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HomeMy WebLinkAbout2017-12-05 HRA Regular Meeting PacketAgenda Housing and R edevelopment Authority Meeting City of Edina, Minnesota Edina City H all City Council Cham be rs Immediately Following the Regular City Council Meeting Tuesday, December 5, 2017 7:00 PM I.Call to Order II.Roll Call III.Approva l of Meeting Agenda IV.Community Comment During "Community Comment," the Housing and Redev elopment Authority (HRA) will invite members of the a udience to share new issues or concerns tha t haven't been considered in the past 30 days by the HRA or which aren't slated for future consideration. Indiv iduals must limit their comments to three minutes. The Chair may limit the number of spea kers on the same issue in the interest of time and topic. Generally speaking, items that are elsewhere on tonight's agenda ma y not be addressed during Community Comment. Individuals should not expect the Commissioners to respond to their comments tonight. Instead the HRA might refer the matter to sta, for considera tion at a future meeting. V.Adoption of Consent Agenda All a genda items listed on the consent agenda are considered routine and will be enacted by one motion. There will be no separa te discussion of such items unless requested to be remov ed from the Consent Agenda by a Commissioner of the HRA. In such cases the item will be remov ed from the Consent Agenda and considered immediately following the a doption of the Consent Agenda. (Favorable rollcall v ote of majority of HRA Commissioners present to approve.) A.Approv e Minutes of Nov ember 21, 2017 Regular HRA Meeting B.License Agreement: 5146 E den Av enue VI.Public Hearings Dur ing "Public Hearings," the Chair will ask for public testim ony after sta members make their presentations. If you wish to testify on the topic, you are w elcome to do so as long as your testim ony is relevant to the disc ussion. To ensure fair ness to all speakers and to allow the e"cient conduc t of a public hearing, speakers must observe the following g uidelines: Individuals m ust limit their testimony to three minutes. The Chair may modify tim es, as deemed necessary. Tr y not to repeat remarks or points of view made by prior speakers and limit testimony to the matter under consider ation. In or der to m aintain a respec tful environment for all those in attendance, the use of signs, clapping, cheering or booing or any other form of verbal or nonverbal comm unic ation is not allowed. A.PUBLIC HEARING: Review of 2018 HRA Operating Budget, Resolution No. 2017-11: Setting 2018 Ta x Lev y and Adopting 2018 Operating Budget VII.Request for Purchase: Award of Bid, Improvement PW - 18-001, North Ramp Expa nsion and Retail Shell Construction VIII.Request For Purchase: Environmental Services contra ct for North Ramp Expansion IX.Ma rket Street Redevelopment: Construction Mitigation and Parking Management Plan X.Prelimina ry Development Agreement: 5146 Eden Avenue XI.Adjournment The Edina Housing and Redevelopment Authority wants a ll participants to be comforta ble being part of the public process. If you need assistance in the way of hearing ampliBca tion, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: Dec emb er 5, 2017 Agenda Item #: I V.A. To:C hair & C ommissioners of the Ed ina HR A Item Type: Minutes F rom:Debra A. Mangen, C ity C lerk Item Activity: Subject:Approve Minutes o f Novemb er 21, 2017 R egular HR A Meeting Action Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve M inutes as presented. I N TR O D U C TI O N : AT TAC HME N T S : Description Draft November 21, 2017 Regular HRA Minutes Page 1 MINUTES OF REGULAR MEETING OF THE EDINA HOUSING AND REDEVELOPMENT AUTHORITY NOVEMBER 21, 2107 9:47 P.M. I. CALL TO ORDER Chair Hovland called the HRA meeting to order at 9:47 P.M. November 21, 2017 II. ROLLCALL Answering rollcall were Commissioners, Brindle, Fischer, Staunton, Stewart, and Chair Hovland. III. APPROVAL OF MEETING AGENDA Motion made by Commissioner Brindle and seconded by Commissioner Fischer approving the Meeting Agenda. Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. IV. COMMUNITY COMMENT No Community Comment was received. V. CONSENT AGENDA ADOPTED Motion made by Commissioner Stewart seconded by Commissioner Fischer approving the consent agenda as follows: V. A. Approve minutes of November 8, 2017 Regular HRA Meeting VI. MOTION TO CLOSE MEETING OF THE EDINA HRA AS PERMITTED BY MS. 13D.05 SUBDIVISION 3(C) TO DISCUSS THE POSSIBLE PURCHASE OF REAL PROPERTY IN PENTAGON PARK PROPERTY LOCATED AT 4901, 4820, 4815, 4510, 4530, 4540, 4550, 4570, 4600 AND 4660 WEST 77TH STREET, AND 7710 COMPUTER AVENUE AND 7600 PARKLAWN AVENUE Commissioner Brindle made a motion, seconded by Commissioner Fischer to close the meeting as permitted by MS. 13d.05 Subdivision 3(C) to discuss the possible purchase of real property inn Pentagon Park Property located at 4901, 4820, 4815, 4510, 4530, 4540, 4550, 4570, 4600 And 4660 West 77th Street, and 7710 Computer Avenue and 7600 Parklawn Avenue. Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. Chair Hovland noted the HRA was in closed session and would move to the Community Room for their closed session. VII. CLOSED SESSION: POTENTIAL PURCHASE OF REAL PROPERTY LOCATED AT 4815 TO 4901 WEST 77TH STREET AND 7710 COMPUTER AVENUE AND 7600 PARKLAWN AVENUE Staff discussed the potential purchase of real property located at 4815 to 4901 West 77th Street and 7710 Computer Avenue and 7600 Parklawn Avenue with the HRA and received direction on how to proceed. VIII. MOTION TO MOVE BACK INTO OPEN SESSION Motion of Commissioner Stewart seconded by Commissioner Staunton to move back into open session at 10:31 p.m. Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. Commission Stewart made a motion directing the Executive Director of the Edina HRA to prepare a Notice of Default under the terms of the Master Redevelopment Agreement dated as of May 20, Minutes/HRA/November 21, 2017 Page 2 2014 by and among the City of Edina, the Housing and Redevelopment Authority of the City of Edina and Pentagon Revival LLC. The motion was seconded by Commissioner Staunton. Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. IX. ADJOURNMENT Chair Hovland declared the meeting adjourned at 10: 40 p.m. November 21, 2017 Respectfully submitted, Scott Neal, Executive Director Date: Dec emb er 5, 2017 Agenda Item #: I V.B. To:C hair & C ommissioners of the Ed ina HR A Item Type: R ep o rt / R ecommend atio n F rom:Bill Neuendorf, Ec o nomic Development Manager Item Activity: Subject:Lic ens e Agreement: 5146 Ed en Avenue Ac tio n Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve the license agreement to allow temporary use of this H R A-owned parcel. I N TR O D U C TI O N : T his item pertains to the temporary use of the vacant property at 5146 E den Avenue. T he H R A's development partner seeks non-exclusive use of the site to allow contractors of the M arket S treet project to park on the property during the construction period. T he license agreement has been prepared by the C ity Attorney and is recommended to be approved. AT TAC HME N T S : Description Licens e Agreement 194627v2 1 LICENSE AGREEMENT LICENSE AGREEMENT (“Agreement”) made this _______ day of _____________, 2017, by and between the EDINA HOUSING AND REDEVELOPMENT AUTHORITY, a Minnesota municipal corporation, whose