER Contractor Property Developers Co. (CPDC) David Hempel Vice President of Land Development 3030 Centre Pointe Dr, Suite 800 Roseville, MN 55113 651-556-4525 Fax 651-556-4545 dhenl elf c ciclncl,cont SITE PLANNER SURVEYOR AND ENGINEER Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 952-937-5150 Fax: 952-937-5822 Contact: John Becker Objective Subdivision of Outlot D, Liberty Village, into One Commercial/Office/ Restaurant /Retail Lot for a proposed Office/ Restaurant/Retail Building. DEVELOPMENT DATA LEGAL DESCRIPTION Outlot D, Liberty Village, Washington County, Minnesota. Existin. Zonin The property is preliminary platted as Planned Unit Development (PUD) Village Commercial (VC) Existing use Vacant lot, previously graded with Liberty Village 1ST Addition. Provosed Development The project proposes to subdivide Outlot D, Liberty Village into one lot. The platted lot is designated for a proposed Office/Restaurant/Retail Building Lot Area Lot 1, Block 1 0.507 Acres II. BACKGROUND When the Liberty on Long Lake was approved in 1996, this site was set aside for a neighborhood commercial development. Design of the commercial development was a primary concern for the site as it relates to the surrounding residences and its appearance from Co Rd 12 & 15. Special Village Commercial design guidelines were approved for the development. In early 2003 this site received Preliminary Plat approval and rezoned to Village Commercial PUD for 9 lots, 8 commercial and one outlot. Since then there has been 4 final plat phases which included the developments of Kwik Trip, Retail/office space, First Bank and Trust, American Classic Homes office site and Rivertown Vet Clinic. The public street, drainage and utility improvements to serve this site as well as the remaining undeveloped sites in Liberty Village have been installed and accepted by the city. No additional public improvements will be needed with this development. The proposed use as a Office/ Restaurant/Retail Building is a very neighborhood orientated use and is permitted under the Village Commercial zoning regulations and has been the planned use of this lot since the beginning. INVENTORY Existin Ladd Use/Zoning The site is currently platted as Outlot D, Liberty Village and is zoned Village Commercial PUD. Surrounding Land Use Specific land uses adjacent the sites are as follows: • Property south of the site is a city park with existing single family and town home residences just beyond the park. • To the north' of the site is Co. Rd 12 with open space/wetland. The city's Land Use Plan designates this area as rural large lot residential. • Property to the west is American Classic Homes with vacant retail/commercial site. Tree Inventory The site is void of trees. Wetlands There are no wetlands on the development site. FEMA The development is not located within a flood plain. III. DESCRIPTION OF PROPOSED SUBDIVISION Architecture As is with all residential and commercial buildings in Liberty each building plan is subject to review and approval by the Architectural Review Committee (ARC) prior to constructing. The ARC implements design guidelines and architectural features suggested in the PUD Standards to embrace traditional neighborhood and retail design when and where applicable. The ARC has reviewed and is in the process of approving the building plans submitted for the Office/Restaurant/Retail Building. The building plans have reviewed and approved by the Kroening's the former owners of the property. Circulation[ Roads/Traffic Analysis The existing street layout for the Liberty Village has been constructed in general conformance with the approved preliminary and final plat which provide for multiple access points for better distribution of traffic to and from the sites and provide on street parking. A retail association was developed to address maintenance issues in and around the buildings and the parking lots. Shared parking and cross access and maintenance easements agreements will be prepared and recorded against the benefiting parcels. 