address is 4801 W. 50th Street, Edina, MN 55424 ("Authority"), and EDINA MARKET STREET LLC., a Minnesota limited liability company, whose address is 5100 Eden Avenue, Suite 317, Edina, Minnesota 55424 ("Contractor"). RECITALS A. The Authority is the owner of real property located at 5146 Eden Avenue, Edina, Minnesota 55424 (“Property”); B. In conjunction with the expansion of the North Parking Ramp and redevelopment of City-owned properties at 3925 and 3930-3944 Market Street, Contractor requires a temporary site for parking and storage of related equipment and construction materials; C. Subject to the terms of this Agreement, the Authority will allow the Contractor to use the Property for temporary employee parking and storage of related equipment and new construction materials. NOW, THEREFORE, the parties do hereby agree as follows: 1. Grant of License. The Authority does hereby grant to Contractor a non-exclusive license over and across the Property for: (a) parking by Contractor’s employees, contractors and subcontractors actively working on the redevelopment of properties located at 3925 and 3930- 3944 Market Street Market Street (“Project”); and (ii) temporary storage of equipment and new construction material used on the Project (“Authorized Use”). At no time shall the site be used for the storage of soil or construction debris. The use of the site shall be consistent with the site plan attached hereto as Exhibit “A” (“Site Plan”). During the Contractor’s use of the site, the Authority maintains its right to enter the property to conduct work related to the future re- development and re-use of the site. 2. Term. Provided that the Contractor has closed on the purchase of Authority property located at 3925 Market Street, this Agreement shall commence on March 31, 2018 and t shall renew on a month-by-month basis through October 31, 2019. 3. Termination. The Authority may immediately terminate this Agreement for a breach of the Agreement by Contractor. In addition, the Authority may terminate this Agreement upon 60 days’ written notice to Contractor in the event that the Authority enters into a sales contract for the the Property or initiates construction on the Property, in the Authority’s sole discretion. The Contractor may terminate this Agreement upon 7 days’ notice to the Authority. 194627v2 2 4. Payment. Contractor, in consideration of the licensing of the Property, hereby covenants and agrees to pay to the Authority $400 per month, paid monthly in advance on or before the 1st day of the month. Payment shall be delivered to the Edina Housing and Redevelopment Authority, 4801 W. 50th Street, Edina, MN 55424 Attention: HRA Executive Director. 5. Contractor Acknowledgment. A. The Contractor acknowledges that the Contractor has inspected the Property and is fully satisfied with its physical condition and agrees to accept the Property in its present "as is" condition. Neither the Authority nor any representative of the Authority has made any warranties or representations upon which the Contractor relies with respect to the physical condition of the Property. B. The Contractor accepts the Property subject to such conditions, restrictions, and limitations, such as utility easements and public right of way, which presently appear of record in regard to the Property. C. The Contractor accepts the Property subject to any applicable health, life, safety, fire, or zoning ordinances, codes, regulations or statutes of the City of Edina, the County of Hennepin, the State of Minnesota, or any other governmental body now existing or which may hereinafter exist by reason of any legal authority during the term of this Agreement. D. The Contractor accepts the Property and is satisfied as to the boundary lines and contents of its premises and likewise satisfied with the sufficiency of the present title of the Authority. 6. Restrictions on Use. A. The Property shall be used solely for the Authorized Use at Contractor’s sole cost and expense. B. Storage of equipment and new construction materials shall not exceed 20% of the Property and shall be located in the northeast quadrant of the Property consistent with the Site Plan and screened from public view by a minimum five foot high construction fence covered with green or black mesh along the south and west boundaries of the storage area. At no time is the site to be used for any storage of soil or construction debris. Equipment and new construction materials shall be stored in a good and workmanlike manner and in accordance with all applicable codes and regulations. The work shall be subject to City inspections and approvals. If the equipment or materials are unkempt or unsightly in the reasonable opinion of the Authority, the Contractor shall bring the Property into compliance with this Agreement upon five days’ notice from the Authority. C. No construction waste or soils are allowed on the Property. D. No parking is allowed on the access drive route through the Property or within 30 194627v2 3 feet of the curb located on the southern portion of the Property. E. Access to the site shall be exclusively through existing curb cuts. F. Contractor shall not alter or make improvements to the Property without the written consent of the Authority, except as otherwise provided under this Agreement. G. Contractor shall not harm existing trees located on the Property and shall be reimburse the Authority as follows $3,000.00 for each mature tree that is significantly damaged. H. The City will plow the access route through the Property and mow the grass along Eden Avenue in accordance with its current practice. Contractor shall be responsible for all other plowing on the Property and maintain or cut weeds on the Property in accordance with City Code requirements, at Contractors cost. I. Authority shall have the right to enter the Property at any time to inspect the Property and to use the access route. 7. Taxes. Contractor shall be responsible for all personal property and real estate taxes incurred as a result of this Agreement. 8. Repair and Maintenance. During the term of this Agreement, Contractor will be responsible for any and all repair and maintenance of the Property. Maintenance shall include, but not be limited to, keeping the Property clean of trash, mowing and trimming as described in “H” above. 9. Environmental Matters. The term "Environmental Laws" shall mean all federal, state and local laws, including statutes, regulations, ordinances, codes, rules and other governmental restrictions and requirements relating to the discharge of air pollutants, water pollutants or process waste water or otherwise relating to the environment or hazardous substances, including but not limited to the Federal Solid Waste Disposal Act, the Federal Clean Air Act, the Federal Clean Water Act, the Federal Resource Conservation and Recovery Act of 1976, the Federal Comprehensive Environmental Responsibility, Cleanup and Liability Act of 1980, regulations of the Environmental Protection Agency, regulations of the Nuclear Regulatory Agency and regulations of any state department of natural resources or state environmental protection agency now or at any time hereafter in effect. In order to induce the Authority to enter into this Agreement, the Contractor covenants, represents and warrants to the Authority that while this Agreement is in effect Contractor will comply with all applicable Environmental Laws. Contractor shall indemnify Authority against all claims, demands, charges, damages, orders, judgments, citations, or costs, including reasonable attorneys' fees which Authority may incur by reason of any violation of Environmental Laws occurring on the Property for which Authority may become responsible by reason of Authority’s use of the Property. 