5 foot wide concrete sidewalks exist along both sides of Settlers Way and New England Place, which will provide pedestrian access to and from site as well as adjacent parcels. Grading and Drainage The site was previously "rough graded" in accordance with the approved grading plans for the Liberty Village 1 st Addition. The project will require only minor "final "site grading to construct the building pad and parking lot. A storm sewer pipe collection system has been designed and installed to accommodate the runoff from the site. These improvements were installed with the initial Liberty Village Addition. An additional storm sewer pipe will be run from the corner of the parking lot along the south side of the building, this will allow for the runoff from the parking lot to be collected and sent directly into the Storm Sewer system instead of into the street as originally planned. Storm water runoff generated from the site will be conveyed via pipe to the on site storm water pond, west of the site. This pond was previously designed and constructed for all of Liberty Village to address development storm water treatment and rate control. Drainage and utility easements are dedicated on the final plat, over the public storm sewer and ponding system. Utilities Municipal sanitary sewer and water service has been stubbed into the lot from New England Place. Monuments No monument signs are proposed with this application. Individual signage plan will be addressed under the Special Use Permit application. Landscal2ing, Street LiE!hting and Mail Boxes The Landscaping plan has been designed and will be installed in general accordance with the PUD Preliminary plat standards or city's ordinances. Street lights are already provided along New England Place. Parking lot lights are proposed in conjunction with the Special Use Permit Application. Mail service will be provided in accordance with postal regulations. Park Dedication Park dedication for all of Liberty has been met in accordance with city requirements. No additional park dedication is proposed or required. We are please to present this project to the city for consideration and look forward to future presentations. If you have any questions please feel free to contact anyone on the development team. Thank you for your consideration. LIBERTY VIL L A CSE 5TH A DDI TION KNOW ALL PERSONS BY TlefSE PRESENTS Thal Lbnlrecfar Prnpdry D.Wdpwa Company, a Mane so to corporation. fee owner, AN-- Bonk, a Mina -1. banking corporafidn, mortgagee, nT the fa Ae.M.p de o,&,4 0 -Moly shoated in the Cp ty al MhYrF - 51eLe of Minnesolo, to wit: OWIal 0, LIBERTY WLLAGE according la the recorded plot thereof, Washington Caunly, Minnesola / 111 I ipIr-D)TJ/ I/// / A/1r- �L)� A/-1 rl ITI/lhl t�. L_I\I VIL. L.i117 L_ /A rLJ IJI/Itr//V ' I 1 r If o I ra ts�e Ls'" R -i 31 00 Rae430.00 t,J5.j6 / 4--12033 49" L--94-29 _' 9 0A BLOCK 1 t t y• Drainage & Utility---.- / ,ea _.� �• OWIal 0, LIBERTY WLLAGE according la the recorded plot thereof, Washington Caunly, Minnesola I Hare caused the same to be surveyed and plotted as L/BERIY WLLAGE 5TH ADDITION, and do hereby donate and dedicate to the pub/lc for pub/k use fore— the easements —.led by this pbf Iw drainage and utility purposes only. / /'� r -L) T\ / I // l / A /� r- ATI I - r-1 /-1 f I I n A / L.l ��l_l \ I I V I L. L-1-1 17 L_ 'Y l �� rILI LJI I ll// V In wifness +hereof said Canfradsd Properly Oenelopers Company, a Minnesota corporation, hos caused these presenls la be signed by its proper o//icer this ____ day of T I I CONTRACTOR PROPERTY DEWLOPERS COMPANY r� T A n � � / V By III, Presitlent I I Hamer H. Tompkins 38.19 •i. D t'5 'f The foregoing instrument was orknow/edged War, me this day of ZOO_, by Home- H. Tampk/ns Ill Presideal of Contractor Property "Mm4aper9 Company, a Minnesota corporafton, on behalf o/ the coMo,atlon / 111 I ipIr-D)TJ/ I/// / A/1r- �L)� A/-1 rl ITI/lhl t�. L_I\I VIL. L.i117 L_ /A rLJ IJI/Itr//V ' I 1 r If o I ra ts�e Ls'" R -i 31 00 Rae430.00 t,J5.j6 / 4--12033 49" L--94-29 _' 9 0A BLOCK 1 t t y• Drainage & Utility---.- / ,ea _.� �• Eaemenl 38.19 •i. D t'5 'f "O 1 50 r r` The orientation of this bearing system is based on the southwesterly line of Ou Uot D. LIBERTY VILLAGE which 1's assumed to bear N 43a49'J6" W. o Denotes 112 Inch by 14 inch arae monrammf set and marked by tkmoe No. 23021 • Denotes 1/2 inch by 14 inch iron monument found and marked by License Na 12043 BY A.. By -�- Notary Pablic,_ - - ---- County, Minnesota My Commission E+pirss ______—_—_—_—___— _—_ In wifness whereaf sold Alflonce Bank, o Minnesota banking corporation, has caused These presents fa be signed by its prope, o//icer this day or . 100_. ALLIANCE BANK STATE OF MINNESOTA COI.NTY OF The foregoing insfromenI ... acknowledged be/we no this day of 200— Bonk, o Minnesola banking carporalien, an behalf of the corp—Har, of Alliance J- By 80 BY- Nofary Paola, _ Counfy, Minnesolo A' My Commission EVines Terser -41, that l here sur "er w+d d Ire# er do -61 -, suPa+rsed the MAsey and plat peM. of sibs pr party de5r .d as Riis phel ee fdLIRTY MLiACE _iRf AOt91NRL that Ihre plat is *ct ,W—Wk. Wk. o/ it ywndgy ew..x that ell zh—lre data sad IabeTs are hy desLg sah.Yl an Inv dot that a m.momsnfs dpkled m the Plal hew bsas w eerrtl! care Br sat with year m d>qc` afsaf o7 fib. plat; Cher a wofsr De.ssdedes end •s1 W11 ae dhMsd k+ M% `+0587, %Led. ! rdolL+q es o1 Nor Nle of his certlrKafwn ore shown and labeled on the plot; and that d/ public vat's ore shaven and Tab Ned on the plat. 20 0 20 40 60 Stole in feet 5cole: 1 inch = 20 feet STATE OF MINNESOTA COUNTY OF —_ The foregoing Sur =)ors Cwlir—le was oN Iedged before me this License No. 23021. NY Uofg W. Marse. Land Suneynr Minnesola License No. 23021 day o/ 20 , by Craig W. Masse. Land Surwyor, Min nesofo BY By — Notwy Public,. Coonfy, Minnesola My C—mission EViras 07Y OF STILL WATER, MINNESOTA App—of by the Planning Cammtsston of the City of 51Mlwa1er, Aflnnesola, this _ By Chau-__ This plot was appy .d by the City round% of the Gly a7 St%Iwaler, Mimeaefa, this requiremeils as W fprlh in Minnesofo Statute; $wttdn 505.0J, Subdhiskr, 2. By _ day al . 20 By Senefary -- -___ day of _--- _-------- 10___, and hereby cerfiree compliance with all By COUNTY SURWYOR Pursuant to Chople, 820, Laws o/ Minnesota. 1971, this plat has been wprowd this day o/ . 200 By 8y Washington County Surwyvr COUNTY` U01T (TREASURER There d40,qusal foxes, the current loxes due and payable for the year 212 have been paid, and transfer has been entered this _ day of 8 7 By______________ Bbshingfon County AudiiGoreosurar Deputy COUNTY RECORBER Oaaantear NM bar 1 hereby cadily that this ih,frua,erl as tied in the office of the County Recorder far record an the day a/ was duly recorded in Washington County retards By ___--__ By 'RtlYVif/fon coon It' lwraardee ` 6eputy 20 . 200_ of o'clock _M, and Westwood Professional Services, Inc. _- ,Y , ' _ _ .• ., Sheet 1 of I sheets C 1 02007 Westwood Professional Services, Inc. Final PUD Plans for Liberty Village 5th Addition Stillwater, MN Prepared for: Liberty Office Group, LLC 1859 Wisconsin St. River Falls, WI 54022 Contact: Mike Waldo Phone: 612-889-3522 Fax: 715-425-2144 Prepared by: W vvettwoad Prefaflanal SarInc - 7699 In 7699 Anagram Drive Eden Praida, MN 55341 PHONE 952-937-5150 FAX 952-937.5!21 TOLLFREE 14!6&937-5150 YV@StVYood wwW.7"wood""com Project number: 2007-1110 Contoct:John Becker, P.E. Vicinity Map SITE (Not to Scale) Final PUD Plans for Liberty Village 5th Addition st JwAter, MN Date 06/D9/07 Sheet 1 of 7 Coll 46 Hours before digging: GOPHER STATE ONE CALL w z _Fr %r Ir 'Twfn City Area 651-454-9Q02r -f .+. ! , I Mn. Toll Free 1-600-252-1166 � FU,J`I _.y. J A_..•�,.�-... A V I I _ I `-- 'Y i f I H(\1 i � ^° �` -- LEGEND Rte..- - -` rr .� ,__ .-.. -- -_- __ ,_... __ __ ,-.- --! r ji i IP ,,1•- '1?C%.`-i^iAJL._.�� r�/' r✓r �I� BU5N/SHRUB STORM MANHOLE / ` L-'E L_ E ( I 11 A f1 11 T'I U NSf ; � d CONIFEROUS TREE © TELEPHONE BOX %� i( N L.1 -r1 U �+ I r f t DECIDUOUS TREE TELEPHONE MANHOLE / 11 �� ;1 ,�L-• tY ,IIIA _ __ _ _-__._- ,1 ��...•� rrr%`r fJ / WETLAND ® TRAFFIC CONTROL BOX e- STfELIM>00 POST ® NAND HOLE IR F 1 �4_-W�at-___ /' SIGN-TRAFFIC/O MER TRAFFIC LIGHT JIl I A /Nr C1 rl A rl rl l-rl /'l A l _ /� L-IL7'C=• r. ! V L. L.rl 1 JL_ Til \U �IL1lJI 11 M4 �' rwi'=•-� y l ,✓' j /r '�� i SIGN-TRAFFIC/OMER ca GATE VALVE f 1 r i 1 J ti.� ;,.•5�'� 1 'xp � _ -` -q' � � ----------------- ----------------- _.