194627v2 4 10. Liability Insurance. the Contractor will, at the Contractor's sole cost and expense, provide and maintain during the term of this Agreement a blanket or general liability insurance policy against claims for personal injury, death, or property damage occurring in connection with the use and occupancy of the Property, said policy will have limits of not less than Two Million and 00/100 Dollars ($2,000,000.00) combined single limit. 11. Property Damage Insurance. The Contractor will, at the Contractor's sole cost and expense, provide and maintain all risk property insurance during the term of this Agreement in an amount sufficient to cover all items of property owned, maintained, or controlled by the Contractor on the Property 12. Requirement for All Insurance. All insurance policies (or riders) required by this Agreement will be (i) taken out by the Contractor and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) will contain a provision that the insurer will not cancel or revise coverage thereunder without endeavoring to give written notice to the Contractor as an insured party and to the City as an additional insured at least ten (10) days before cancellation or revision becomes effective, (iii) will name the Contractor as an insured party and “Edina Housing and Redevelopment Authority” as an additional insured, (iv) will be in accordance with specifications approved by the Authority for the Authority, and (v) will be evidenced by a Certificate of Insurance listing “Edina Housing and Redevelopment Authority” as an additional insured which will be filed with the Authority. 13. Indemnification. The Contractor agrees to indemnify and save harmless the Authority from and against all liability, damages, penalties, judgments, or claims of whatever nature arising from injury to person or property sustained by anyone arising out of the Contractor's use and occupancy of the Property and will at the Contractor's own cost and expense defend any and all suits or actions (just or unjust) which may be brought against the Authority or in which the Authority may be impleaded with others upon any such above-mentioned matter, claim, or claims. This indemnification in no way limits the Contractor's obligation to maintain a blanket or other general liability insurance policy for the benefit of the Authority. This indemnity and hold harmless agreement will include indemnity against all costs, expenses, and liabilities incurred in or in connection with any such claims or proceedings brought thereon and the defense thereof. 14. Liens. Contractor shall not permit to be created or to remain undischarged any lien, encumbrance or charge arising in whole or in part out of any work or work claim of any contractor, mechanic, laborer of Contractor or material supplied by a vendor to Contractor which might be, or become, a lien or encumbrance or charge upon the Property. If any lien or notice of lien on account of an alleged debt of Contractor by a party engaged by Contractor to work on the Property shall be filed against the Property, Contractor shall, within thirty (30) days after notice of the filing thereof, cause the same to be discharged of record by payment, deposit, bond or other security given. 194627v2 5 15. Assignment. The Contractor will not by operation of law or otherwise assign or permit the Property as depicted and described in this Agreement to be used by others without the Authority’s prior written consent in each instance. 16. Relationship of Parties. Nothing contained in this Agreement shall be deemed or construed by the parties hereto or by any third party to create the relationship of principal and agent or of partnership or of joint venture or of any association whatsoever between Authority and Contractor, it being expressly understood and agreed that neither the payment of rent nor any act of the parties hereto shall be deemed to create any relationship between Authority and Contractor other than the relationship of licensor and Contractor. 17. Default. If the Contractor at any time defaults in the observance of any of the terms, covenants, and conditions of this Agreement, including any exhibits thereto, the Authority will immediately notify the Contractor of the Contractor's failure to observe such terms, covenants, and conditions. Upon such notice being given by the Authority, this Agreement will wholly cease and terminate and the Contractor will have no rights or interests whatsoever to further use or occupy the Property. Upon termination, any equipment left on the site after a Default will be removed at the sole expense of the Contractor. 18. Surrender of Possession. The Contractor agrees that at the expiration or cancellation of this Agreement, the Contractor will yield up possession of the Property, remove all vehicles, Contractor property, and construction materials and equipment. Upon surrendering possession of the Property, the Contractor agrees to return the Property to the condition it was in prior to the term of this Lease. Any equipment left on the site after a Default will be removed at the sole expense of the Contractor. 19. Written Notices or Other Correspondence. Any written notice or other correspondence to be provided by and between the Authority and the Contractor in accordance with this Agreement will be either hand delivered or mailed by registered or certified mail to the following addresses: AUTHORITY: Edina Housing and Redevelopment Authority 4801 W. 50th Street Edina, MN 55424 Attention: Scott Neal, Executive Director CONTRACTOR: Edina Market Street, LLC. 5100 Eden Avenue, Suite 317, Edina, Minnesota 55424 Attention: Pete Deanovic 20. Waiver of Default. Any waiver by the Authority of a default under the provisions of this Agreement by the Contractor will not operate or be construed as a waiver of a subsequent default by the Contractor. No waiver will be valid unless in writing and signed by the Chair and attested by the Secretary on behalf of the Authority. 194627v2 6 21. Invalidity of Provisions. If any term or provision of this Agreement or any application hereof to any person or circumstance is to any extent found to be invalid or unenforceable, the remainder of this Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable will not be effected thereby and each term and provision of this Agreement will be valid and be enforced to the fullest extent permitted by law. 22. Entire Agreement. This instrument herein contains the entire and only agreement between the parties and no oral statements or representations or prior written matter not contained in this instrument will have any force and effect. This Agreement cannot be modified in any way except by writing executed by both parties. 