-�- � / / � ® MAIC BOX HYDRANT HANDICAPPED STALL d WATER METER _ iF O PERC TEST � m F � r ❑s CURB STOP BOX _��S E MONITORING XELL ® WATER MANHOLE yr CAB E TV �Ij' i / f L.TJ' 1 ftM••_�, i' I r ,\ y{' r 1+ ��r ' 1 ® GASLMETER OX O WELL r'15 —crv— CABLE TV n / s a��(1w 0 < �-� 3 I i t STREET OTE —ws— CAS LINE -3'48-y4.29 R-430.00 � �. 1.�I�' i 8 V I •' 1 cuYWLRE —— POWER OVERHEAD r 1' �« f 1 I -_ J + POKER POLE —n.� POWER UNDERGROUND 3 ELECTRIC BOX J I f —s�a� SANITARY SEWER + 1 Q 1:. f_ %`� ,, �, , � ``� �\+. ♦ r �fr ar/ �. - / ♦ f 1�r� ` �. �i � .� � ®®Is€7 ELECTRIC METER -- STORM SEW ER 114 zz.h ELECTRIC MANHOLE TELEPHONE OI ERNEAO Ilk It ` ` ELECTRIC TOWFR —TELEPHONE UNDERGROUND SANTARY MANHOLE WA TERMAIN SEWER CLEANOUT —fENCE LINE22,\p91.44 sf `, + � / %f `•''+J T ` t BEEHIVE CATCH BASIN 0. 507 o C /{f/f 1 \ ® 1J-.11.T DECIDUOUS TREE LINE .�'' ,�.��+. rvA. , 1 \ iii 'ia I'y5 \ ® CATCH BASIN V/ i �� \ \ •� CONIFEROUS TREE LINE r N FLARED END SECTION \\ CURB & GUT/ER I CONCRETE SURFACE R/NMINWS SURFACE EXISTING D&U \ g . y7 EASEMENT '}- - s ' r' � lrL�arhr ecr�di�n /I l I A /, r_- � .. .."• " \, �r = i ` � ` `;� �, artavr C7 1 Y V$L14d;. accxdm m EM reep drd 01vf V fAerWt, I L. L_�1 l7 4 \. ` + �i ' ' ` � !� � �� "�.�� /fid' \ t�..` --'- •_� +- '� `-•e. _. ..-� . � r r tip\ fix. ! ,,�'�� ,� /' , � ' �•, , � � 920- 00 20— i - 0' 20' 40' 60' Li �rt 20071110E %FO1.tlxp y 08/09/07 sh. t 2 of 7 w w" *we phl.S"Ift" Village 5th Liberty Office Group, LLC Existing Addition Conditions tcuenn 1a�►p73ti� RVVOO�I wwwM..eN,,yi,,,, U91/fl9/bl� ursri't J {_` 1x59 WlaovLssia st o...._ x .. w.. Rivv J,. W. Wi 51b22 r ^.. .. $HU w er, MN —x_ � / ,�� �, 1111 � t 'S+ � � w�- � Y� -0- & Ittavtr al mIU ------------------- -101 J S ---------- ------------------------- - ------------------------ ------- ------------------ -------------------------- T- Existing StdewJlk 1< prop —d 5' Sid—lk 90 E.islmg Tra IRA: 40 ARCA or rxsnw WALK 10 OE . AIAYCOO AV WW V to EMOW0 . REJNACj PRO"Psm -WEWALK ------ wsm—d 700h*h" m 5.. iiDn �= Liberty Office Group, D. 08/09/07- W" N. M" WWmwin A River J?W1m M 5021 9 to the recorded plat Mwout, Washington 000,IA A0moso'lo ft ed fteeEk Deect tffM t0l ) ®10th 1, CUESFY WtA(41. accerdbrpC IQ th. ,Vcorded &f 1hareof, w05hkygt** Cov.fy. WArrusafo. Noligs: –Thff 101 46jnenSjon—s and o,"s or, f �fhi.,— '9 pre 47pprOXI-010, R@Jef to the F&,& ptal and _2 fog data or exact fol d;mn"jon' and "'. 0�*"' LLC Village 5th Addition Stillwater, MN - 01 20' 40' 60' 2071110SPFOI.dwq Datc 08/09/07 Sh-t 3 OF 7 Site Plan I l P+] r ` 41 41 r C7 i DENOTES SOIL BORING 1 *\ f \ DENOTES SILT FENCE I■e11 i14w■t +�+' 1 N m "" - 980-•• -• DENOTES EXISTING CONTOURS it I I'r I+; � r ^• DENOTES EXISTING TREE LINE rYYYY.Y'V DENOTES APPROXIMATE TREE �51111w-l-MN REMOVAL LIMITS ■ 056.3 �s + DENOTES PROPOSED SPOT ELEVATION 9 7 N N f.a - "? N Z --1,0% 10 O 2.0% 2.11 FFE - 911.8 BEE- 9028 ARE= 4 STEPS RE= Call 48 Hours before digging: y�-�I� / GOPHER STATE ONE CALL TI 1t y' S -------------- -�./' ;+ f'+,'I Twin City Area 651-454-D002 �j a GENBRAL GRADING & EROSION CONTROL NOM Mn, Toll Free 1-800-252-11613 II m i7 {il i , ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/CUTTER GRADES UNLESS Oil j I w ° -- ----- �.._....1�..;1 r - OTHERWISE NOTED. ' rII REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. (D — — - `'frr THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND -_-_ __„___ 4 — _ ,_ _ ti� ;' f TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE ' ry + CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS ----------------------- _ .- \ ,•.�-"'_°"-^_""-__-_.. " FROM THE PLAN. J+t I/ THE CONTRACTOR IS TO CONTACT GOPHER STATE -ONE CALL' FOR UTILITY LOCATIONS 651-454-0002. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY \ 41a3` EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL MASLE TURF OR GROUND COVER HAS CO ti BEEN ESTABLISHED. IT IS OF EXTREME IMPORTANCE TO . 2,007 t N y�-i1' WITH RESPECT TO EROSION CONTROL, BE AWARE OF CURRENT FiELO CONDITIONS 1 1 N �.� i ; • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCL.UI}INO THE DRAINAGE BREAK7+I9 i NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT REQUIREMENTS. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH - + WORKING DAY. A ROCX -ENTRANCE TO THE SITE MUST BE PROVIOED ACCORDING TO DETAILS TO >I •_ REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. i C) PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING r ° 1 OLCI SHALL BE CONCURRENT WITH EARTHWORK ON SITE. �-r r Co M 11 HAULING HOURS MUST BE CONFIRMED WITH HE CITY PRIOR TO BEGINNING WORK. ,I 4 '�� _�/ SEED AND MULCH OR PLACE SOD ON ALL DISTURBED AREAS WITHIN IN THE FOLLOWITIME FRAMES: f/J rte✓ •' . ♦ ` 1 J •LT �,�+ ., \ — SLOPES GREATER THAN 3:1 — WITHIN 7 DAYS 1. w F �1 � + �'` i N 1 - SLOPES FROM 10:1 TO 3:1 - WIHIN 14 DAYS 11 iii _ 1 1 N - SLOPES FLATTER THAN 10:1 - WITHIN 21 DAYS Z.9 12.76 ROC#f�~-�t�:-,`°.� \ + i �' PROTECT DISTURBED AREAS. INCLUDING STOCKPILES, THAT ARE NOT COMPLETED BUT WILL REMAIN 12.5 l CONS ucT10 , \ INACTIVE FOR GREATER THAN 14 DAYS, UNLESS GREATER THAN 3:1, WITH MULCH, PLASTIC ENTCE 1 � \ SHEETING, OR TEMPORARY SEEDING { i/ ``<<+Y`4 \\\ PLACE SILT FENCE AROUND BOTTOM OF STOCKPILE WHEN LEFT INACTIVE FOR MORE THAN 7 DAYS j 1 , . I \ \ ' LOCATE STOCKPILES A MINIMUM 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE P •� f i ±p�+Pl i Z `e�++.t'+ \ ROUTES '�— e I. -�`• ALL RETAINING WALL ELEVATIONS REPRESENT FINS '\s r x EQ. 1) SURVEYED EMERGENCY OVERFLOW ELEVATION IN SOUTHWEST DIRECTION 0 APPROXIMATE STATION 7+00 ON SETTLERS WAY = 910.8 2) SURVEYED SECOND EMERGENCY OVERFLOW ELEVATION IN SOUTHWEST DIRECTION AT APPROXIMATE STATION 2+80 ON SETTLERS WAY, ADJACENT TO POND T = 909.7 HOLDDOWN'S PARKING LOT = 9 1/2• = 0.79' 0' 20' 40' 60' V .AI d Fr01..iw1■I 5we1a■, Frc 1"d". = 1110141 051,4313100 FAX OS13714U1 TOLL Rif I-9116077.530 LIVID 0 DENOTES SOIL BORING ert�% DENOTES SILT FENCE I■e11 i14w■t +�+' DENOTES HEAVY DUTY SILT FENCE "" - 980-•• -• DENOTES EXISTING CONTOURS it I I'r I+; � r ^• DENOTES EXISTING TREE LINE rYYYY.Y'V DENOTES APPROXIMATE TREE x EQ. 1) SURVEYED EMERGENCY OVERFLOW ELEVATION IN SOUTHWEST DIRECTION 0 APPROXIMATE STATION 7+00 ON SETTLERS WAY = 910.8 2) SURVEYED SECOND EMERGENCY OVERFLOW ELEVATION IN SOUTHWEST DIRECTION AT APPROXIMATE STATION 2+80 ON SETTLERS WAY, ADJACENT TO POND T = 909.7 HOLDDOWN'S PARKING LOT = 9 1/2• = 0.79' 0' 20' 40' 60' V .AI d Fr01..iw1■I 5we1a■, Frc 1"d". = 1110141 051,4313100 FAX OS13714U1 TOLL Rif I-9116077.530 LIVID 0 DENOTES SOIL BORING ert�% DENOTES SILT FENCE I■e11 i14w■t +�+' DENOTES HEAVY DUTY SILT FENCE "" - 980-•• -• DENOTES EXISTING CONTOURS -980 DENOTES PROPOSED CONTOURS I'r DENOTES EXISTING STORM SEWER 1111- DENOTES PROPOSED STORM SEWER ^• DENOTES EXISTING TREE LINE rYYYY.Y'V DENOTES APPROXIMATE TREE �51111w-l-MN REMOVAL LIMITS ■ 056.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES 810 -ROLL EROSION CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION C1t t HED BURY. GRADE OF SOIL AND DO NOT REPRESENT RETAINING WALLS TO BE DESIGNED IN ACCORDANCE WITH NCMA STANDARDS. \•� \• , L._q,4R THE SITE MUST BE KEPT IN A WELL—DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR 92'�.� ++ F' 1 ti ~.° SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO '+,.• \ �, ,. INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING SILT FENQE" PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. TEMPORARY DITCHES SHOULD HAVE BACKFILL MATERIAL ON BANKS FOR EASY FILLING LATER. MAXIMUM SIDE SLOPE IS 3:1. TEMPORARY ANO/0R PERMANENT DITCHES REQUIRE APPROPRIATE BMP'S. fP 920 f�} ALL TEMPORARY OUTLETS TO PONDS TO HAVE FILTER MATERIAL AND RIP RAP. r` r r ,r � ,+ •,+,/ �� 'a v ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED } —_ —1, j AFTER THE SITE HAS BEEN STABILIZED, SWPP PLANS, EROSION CONTROL INSPECTION REPORTS, Sc PERMITS MUST BE AVAILABLE/POSTED ON SITE FOR �,.^. THE DURATION OF THE PROJECT, Ori I l ALL EXISTING DRAINTILE NOT SHOWN ON THE PLAN ENCOUNTERED DURING CONSTRUCTION SHALL BE MADE KNOWN J } TO THE ENGINEER BEFORE REMOVAL OR DISCONNECTION. r THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE OITCH MUST BENSTABILIZED WITNS WATER HIN 200 LINEAL FEET FROM THESTRUCTION SITE, OR IVERTS PROPERTYEEDGE, OR FROM ITE, / THE POINT OF DISCHARGE TO ANY .SURFACE WATER, STABILIZATION MUST 13E COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING J DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTESM MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITIi MPCA `'� /'^ Il' • EXTERNAL WANING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES (INCLUDING \` •� / CONCRETE WASHOUT) MUST BE LIMITED TO A DEFINED AREA OF THE SITE. ALL SLOPES ARE TO BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. CONTRACT 114LL TAKE ALL PRECAUTINS NEC E % b PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. SSART T AVOID PROPERTY DAMAGE TO AOJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOFROLL WILL BE REQUIRED ON THE SUBORApE. HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE PROOFROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FUL CONSTRUCTION PHASES OF HIS PROJECT, TANDEM-AXEL DUMP TRUCK, OR APPROVED EQUAL, IN EACH LY -LOADED OF' 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE THE CONTRACTOR 'SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES EXCAVATED AND RECOMPACYED AS SPECIFIED HEREIN. SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY, PLACEMENT OF HESE DEVICES SHALL BE APPROVED BY THE EMBANKMENT MATERIAL PLACED BENEATH THE BUILDING SHALL BE PLACED AND COMPACTED IN ACCORDANCE ENGINEER PRIOR TO PLACEMENT. TRAFFIC C014TROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS, WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. EMBSTEET OR PARKING NT AL ED SAFETY NOTICE TO CONTRACTORS; IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION WIT�HA THE ESPECIFIEDRIDENSI YC ME HEOD AS OUTLINED N MNDOT 2A1053FISANDL TBE COMPACTED INHE REQUIREOF DANCE H DANCE PRACTICES, THE CONTRACTOR WALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE GEOTECRNICAL ENGINEER. MfNTS JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, THE EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREAS, SHALL BE COMPACTED DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNOOT 2105.3F2, PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONSTRUCTION SITE. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICALEHGIIfEER, THE CONTRACTOR SHALL COMPLETE THE SITE'GRADING IN ACCORDANCE WITH THE REQUIREMENTS OF THE EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE CQMP OWNER'S GEOTECHNICAL ENGINEER: ALL SOIL TESTING SHALL BE COMPLETED BY HE OWNER'S REQUIRED BY THE GEOTECHNICAL ENGINEER. HE CONTRACTOR SHALL BE RESPONSIBLE Fl GIN D AS AS ALL GEOTECHNICAL ENGINEER, HE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. OR COORDIN SOIL TESTS AND INSPECTIONS WITH THE GEDTECHNICAL ENGINEER, THE COSTS Of RETESTING (IN CA Of TESTS N07 MEETING STANDARDS) SHALL BE BORN BY HS£ °� ■ zao7Ulocorol.dw9E CONTRACTOR L •••+r ~'�"•+ y +r ,• -•• q Ilny�■ ert�% D■!e (]8/09/07 Sheet 4 os 7 a� wr�i ,.� prtpa"°>ror. Village 5th 101- &azwop, Liberty16f591Office GrLLC Final Grading A.K. 08/09/07 um. rte 44169 • „ -� �, ;<•R—^•W 1rldar Wsvin SL Addition Plan River Fallas WI 84dn �51111w-l-MN EXISTING SANITARY SEWER — 4 — WATER — I — HYD. W/VALVE STORM SEWER SANITARY SEWER -- 4 — WATER — HYD. W/VALVE STORM SEWER — N Coll 48 Hours before digging: GOPHER STATE 2NE CALF. Twin City Area 651--454-0002 Mn. Totl Free 1-800-252-1166 GffiOM UTILITY & STRW NOTES • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST, TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 EO- OF THE 'STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.' AND TO THE STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS., 2005 INCLUDING THE ADDENDUM, THESHALL BE REQUIRED TO FOLLOW ALLRENT PROCEDURES AS OUTLINED BYCTOR THE LOCAL AGENCY. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH, PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. k ELEV. PRIOR TO BEGINNING CONSTRUCTION. • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL' FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. DENOTES GUTTERLINE. ELEVATION AT Noo INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED • CONTRACTOR TO PROVIDE STORM SEWER INLET PROTECTION. CONSTRUCT EROSION CONTROL PER PLAN AND MAINTAIN EROSION CONTROL. • ADJUST MANHOLE CASTINGS IN PARKING LOT • ADJUST GATE VALVES IN PARKING LOT • INSTALL PED RAMPS AT ALL SIDEWALK AND TRAILS CONNECTIONS PER DETAIL j ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPD 0.05 FEET, RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATION$, NhRweM haf�JonM f•Mcq YM. 75� i Mby rrf Mrd ei +� iF •r aMr •tl �..1_ > - Li oert7 MM N'1i�1•. IIW 1911 "'o" '"'-0'� >4i�f1•�! W b M•• / YlYY +t Mwy� �"`"°� Village 5th 7M /IIH 1-4•6-M-5150 Liberty Office Group, LLC .W, SL 'l'. Addition nlTyj59 - Ya• .5 .. ..... ,M`p PGDIr 5022 hm S"Wil11f.. MH i-m?