23. Governing Law. This Agreement will be governed exclusively by the provisions hereof and by the laws of the State of Minnesota, as the same from time to time exists. IN WITNESS WHEREOF, this Agreement was executed by the parties the day and year first above written. [remainder of page intentionally blank] [signature pages to follow] 194627v2 7 EDINA HOUSING AND REDEVELOPMENT AUTHORITY BY: __________________________________ James B. Hovland, Chair AND _________________________________ Robert J. Stewart, Secretary 194627v2 8 EDINA MARKET STREET, LLC. BY: __________________________________ Its: _________________________ THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON, P.A. 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 (651) 452-5000 AMP 194627v2 9 EXHIBIT “A” Site Plan Date: Dec emb er 5, 2017 Agenda Item #: V.A. To:C hair & C ommissioners of the Ed ina HR A Item Type: R ep o rt / R ecommend atio n F rom:S c o tt Neal, C ity Manager Item Activity: Subject:P UBLI C HE AR I NG : R eview of 2018 HR A O p erating Bud get, R es o lutio n No. 2017-11: S etting 2018 Tax Levy and Adopting 2018 O p erating Bud get Ac tio n Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : H old a public hearing on the proposed 2018 H R A O perating B udget and Tax L evy. Adopt R esolution N o. 2017- 11 S etting 2018 Tax L evy and Adopting 2018 O perating B udget. I N TR O D U C TI O N : D uring E dina's 2016-2017 budget process, there was discussion of an H R A levy starting in 2017 which was implemented. T he purpose of the levy is to pay a portion of the administrative expenses that are necessary to operate the H R A. H istorically those expenses have been paid using T I F funds. T hat option will become more difficult as the C entennial L akes T I F D istrict funds are spent down and the district decertified in 2021. To reduce the reliance on T I F for general administrative expenses, the levy proposed for 2018 shows an increase from $95,000 in 2017 to $125,000. N o changes have been made to the proposed H R A O perating B udget or Tax L evy from what was approved by the Council on S eptember 6, 2017. AT TAC HME N T S : Description Res olution No. 2017 - 11 HRA Levy and Budget EDINA HOUSING AND REDEVELOPMENT AUTHORITY RESOLUTION NO. 2017-11 ADOPTING THE BUDGET AND ESTABLISHING THE TAX LEVY PAYABLE IN 2018 WHEREAS, The Edina Housing and Redevelopment Authority (the “HRA”) has authorities and powers according to MN Statutes, Sections 469.001 to 469.047. MN Statutes, Section 469.033, subd. 6 grants the HRA the power to levy and collect taxes subject to a resolution of consent from the Edina City Council for a set period. WHEREAS, The Edina City Council passed Resolution 2017- 83 consenting to an HRA tax levy payable in 2018. NOW, THEREFORE, BE IT RESOLVED by the Board as follows: Section 1: That there will be levied upon all taxable real and personal property in the City of Edina, a tax rate sufficient to produce the amount as follows: HRA GENERAL FUND $125,000 Section 2: That the preliminary budget is as follows: HRA GENERAL FUND TAX LEVY REVENUES $125,000 HRA OTHER REVENUES $12,070,500 HRA GENERAL FUND EXPENDITURES $125,000 HRA OTHER EXPENDITURES $12,070,000 Passed and adopted by the Housing and Redevelopment Authority on December 5, 2017. ATTEST: Robert J. Stewart, Secretary James B. Hovland, Chair STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF EXECUTIVE DIRECTOR I, the undersigned duly appointed and acting Executive Director for the Edina Housing and Redevelopment Authority do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina Housing and Redevelopment Authority at its Regular Meeting of December 5, 2017, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 20___. _________________________________ Executive Director Date: Dec emb er 5, 2017 Agenda Item #: VI. To:C hair & C ommissioners of the Ed ina HR A Item Type: R eq uest F or P urc has e F rom:Brian E. O ls on, P ublic Wo rks Direc tor Item Activity: Subject:R eques t fo r P urchas e: Award of Bid , Improvement P W - 18-001, No rth R amp Expans ion and R etail S hell C ons tructio n Action Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : M otion to approve C ontract for I mprovement P roject P W 18-001, North P arking R amp E xpansion and R etail S hell Construction I N TR O D U C TI O N : S ee attached S taff R eport AT TAC HME N T S : Description Reques t for Purchas e: Award of Bid - Staff Report Reques t for Purchas e: Award of Bid, Improvement PW 18-001, - Bid Tabulation North Ramp Expans ion Renderings North Ramp Expans ion Arch Plans City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: December 5, 2017 To: Members of Edina Housing and Redevelopment Authority From: Brian E. Olson, Director of Public Works Bill Neuendorf, Economic Development Manager Subject: North Ramp Expansion and Retail Shell Construction, Improvement Project PW - 18-001 Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget The North Parking Ramp Expansion and Retail Shell Construction project, Improvement PW 18- 001 was approved by the Planning Commission and City Council to facilitate a revitalization of the Market Street Corridor and add needed parking within the 50th and France Business District. Bids were opened for this project on November 29, 2017 and included four add alternates that we are recommending for approval. Add Alternate 1 was to install the wood look extruded aluminum louvers that were shown on the graphics presented to the City Council on November 8th. Add Alternate 2 and 3 defines the cost participation from the Developer of the South Market Street Project and Add Alternate 4 was to change the metal stair on the east end of the project to a cast in place concrete stairway to be consistent with the other stairwells in the project. We are recommending all 4, therefore the bid results include them. Attached is a spreadsheet with the costs associated with all bids. The Budgeted Amount for the Capital Expense for this project when the approval occurred was $9,459,409 including a 5% construction contingency of $480,435. Date Bid Opened or Quote Received: Bid or expiration Date: 11/29/2017 12/29/2017 Company: Amount of Quote or Bid: Adolfson & Peterson Construction Donlar Construction Company Graham Construction Services, Inc. Knutson Construction $ 8,502,410 $ 9,455,500 $ 9,595,900 $13,650,700 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Due to the tight timeline for this project, Staff is requesting that the HRA retain a 10% construction contingency to keep the project moving quickly and allow the Director of Public Works to approve individual change orders up to $50,000 as long as the construction contingency ($850,241) has not been utilized. Staff is recommending award of the Contract to Adolfson & Peterson Construction for $8,502,410 and issuing a Notice to Proceed upon receipt of all required Contract documents to mobilize and begin construction on January 2, 2018. Page 3 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • 9232.6710 - Centennial Lake TIF District – Contracted Services • The bid amount is less than the amount budgeted for construction. • The funding source for this project is the sale of the Center Ramp site and TIF monies from the Centennial Lakes Fund. Grant funds may also be used for portions of the environmental remediation. • After completion, a private developer will purchase the retail shells constructed on the first floor – paying for the construction costs plus the leasable space. Environmental Impact • Energy – This is an expansion of the existing parking facility so there will be more use proportional to the number of stalls that are