� 0' 20' 40' 60' 20071110UTFOIAd g Dd, 08/09/07 611rt 5 OF 7 Final Utilities Plan �rr 9 IeI Plant List KEY QTY.. COMMlkd OIAJUCAL RAMS egg ABM 1 Aafumn Blaze Mople J Acer x freemanii 'Jeffersred' 4' BB JTL 4 Japers., Tree Lilae/5ymgo reticulata 6' BB Clump YEW 6 Spreading Yew/Torus x media Taunton! 5 Gal, AV 1 Autamn Jor4 Mt6wrr.u.n/Vlparnum de,lnlom 'Ralph 5-ker' 5 Gal. OKL 4 Baa, Kasen lloc/Syfinga msyeri'potobbvl' 5 Gal. LPS 11 Llllls Princess Sok-o / 5plroap jp➢erica ZIUI9 Piro[#.i 5 Gal. 5 J.- Red W4LgNo/W.1g.lo Asftla puepaed 'Jsrq Red' S Cal. ARC ARC 6 Artgd[o Jun$rn/Junlperr. sogfno A.Cade' 5 G.I. SDD 25 Stella Ooro D. ily/Hamer-16. Stella de Ora' 1 001 W YMr less" h14 -aural ferules klc M111 Anionsal W. 11Im PA.10Z-a11q IIAX952-M-5W IL 111E TOIL 1411407.1150 •1.,eea da IFIn'Y4 rl. Yoe. wH Im.. Berk M,.pr� HS{MI'ae law'pi ww� .Ida pad eolkm el net .add. Me. P, Nr •re41 -he a.r Evergreen Tree Detail rorm .e b r,.dwr .. mlrri I' tlpin rl q.clnr0 multi .vw m. - de net ps..rch.a Irvnr r tle.p vets.,, ea Wens 111 aIle y, �� sera Ir Ir,,..rr etas I r+ K w.n.wr.a were r IM .M rnMe n4eerhe r Planting Notes Conlroclor shell contact Gophn Slate 'One Call" (651-454-0002 or 600-252-1166) to verify locations of all underground utilities. Conlroclor shall verify locations with all utilities prior to installation of plant.. Canlzaclef Noll prddde oneyear g--gotee of - Plonl molviole the guorors.4 begin. .n lilt data 1 the Lond.cope Architect'. w Oentr'1 06tten accept ones of lips trifled Planting Roplacemant plant materials shall edso have o one y.a guaenlee commencing upon, planting, All mlh to plbe .packn" WOO. KU'r"to-gron wamet/ar hardy. specimen grade shall achar. la. but 1. not lkmll.d is lee fodaeiag alandgds: Alf Flom. ahoy be fr.. bort dfsea - Peel., w.aryel., .mora, Ht. At plan. .hob b. ka- Aam nv[fCsoWe gaps, hde., a defumRf— M ➢1pn. N06 b. Ira► Rom trralen a deed Manche.. Alf plant. shad here heavy; hlatUly bronl:hLlg ➢nd Ipging, Gollleeoup treat had hart an etloo0shad main C -odor and a hNghl to eldth roti. of no late than 5:a Plants to meal American Standard lar Nursery Stock (ANSI Z60.1-2004) requirements far six and type specified. Plonle to be Installed as per standard ANSI planting practices. Use minimum 12' planting sail mix on trees and 6" on shrub. (side. and bottom of hole). 90al sol to be existing lop soil from site free of reale, racks larger than one inch, wb.aS debris, and large woods,, Slaking of trees optional; reposition, plumb and slake if not plumb alter one year. Wrap all smooth -barked trees - fasten lop and bottom. Remove by April 1.. Open to of burlap on 08 material.; remove pot on potted plonlr, -pill and break apart peat pole Prune plants as necessary - par standard nursery practice and to correct poor branching. Plan. shall be Immediately planted upon arrive[ at site. Properly heel -In materials i( necessary, temporary elly. All disturbed ortas to be eadded unl-e4 aIh.mise noled tad 10 be sla.dad Winneeoto grown and raked to rehmoveadebr vend ensure lleadcirP+nog1,lYSlopr. bol qy 1p y� velli 4 d1 p of topsail and gree Fours inches of shredded hardwood bark mulch shall be used around all trees within turf All shrub planting ped. ("thin lodded areas) 010 [lay. wa-d bonier fabric, 4" al shredded hard,.ad pork nrul'ae and Veber-V:aw 01at11, Diamond (- 19u0t) poly edging. Th. edging sboR ba pl.eed 1r. 111tH cur x1'1 and al [east d' fleer. the [eater. of all f,." Utilize cuPos odd sid.wofks for .dgfrg .hue pas6l'oJ,. parkway fat [yomds to be sodded .ilh Wedded I.gdwaad hark mWeI, around 11"..nd shrubs. Ab rm pe"i"t beds 0ryd ornamental 9-1, bed, shall have weed barrier fobric, 2' of shredded hardwood bark mrdch and Vat _We. Black 01omrn4(err .quart) poly edging. The edging short be placed rPoh smlahl carve. Utilize nab. and 1:dc`!i