added to the facility. • Water – The same relative amount of water will be used for the expansion as the primary use of the water will be fire suppression. • Natural Resources – Soil was cleaned with Hooten and Edina Realty demolition projects. • This project creates an improved district-wide parking resource. This shared resource is more efficient than if each commercial property provided individual parking facilities. • The facility has been designed to allow for a future half level of parking, if additional parking is required in the future. The structural design of the new expansion wings has also been increased to accommodate a higher weight load to facilitate a change in use if parking needs diminish in future generations. Community Impact • Public Works will administer this contract with the assistance of the Economic Development Manager and the Business Liaison. • This parking ramp expansion serves to increase the parking availability for the district. • This project should have a long term positive impact to the district. Market Street will no longer be an entrance to two parking facilities. There will be vibrancy on the street level and increased parking within the district. • This project will incorporate permeable pavers to lessen the storm water discharge to the creek. Co m p a n y N a m e Lu m p S u m P r i c e Al t e r n a t e 1 Al t e r n a t e 2 Al t e r n a t e 3 Al t e r n a t e 4 Lump Sum Price w/ Alternates $ $ $ $ $ $ Ad o l f s o n & P e t e r s o n 7, 9 8 8 , 1 0 0 $ 1 1 1 , 0 0 0 $ 4 1 , 6 1 0 $ 3 5 3 , 6 2 0 $ 8 , 0 8 0 $ 8 , 5 0 2 , 4 1 0 $ Do n l a r C o n s t r u c t i o n C o m p a n y 9, 0 9 9 , 0 0 0 $ 1 0 0 , 0 0 0 $ 2 7 , 0 0 0 $ 2 2 5 , 0 0 0 $ 4 , 5 0 0 $ 9 , 4 5 5 , 5 0 0 $ Gr a h a m C o n s t r u c t i o n S e r v i c e s , I n c . 9, 0 7 0 , 0 0 0 $ 1 0 6 , 3 0 0 $ 5 6 , 6 0 0 $ 3 3 6 , 4 0 0 $ 2 6 , 6 0 0 $ 9 , 5 9 5 , 9 0 0 $ Kn u t s o n C o n s t r u c t i o n S e r v i c e s , I n c . 12 , 9 2 9 , 0 0 0 $ 2 0 9 , 0 0 0 $ 4 8 , 5 0 0 $ 3 8 6 , 7 0 0 $ 7 7 , 5 0 0 $ 1 3 , 6 5 0 , 7 0 0 $ Ra m E x c a v a t i n g no b i d Ro c h o n no b i d US S i t e W o r k no b i d C0.0 COVER SHEET NORTH VICINITY N.T.S.SITE CITY OF EDINA, MINNESOTA 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 30" X 42" SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT PROJECT TEAM: SURVEYORENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: DAN ELENBAAS, PE & TRISHA SIEH, PE 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 TELEPHONE (651) 643-0470 SEC. 18, TWP. 28N , RNG. 24W Know what's R ARCHITECT CONTACT: TODD NOVAK 401 2nd Avenue North, Suite 410 Minneapolis, MN 55401 p 612.332.7522 CONTACT: MARK HANSON CONTACT: KEVIN HENN SITE CIVIL SHEET LIST Sheet Number Sheet Title C0.0 COVER SHEET NORTH PHASE C1.0 GENERAL NOTES C2.0 DEMOLITION PLAN C3.0 SWPPP NOTES C3.1 PHASE I EROSION CONTROL PLAN C3.2 PHASE II EROSION CONTROL PLAN C4.0 OVERALL SITE PLAN C4.1 SITE PLAN C4.2 SITE PLAN C4.3 ADA AND SIGN PLAN C5.0 GRADING & PAVING PLAN C5.1 GRADING & PAVING PLAN C5.2 GRADING & PAVING PLAN C6.0 UTILITY PLAN C6.1 UTILITY PLAN C6.2 UTILITY PLAN C7.0 CIVIL DETAILS C7.1 CIVIL DETAILS C7.2 CIVIL DETAILS C7.3 CIVIL DETAILS MARKET STREET - NORTH RAMP - MIXED USE BID SET MARKET STREET - NORTH RAMP - MIXED USE EDINA, MN 55424 K: \ T W C _ L D E V \ M o h a g e n _ H a n s e n \ E d i n a C o l l a b o r a t i v e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C o v e r S h e e t . d w g N 160886001 DLE 11/01/2017 \ DSS/ERW I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DANIEL L. ELENBAAS 11/01/2017 44614 2550 UNIVERSITY AVENUE WEST, SUITE 238N SAINT PAUL, MINNESOTA 55114 Ph: 651-645-4197 www.kimley-horn.com NORTH PARKING RAMP EXTENSION FOR SITE DEVELOPMENT PLANS 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391Tel 952.426.7400 Fax 952.426.7440 C L E A R O U T U N D E R S T O R Y P L A N T M A T E R I A L / P R E S E R V E P L A N T S 1 . 5 " C A L . O R L A R G E R PRESERVE S H R U B ( 6 ) H E D G E 12 3 465789 1 0 1 1 1 2 1 3 1 4 1 5 44 45 46 4 7 4 8 5 0 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 6 6 6 7 LIMIT OF WORK L I M I T O F W O R K T R E E P R E S E R V A T I O N P L A N L - 0 0 3 D A T E : D R A W N B Y : C H E C K E D B Y : P R O J E C T N U M B E R : T H E A R C H I T E C T S H A L L B E D E E M E D T H E A U T H O R S A N D O W N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E A N D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D O T H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S O F T H E A T T A C H E D D O C U M E N T S . C O M P U T E R D I R E C T O R Y : 2 6 2 9 2 T O M W H I T L O C K , A S L A I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . R E G I S T R A T I O N N U M B E R : 4 0 1 N 2 n d A v e S u i t e 4 1 0 , M i n n e a p o l i s , M N 5 5 4 0 1 T e l 6 1 2 - 3 3 2 - 7 5 2 2 K H E N N T W H I T L O C K 1 1 / 0 1 / 2 0 1 7 1 7 1 9 5 . 0 C T E N O . D E S C R I P T I O N D A T E 1 6 0 % C I T Y R E V I E W 0 9 / 1 5 / 2 0 1 7 2 B I D S E T 1 1 / 0 1 / 2 0 1 7 B I D S E T N O R T H P A R K I N G R A M P E X P A N S I O N I M P R O V E M E N T P R O J E C T : 1 8 - 1 B I D S E T 3 9 3 6 - 3 9 4 0 M A R K E T S T R E E T E D I N A , M N 5 5 4 2 4 0 f e e t 3 2 1 " = 1 6 ' 1 6 4 8 S Y M B O L D E S C R I P T I O N Q T Y D E T A I L 3 - 6 " B O X - D E M O 3 - 6 " H A C K - D E M O 9 " B O X - D E M O 9 " B O X - D E M O 6 " H A C K - D E M O 4 " H A C K - D E M O 6 " H A C K - D E M O 1 5 " L O C - D E M O 5 " L O C - D E M O 5 " L O C - D E M O 5 " L O C - D E M O 3 " C R A B - D E M O 5 " L O C - D E M O 7 " L O C - D E M O N O L O N G E R O N S I T E 3 " E L M - P R O T E C T I N P L A C E 7 " A S H - P R O T E C T I N P L A C E 9 " A S H - P R O T E C T I N P L A C E 7 " A S H - P R O T E C T I N P L A C E 1 3 " E L M - P R O T E C T I N P L A C E 1 0 " A S H - P R O T E C T I N P L A C E 6 " M P L - D E M O 8 " B O X - P R O T E C T I N P L A C E 1 2 " H A C K - P R O T E C T I N P L A C E 8 " M P L - D E M O 1 2 " C O T - P R O T E C T I N P L A C E 4 " H A C K - P R O T E C T I N P L A C E 6 " B O X - N O L O N G E R O N S I T E 5 " E V G - D E M O 6 " B O X - P R O T E C T I N P L A C E 1 2 " B O X - P R O T E C T I N P L A C E 8 " C O T - D E M O 2 4 " C O T - D E M O 6 " C O T - D E M O 8 " B O X - D E M O 1 8 " B O X - D E M O 1 2 " B O X - D E M O 8 " B O X - D E M O 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 4 4 4 5 4 6 4 7 4 8 5 0 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 5 9 6 0 6 1 6 2 6 3 6 4 6 5 6 6 6 7 T R E E P R E S E R V A T I O N P L A N SITE SPECIFIC NOTES1. CONTRACTOR SHALL COORDINATE WITH THE OWNER, CITY OF EDINA, AND ADJACENT PROPERTY OWNERS BEFORE ANY SITE W O R K O R R E M O V A L O R S I T E P R E P I S C O M M E N C E D A L O N G T H E P R O P E R T Y BOUNDARYSITE REMOVAL NOTES3. EXISTING SITE INFORMATION WAS PROVIDED BY OTHERS. ACTUAL FIELD CONDITIONS MAY VARY. FIELD VERIFY UTILITY LOCA T I O N S A N D E L E V A T I O N S P R I O R T O C O N S T R U C T I O N . 4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAIL A B L E A N D A R E G I V E N F O R T H E C O N V E N I E N C E O F T H E C O N T R A C T O R . T H E LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF DEMOLITION ACTIVIT Y , T H E C O N T R A C T O R S H A L L N O T I F Y T H E U T I L I T Y C O M P A N I E S F O R O N S I T E LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT E X I S T I N G U T I L I T I E S O R S T R U C T U R E S L O C A T E D A T T H E W O R K S I T E . 5. CONTRACTOR TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION BY CALLING G O P H E R S T A T E O N E - C A L L A T 6 5 1 - 4 5 4 - 0 0 0 2 ( M E T R O ) O R 1 - 8 0 0 - 2 5 2 - 1 1 6 6 (OUT-STATE).6. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION O F U T I L I T I E S . T H E C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E U T I L I T Y COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES AND FEES WHICH A R E T O B E P A I D T O T H E U T I L I T Y C O M P A N Y F O R T H E I R S E R V I C E S . T H E CONTRACTOR IS RESPONSIBLE FOR PAYING FEES AND CHARGES.7. ALWAYS VERIFY BENCHMARK ELEVATIONS BETWEEN TWO BENCHMARKS.8. REMOVAL ITEMS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SPECIFIED OTHERWISE. THE CONTRACTOR IS RESP O N S I B L E F O R R E M O V I N G D E B R I S F R O M T H E S I T E A N D D I S P O S I N G T H E D E B R I S IN A LAWFUL MANNER PER LOCAL GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS REQ U I R E D F O R D E M O L I T I O N A N D D I S P O S A L . F A C I L I T I E S T O B E R E M O V E D S H A L L BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECI F I C A T I O N S . 9. PRIOR TO DEMOLITION, EROSION CONTROL DEVICES ARE TO BE INSTALLED WHERE NECESSARY AND OBTAIN AN NPDES STOR M W A T E R P E R M I T . R E F E R T O C I V I L F O R E R O S I O N C O N T R O L . 10. DAMAGE TO REMAINING EXISTING CONDITIONS WILL BE REPLACED AT CONTRACTOR'S EXPENSE AND SHALL BE EQUAL TO OR E X C E E D T H E Q U A L I T Y O F C O N S T R U C T I O N P R I O R T O D A M A G E . 11. CONTRACTOR SHALL PRESERVE VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIB L E F O R R E - S E E D I N G O R S O D D I N G A R E A S D I S T U R B E D B Y C O N S T R U C T I O N . 12. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THRO U G H F I E L D E X P L O R A T I O N S P R I O R T O C O N S T R U C T I O N . C O N T R A C T O R S H A L L REPORT TO THE LANDSCAPE ARCHITECT DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTO R S H A L L A L S O M A K E E X P L O R A T I O N E X C A V A T I O N S A N D L O C A T E E X I S T I N G UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECE S S A R Y B E C A U S E O F A C T U A L L O C A T I O N O F E X I S T I N G F A C I L I T I E S . CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND OTHER EXIST I N G L I N E S N O T O F R E C O R D O R N O T S H O W N O N T H E S E P L A N S . 13. EXISTING UTILITIES TO REMAIN IN PLACE UNLESS SPECIFICALLY MARKED ON THIS SHEET.EXISTING CONDITIONS &SITE REMOVAL NOTES N O R T H T O T A L T R E E S - 3 6 T O T A L T R E E S R E M O V E D - 2 4 T O T A L T R E E S P R E S E R V E D - 1 2 U P D N U P D N 5 C A - K S C - S 9 5 S E - A 5 S E - A 5 S E - A 1 0 S C - S C A - K 5 C A - K 5 1 4 S C - S 5 S E - A 5 C A - K 5 C A - K S C - S 9 5 S E - A S C - S 1 1 5 C A - K S E - A 5 9 S C - S C A - K 5 2 G L - T 1 G L - T 2 0 T A - M 4 6 T A - M S C - S 1 2 S C - S 7 G L - T 2 G L - T 3 1 2 ' - 0 " 1 2 ' - 0 " 1 2 ' - 0 " 5 S E - A 8 S C - S C A - K 5 S C - S 2 8 1 5 S C - S 6 C A - K P-01 P - 0 1 P - 0 1 R U N N I N G B O N D B O R D E R A R O U N D S I D E W A L K E D G E RUNNING BOND BORDERFLUSH WITH EDGE OFSTRUCTURE WHERE NEWAND EXISTING PAVERSMEET E D - 0 1 E D - 0 1 E D - 0 1 E D - 0 1 CONTRA C T O R T O C O O R D I N A T E P L A C E M E N T O F A L L TREES O U T S I D E O F P R O P E R T Y L I N E W / A D J A C E N T NEIGHB O R S A N D T H E C I T Y P R I O R T O I N S T A L L A T I O N C O N T R A C T O R T O C O O R D I N A T E P L A C E M E N T O F A L L T R E E S O U T S I D E O F P R O P E R T Y L I N E W / A D J A C E N T N E I G H B O R S A N D T H E C I T Y P R I O R T O I N S T A L L A T I O N PAVING PATTERN S H A L L M A T C H EXISTING, MODIFIED HE R R I N G B O N E PATTERN; HATCH SHO W N O N P L A N IS DI A G R A M A T I C EXISTING PAVERS TO REMAINGROUND TIER100' - 0"SECOND TIER110' - 10"THIRD TIER120' - 10"FOURTH TIER130' - 10"FIFTH TIER140' - 10" 7 4 P A - T 8 2 P A - T 6 9 V I N E 3 1 V I N E 6 5 V I N E 5 4 V I N E 4 6 V I N E 5 4 V I N E 5 4 V I N E 5 4 V I N E 4 5 V I N E PLANTER BOXASSEMBLY AND SPECPER ARCHITECTURE,TYP.SEE CIVIL EDGINGSYMBOLDESCRIPTIONQTYDETAILMATE R I A L P R O F I L E / A S S E M B L Y M A N U F A C T U R E R C O L O R / F I N I S H C O M M E N T S PAVER EDGE RESTRAINT240 LF 5/L-5003/16” T H K X 5 ” H S T E E L E D G E R S U R E - L O C O R E Q U A L B R O W N R E F E R T O M A N F . S P E C S F O R S T A K I N G A N D J O I N T I N G R E Q U I R E M E N T S PAVINGSYMBOLDESCRIPTIONQTYDETAILMATE R I A L P R O F I L E / A S S E M B L Y M A N U F A C T U R E R P R O D U C T / M O D E L C O L O R / F I N I S H C O M M E N T S PAVING TYPE - PERMEABLE PAVING IN HERRINGBONE 3,605 SF8CM, 4 . 8 7 5 " X 9 . 7 5 " S T A N D A R D , 4 . 8 7 5 " X 4 . 8 7 5 " H A L F ; C I T Y S T A N D A R D P A V I N G P A T T E R N I N T E R L O C K C O N C R E T E P R O D U C T S H O L L A R D E C O S E R I E S R A N G E 2 ( R E D / C H A R C O A L / B U F F ( S P E C I A L O R D E R ) C O O R D I N A T E S P E C I A L O R D E R W / S O U T H M A R K E T P R O J E C T P A V E R O R D E R ED-01P-01 MATERIALS CHEDULETREESCODEQTYBOTANICAL NAME / COMMON NAME S I Z E C O N T . N O T E S GL-T 8 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM / SKYLINE T H O R N L E S S H O N E Y L O C U S T 4 " C A L . B & B S I N G L E L E A D E R , W E L L B R A N C H E D TYPICAL TREE FOR 50TH AND FRANCE AREA TA-M 66 TAXUS X MEDIA / UPRIGHT YEW 6 ` H G T B & B SHRUBSCODEQTYBOTANICAL NAME / COMMON NAME S I Z E C O N T . N O T E S S P A C I N G CA-K 46 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATH E R R E E D G R A S S # 3 C O N T . P L A N T A S S H O W N O N P L A N 2 4 " o . c . SC-S 131 SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN` / BLUE HEAV E N L I T T L E B L U E S T E M # 3 C O N T . P L A N T A S S H O W N O N P L A N 2 4 " o . c . SE-A 35 SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM # 1 C O N T . P L A N T A S S H O W N O N P L A N 2 4 " o . c . VINE/ESPALIERCODEQTYBOTANICAL NAME / COMMON NAME S I Z E C O N T . N O T E S S P A C I N G PA-T 156 PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY # 3 C O N T . R E F E R T O A R C H I T E C T U R E F O R P L A N T E R D E T A I L 1 2 " o . c . VINE 477 TWINING GREEN WALL PLANTINGS # 1 C O N T . R E F E R T O A R C H I T E C T U R E F O R P L A N T E R D E T A I L 1 2 " o . c . 1/3 OF TOTAL QTY: ARISTOLOCHIA DURIOR1/3 OF TOTAL QTY: LONICERA X BROWNI `DROPMORE SWEE T ` 1/3 OF TOTAL QTY: CLEMATIS HYBRIDS PLANT SCHEDULE I R R I G A T I O N A L L P L A N T E D A R E A S S H A L L B E I R R I G A T E D W I T H D R I P I R R I G A T I O N S Y S T E M S ; R E F E R T O S P E C F O R I N S T A L L A T I O N A N D R E Q U I R E M E N T S L A N D S C A P E P L A N S A N D S C H E D U L E S L 1 0 0 D A T E : D R A W N B Y : C H E C K E D B Y : P R O J E C T N U M B E R : T H E A R C H I T E C T S H A L L B E D E E M E D T H E A U T H O R S A N D O W N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E A N D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D O T H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S O F T H E A T T A C H E D D O C U M E N T S . C O M P U T E R D I R E C T O R Y : 2 6 2 9 2 T O M W H I T L O C K , A S L A I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . R E G I S T R A T I O N N U M B E R : 4 0 1 N 2 n d A v e S u i t e 4 1 0 , M i n n e a p o l i s , M N 5 5 4 0 1 T e l 6 1 2 - 3 3 2 - 7 5 2 2 K H E N N T W H I T L O C K 1 1 / 0 1 / 2 0 1 7 1 7 1 9 5 . 