far edging whore possible Shreddedhordwoad bark mulch 4' deep Nall be provided in all planting beds adjacent to .telexed ks and driveway-. Actual location of plant material is subject to Rad and at, conditions. No pionling will be installed until all grading and construction has been completed in the rnrmsaiate area. Clxr{racier shall provide necessary watering of plant materials until the plant is fully ..I.lb shad or Irrigation system is operolionol. Owner will not provide woler lar Contractor. Provide, irri rm as an Carl tor.ga All intformlapl�n lehowleinslallalion and schedulination will g can be obtainedb[roman Can di CMI'"'t- Repair, replace, or provide sed/Med as required lar any roadway boule,ard areas adjacent 10 the site disturbed during eaestructioi. Repair all damage to property from planting operalions of no cost to owner. All substitutions must be apps. -d by the Landscape Architect prior to submission of any bid and/o quole by the Lord—We Contracts. Tree Detail �...t�llili[f AXI1plK. r41ti Mie.1 ieEi.IIAlApRJyT~W� PRIM" p"pa�"c tm: am Liberty Office Group, LLC tl+eA= OBi 107. ear.- ten 269n iY�e� _ 1859 wLcmlsln st A)vm MI., WI S4a27 Inmhe,.r4 ert .,Wf .star'+ae 1 ra.l'r -.-0. e, 0 neriv�.; Iw�a"�.rr.+ r� IK. r In• "r" wan •• ay�y k e b,' ver aa,. r,r «pore 1. Rn ■r.nn r sarin a .pKilke mala o.., IN -errl.a runx I' d -.p .elrhq ... Peal H rIM g�drN' 1rrPIF nY Anw.:e.. 3lw.wN tr rwr.ry sloe 1 lee r pYaruae .yaw r mato v�..l.r �iadn .:rat Q 20' 40' .60 i arty 2W71Li0P1yG 1..n,j Date 08/09/07 seer 6 of 7 Village 5th Final Landscape Addition Plan SktUwl4er�� F•it'! F NOTE: BOTTOM OF FABRIC IS BURIED IN TRENCH AS IT IS WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4', AN ADDITIONAL POST MAY BE ADDED TO EACH SIDE. ALL STORM SEWER .INLETS SHALL HAVE THE INLET SEDIMENT FILTER INSTALLED IMMEDIATELY AFTER STRUCTURE INSTALLATION. i MINIMUM—1 W000 OR METAL STAKE 4'-24' FILTER FABRIC MIL SILT FENCE SEDIMENT FILTER N. ?,I -A3 .- 2" LVWE45030B WEAR COURSE 6' CL 5 AGGREGATE SUBGRADE (MODIFIED) TYPICAL TRAIL SECTION I i fi p r LL4F i 12' MINIMUM J 1'-2' WASHED ROCK NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM HEIGHT OF 1.0' AND CONTAIN MAXIMUM SIDE SLOPES OF 4:1. E��9 I— 1-1/2' MND07 LVWE4503M BITLOANOUS WEARING COURSE TACK COAT, MnDOT 2357 2-1/2' MNDOT LVNW35030B BITUMINOUS BASE COURSE 6" CL 5 ASGRESATE BASE, CL.5 (100% CRUSKEO) MnDOT 2211 COMPACTED SUBGRADE (1005 STANDARD PROC70R) Fay. 2/up7 o-0 EXTRA STRENGTH FILTER FABRIC TYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALES _ STEEL OR �Ftr- WOOD POST iA 10'-0" MAX. SPACING WITH WIRE SUPPORT FENCE 6'-0" MAX. SPACING WTHOUT WIRE SUPPORT FENCE PONDING HEICH7 FILTER FABRIC, ATTACH SECURELY STEEL OR --- TO UPSTREAM 36' HIGH MAX S1DE OF POST. WOOD POST RUNOFF 12' MRF. "-4'*6' TRENCH WITH COMPACTED BACKFX L sTANDARo DETAIT. TTtEHCH WITH NATIVE BACKF{1L 9" MAX. RECOMMENDED STORAGE HEIGHT i 1 12' MW. L A4TERNATE DETAIL TRENCH "IN GRAVEL 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REM04ED SEDIMENT SNAIL SE DEPOSITED TO AN AREA THAT WILL NOP CONTRIBUTE SEOINENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE CONIGURS TO MAXIMIZE PONDING EFFICIENCY. 6' 3A32 CONCRETE SIDEWALK 1' AGGREGATE BASE CL. 5 (1OOx CRUSHED) COMPACTED SWGRADE (]on STANDARD PROCTOR) TYPICAL ONCR T SIDEWALK SECTION 4/7/97 — I TIM 01M AIN55lM W I�.,_.1,�..,, .., 4MII_.� ., ...gr,,....ri � i,...1 A4 IlnYae IIHGCr✓QXI ...I �.,. K w d.w 2f MTnweu - >z� � • •c}+�ry lOf L. Vurty Village 5th M3 TmFM I•M--n-.So Fm -.ti Liberty Office Group, LLC OLG- . iIIIC>it4Y00(�, wWwWMwoAOpaaen a,e OA�09/D7 .�4t� 44166 . - -- — °`�-_-- TE59 wuCOndA SL . Addition .. •., ... River Friia, VY1 54022 ... ... .--- • SILUwmte , MTM( Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 20071110OTFOI.i Data 08/09/07 Sheet 7 OF 7 Details ®arc• «crarrran in rt�GYo[ - ta�-x�,wc a�warsrs�arror�r�a-r+ �"�i -�.w� Irr•� rw C7 70 Man Lena. hR In Dcslgn by JW MN CsnAed 4y : 1W D Detrr, Mro1 A3 M':y'�.fLL fYSi•A✓LLri�:X TULCN��iCi CC7�7C.i+'/MFiGdP17?CIMf.PLY1P7W �qJ 3CALE, 114'- 1 L C7 rk3Jgn Ln-: MN D".dW:rn A4 Shte 9 � RODf PL9N A5 sc+ar +,a• _ r�u L7 10 P -j -Q, 1u &W Y� 3 ��� 4calq�l y, A.IIJ annoe � : IR' A5