0 C T E N O . D E S C R I P T I O N D A T E 1 6 0 % C I T Y R E V I E W 0 9 / 1 5 / 2 0 1 7 2 B I D S E T 1 1 / 0 1 / 2 0 1 7 B I D S E T N O R T H P A R K I N G R A M P E X P A N S I O N I M P R O V E M E N T P R O J E C T : 1 8 - 1 B I D S E T 3 9 3 6 - 3 9 4 0 M A R K E T S T R E E T E D I N A , M N 5 5 4 2 4 0 f e e t 3 2 1 " = 1 6 ' 1 6 4 8 L 2 0 0 S O U T H E L E V A T I O N - G R E E N W A L L P L A N T E R L O C A T I O N S L A N D S C A P E P L A N 1 L 2 0 0 2 0 f e e t 3 2 1 " = 1 6 ' 1 6 4 8 N O R T H L A N D S C A P E D E T A I L S A N D N O T E S L 5 0 0 D A T E : D R A W N B Y : C H E C K E D B Y : P R O J E C T N U M B E R : T H E A R C H I T E C T S H A L L B E D E E M E D T H E A U T H O R S A N D O W N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E A N D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D O T H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S O F T H E A T T A C H E D D O C U M E N T S . C O M P U T E R D I R E C T O R Y : 2 6 2 9 2 T O M W H I T L O C K , A S L A I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N , A N D T H A T I A M A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . R E G I S T R A T I O N N U M B E R : 4 0 1 N 2 n d A v e S u i t e 4 1 0 , M i n n e a p o l i s , M N 5 5 4 0 1 T e l 6 1 2 - 3 3 2 - 7 5 2 2 K H E N N T W H I T L O C K 1 1 / 0 1 / 2 0 1 7 1 7 1 9 5 . 0 C T E N O . D E S C R I P T I O N D A T E 1 6 0 % C I T Y R E V I E W 0 9 / 1 5 / 2 0 1 7 2 B I D S E T 1 1 / 0 1 / 2 0 1 7 B I D S E T N O R T H P A R K I N G R A M P E X P A N S I O N I M P R O V E M E N T P R O J E C T : 1 8 - 1 B I D S E T 3 9 3 6 - 3 9 4 0 M A R K E T S T R E E T E D I N A , M N 5 5 4 2 4 T R E E - S E E P L A N F O R S P E C I E S . L O W E S T B R A N C H M U S T B E M I N . 6 ' A B O V E S I D E W A L K E L E V A T I O N A T T H E T I M E O F P L A N T I N G . 6' MIN. P L A N T I N G S O I L S U B R A D E ; S E E C I V I L D R A W I N G S F O R C O N D I T I O N N O T E S : C O N T R A C T O R S H A L L M A I N T A I N T R E E S I N A P L U M B P O S I T I O N T H R O U G H O U T T H E W A R R A N T Y P E R I O D . W R A P T R E E T R U N K S O N L Y U P O N A P P R O V A L B Y L A N D S C A P E A R C H I T E C T . V A R I E S , 4 ' - 0 " M I N I N S T A L L T R E E W I T H R O O T F L A R E V I S I B L E A T T O P O F T H E R O O T B A L L . R E M O V E S O I L I N L E V E L M A N N E R F R O M T O P O F R O O T B A L L T O E X P O S E F I R S T 1 2 " O R L A R G E R M A I N O R D E R R O O T I F N E E D E D . S E T R O O T B A L L W I T H M A I N O R D E R R O O T 1 " A B O V E A D J A C E N T G R A D E . D O N O T C O V E R T O P O F R O O T B A L L W I T H S O I L . P L A C E N O M U L C H I N C O N T A C T W I T H T R E E T R U N K R E M O V E B U R L A P , T W I N E , R O P E A N D W I R E F R O M T O P H A L F O F R O O T B A L L T O P O F R O O T B A R R I E R 1 " A B O V E F I N I S H E D G R A D E T R E E P L A N T I N G I N S T R E E T S C A P E 3 / 4 " = 1 ' - 0 " 1 8 " D E E P L I N E A R R O O T B A R R I E R ( 1 ) G F C I E L E C T R I C A L O U T L E T W I T H I N U S E C O V E R P E R T R E E 6 " C L R P - 1 6 . 2 4 4 B - 1 0 1 EQ. C L C L C L C L E Q . N O T E : 1 . R E F E R T O P L A N T I N G S C H E D U L E F O R P L A N T S P A C I N G . 2 . S E E S P E C I F I C A T I O N S E C T I O N 3 2 - 9 3 0 0 " E X T E R I O R P L A N T S " F O R M O R E I N F O R M A T I O N . G R I D S P A C I N G L A Y O U T P L A N EQ. C L C L T R I A N G U L A R S P A C I N G L A Y O U T P L A N E Q . 1 2 P L A N T S P A C I N G U N L E S S O T H E R W I S E N O T E D O N P L A N T I N G S C H E D U L E 1 2 P L A N T S P A C I N G U N L E S S O T H E R W I S E N O T E D O N P L A N T I N G S C H E D U L E EDGE OF PLANT BED EDGE OF PLANT BED P L A N - P L A N T S P A C I N G 3 / 4 " = 1 ' - 0 " 3 P - 1 6 2 4 4 - 0 2 S E C T I O N - P A V E R E D G E R E S T R A I N T 6 " = 1 ' - 0 " P E R M E A B L E P A V E R - R U N N I N G B O N D A T A L L B O R D E R S P E R F O R A T E D S T E E L E D G E P A V E R R E S T R A I N T P O R O U S C O N C R E T E S U B A S E - S E E C I V I L 5 P - 1 6 . 2 4 4 B - 1 9 1 1 T R E E P L A N T I N G D E T A I L 3 / 4 " = 1 ' - 0 " 3 6 " R A D I U S DIG PLANTING PIT 4" TO 6" DEEPER THAN BOTTOM OF ROOT BALL U N D I S T U R B E D S U B G R A D E N O T E : C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R M A I N T A I N I N G T R E E S I N A P L U M B P O S I T I O N T H R O U G H O U T T H E W A R R A N T Y P E R I O D . W R A P T R E E T R U N K S O N L Y U P O N A P P R O V A L B Y L A N D S C A P E A R C H I T E C T . S E E S P E C I F I C A T I O N S E C T I O N R E L A T E D T O E X T E R I O R P L A N T I N G . E A C H T R E E S H A L L B E P L A N T E D S U C H T H A T T H E R O O T F L A R E I S V I S I B L E A T T H E T O P O F T H E R O O T B A L L . I F T H E R O O T F L A R E I S N O T V I S I B L E , T H E S O I L S H A L L B E R E M O V E D I N A L E V E L M A N N E R F R O M T H E R O O T B A L L T O W H E R E T H E F I R S T M A I N O R D E R R O O T ( 1 2 " D I A . O R L A R G E R ) E M E R G E S F R O M T H E T R U N K . S E T M A I N O R D E R R O O T 1 " H I G H E R T H A N A D J A C E N T G R A D E . D O N O T C O V E R T O P O F R O O T B A L L W I T H S O I L . P L A C E R O O T B A L L O N U N D I S T U R B E D O R C O M P A C T E D S O I L T A M P S O I L A R O U N D R O O T B A L L B A S E F I R M L Y W I T H F O O T P R E S S U R E S O T H A T R O O T B A L L D O E S N O T S H I F T 4 " B U I L T - U P E A R T H S A U C E R B E Y O N D E D G E O F R O O T B A L L P L A N T I N G P I T T O B E T W O T O F I V E T I M E S T H E D I A M E T E R O F T H E R O O T B A L L , S L O P E D C O M P A C T P L A N T I N G S O I L T O 8 5 P E R C E N T O F M A X I M U M D R Y U N I T W E I G H T A C C O R D I N G T O A S T M D 6 9 8 6 ' D I A M E T E R M U L C H R I N G R E M O V E B U R L A P , T W I N E , R O P E A N D W I R E F R O M T O P H A L F O F R O O T B A L L E D G E C O N D I T I O N V A R I E S ; R E F E R T O P L A N 4 " O R G A N I C M U L C H ; D O N O T P L A C E M U L C H I N C O N T A C T W I T H T R E E T R U N K S C A R I F Y S I D E S O F T R E E P I T W I T H S P A D E B Y H A N D T O B I N D W I T H P R E P A R E D S O I L P - 1 6 . 2 4 4 B - 2 0 2 P E R E N N I A L P L A N T I N G 1 " = 1 ' - 0 " P R E P A R E S O I L F O R T H E E N T I R E B E D 1'-6" 6 " M I N . S P A C I N G U N D I S T U R B E D S U B G R A D E S C A R I F Y S I D E S A N D B O T T O M O F E N T I R E B E D W I T H S P A D E B Y H A N D T O B I N D W I T H P L A N T I N G S O I L P L A N T I N G S O I L F O R P E R E N N I A L S C O N T A I N E R G R O W N M A T E R I A L S H A L L H A V E R O O T S H A N D L O O S E N E D E D G E C O N D I T I O N V A R I E S ; R E F E R T O P L A N 3 " M U L C H ; D O N O T P L A C E I N C O N T A C T W I T H P L A N T S T E M P - 1 6 . 2 4 4 B - 1 6 4 SITE AND LANDSCAPE NOTESSITE PREPARATION NOTES1. CONTRACTOR SHALL INSPECT THE SITE AND BECOMEFAMILIAR WITH EXISTING CONDITIONS RELATING TO THENATURE AND SCOPE OF WORK.2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TOTHE ATTENTION OF THE LANDSCAPE ARCHITECTDISCREPANCIES WHICH MAY COMPROMISE THE DESIGN ORINTENT OF THE LAYOUT.3. CONTRACTOR SHALL ASSURE COMPLIANCE WITHAPPLICABLE CODES AND REGULATIONS GOVERNING THEWORK AND MATERIALS SUPPLIED.4. CONTRACTOR SHALL PROTECT EXISTING ROADS,CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITEELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGETO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TOTHE OWNER.5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OFUNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDETHE NECESSARY PROTECTION FOR SAME BEFORECONSTRUCTION BEGINS (MINIMUM 10' CLEARANCE).6. CONTRACTOR SHALL COORDINATE THE PHASES OFCONSTRUCTION AND PLANTING INSTALLATION WITH OTHERCONTRACTORS WORKING ON SITE.7. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THATTRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OFEXISTING TREES TO REMAIN.8. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTERAND OTHER ELEMENTS ARE BASED UPON INFORMATIONSUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS.CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TOCONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OFSAME.9. HORIZONTAL AND VERTICAL ALIGNMENT OF PROPOSEDWALKS, TRAILS OR ROADWAYS ARE SUBJECT TO FIELDADJUSTMENT REQUIRED TO CONFORM TO LOCALIZEDTOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREEREMOVAL AND GRADING. CHANGES IN ALIGNMENT ANDGRADES MUST BE APPROVED BY THE LANDSCAPEARCHITECT PRIOR TO IMPLEMENTATION.10. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES INSITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANTESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLESITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTIONOF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENTOF WORK.11. CONTRACTOR IS RESPONSIBLE FOR ONGOINGMAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIMEOF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OFVANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TOSUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITYOF THE LANDSCAPE CONTRACTOR.12. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUNDON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTEDTO BE REMOVED OR ARE LOCATED IN AN AREA TO BEGRADED. QUESTIONS REGARDING EXISTING PLANTMATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT PRIOR TO REMOVAL.13. EXISTING TREES TO REMAIN, UPON DIRECTION OFLANDSCAPE ARCHITECT, SHALL BE FERTILIZED AND PRUNEDTO REMOVE DEAD WOOD, DAMAGED AND RUBBINGBRANCHES.14. CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTENREQUEST FOR THE SUBSTANTIAL COMPLETION INSPECTIONOF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TOSUBMITTING FINAL PAY REQUEST.15. CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLEAS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION,IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETIONOF CONSTRUCTION INSTALLATION AND PRIOR TOSUBSTANTIAL COMPLETION.16. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVERSCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST.SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVERNOTES.GRADING1. ROUGH GRADING AND FINISHED GRADING TO BE DONE BYOTHERS EXCEPT WHERE NOTED.2. GRADING LIMITS ARE DEFINED AS THE JUNCTURE OFPROPOSED GRADE WITH EXISTING GRADE UNLESS NOTEDOTHERWISE.3. GRADING LIMITS AND LIMITS OF WORK SHOWN ON PLAN AREONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BYLANDSCAPE ARCHITECT. WORK OUTSIDE OF THESE LIMITSWILL BE DONE AT LANDSCAPE CONTRACTORS EXPENSEUNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER INWRITING.4. FILL/CUT AS NECESSARY TO PROVIDE A 1% MINIMUM GRADEAWAY FROM BUILDINGS WITHIN LIMITS OF CONSTRUCTION.5. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS ASAPPROPRIATE OR AS INDICATED ON PLANS AND STOCKPILEFOR REUSE.6. OBTAIN SOIL SAMPLE FROM SALVAGED TOPSOIL STOCKPILEAND SUBMIT TO INDEPENDENT TESTING AGENCY FORANALYSIS.7. MAINTAIN A UNIFORM GRADE BETWEEN CONTOURS INAREAS TO BE GRADED UNLESS NOTED OTHERWISE.8. ELEVATIONS, IF SHOWN ARE FINISHED ELEVATIONS. SPOTELEVATIONS TAKE PRECEDENCE OVER CONTOURS.9. ADD EROSION CONTROL MEASURES IF GRADES GREATERTHAN 3:1 OR IF CONDITIONS WARRANT. REFER TO MNDOTSPECIFICATIONS FOR EROSION CONTROL.10. CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FORLOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS,PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURESBEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIROR REPLACE THE ABOVE IF DAMAGED DURINGCONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.11. CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROLMEASURES AS REQUIRED TO ENSURE THAT EROSION ISKEPT TO AN ABSOLUTE MINIMUM.12. PROVIDE TEMPORARY COVERING FOR CATCH BASINS ANDMAN HOLES UNTIL FINISHED GRADING IS COMPLETE.13. CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS ASNEEDED.14. PERIMETER SILT FENCE AND ROCK CONSTRUCTIONENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. REFER TO STATE SPECIFICATION S F O R AGGREGATE BASE AND SILT FENCE.15. CONTRACTOR SHALL INSTALL CATCH BASIN EROSI O N CONTROL MEASURES PER LOCAL POLLUTION CON T R O L AGENCY AND SPECIFICATIONS.16. WITHIN TWO WEEKS OF FINISHED SITE GRADING, D I S T U R B E D AREAS SHALL BE STABILIZED WITH SEED, SOD, MU L C H O R ROCK BASE.17. CONTRACTOR SHALL MAINTAIN EROSION CONTROLMEASURES, INCLUDING THE REMOVAL OF ACCUMU L A T E D SILT IN FRONT OF SILT FENCES AND EXCESS SEDI M E N T I N PROPOSED CATCH BASINS, FOR THE DURATION OFCONSTRUCTION.18. CONTRACTOR SHALL REMOVE EROSION CONTROLMEASURES AFTER VEGETATION IS ESTABLISHED A N D DISPOSE OF OFF SITE.PLANTING1. SPRING PLANT MATERIAL INSTALLATION IS FROM T H E A P R I L 15 TO JUNE 15.2. FALL CONIFEROUS PLANTING IS ACCEPTABLE FRO M A U G U S T 21 TO SEPTEMBER 30.3. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROM A U G U S T 15 UNTIL NOVEMBER 15.4. ADJUSTMENTS TO PLANTING DATES MUST BE APP R O V E D I N WRITING BY THE LANDSCAPE ARCHITECT.5. STAKE PROPOSED PLANTING LOCATIONS PER PLA N F O R REVIEW AND APPROVAL BY LANDSCAPE ARCHITEC T P R I O R TO INSTALL.6. PLANT MATERIAL SHALL COMPLY WITH THE CURRE N T EDITION OF THE AMERICAN STANDARD FOR NURSE R Y STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE,DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CAN E S A T T H E SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HA V E N O ' V ' CROTCHES AND SHALL BEGIN BRANCHING NO LOW E R T H A N 3' FEET ABOVE THE ROOT BALL. STREET AND BOUL E V A R D TREES SHALL BEGIN BRANCHING NO LOWER THAN 6 ' A B O V E PAVED SURFACE.7. INSTALL PLANT MATERIAL ONCE FINAL GRADING A N D CONSTRUCTION HAS BEEN COMPLETED IN THE IMM E D I A T E AREA.8. INSTALL PLANT MATERIALS PER PLANTING DETAIL S . 9. SUBSTITUTION REQUESTS FOR PLANT MATERIAL T Y P E & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE AR C H I T E C T FOR CONSIDERATION PRIOR TO BIDDING. ALLSUBSTITUTIONS AFTER BIDDING MUST BE APPROV E D B Y LANDSCAPE ARCHITECT AND ARE SUBJECT TO CO N T R A C T ADJUSTMENTS.10. ADJUSTMENTS IN LOCATION OF PROPOSED PLANTMATERIALS MAY BE NEEDED IN FIELD. LANDSCAPEARCHITECT MUST BE NOTIFIED PRIOR TO ADJUST M E N T O F PLANTS.11. FERTILIZE PLANT MATERIAL UPON INSTALLATION W I T H D R I E D BONE MEAL, OTHER APPROVED FERTILIZER MIXED I N W I T H THE PLANTING SOIL PER THE MANUFACTURER'SINSTRUCTIONS OR MAY BE TREATED FOR SUMMER A N D F A L L INSTALLATION WITH AN APPLICATION OF GRANULA R 1 0 - 0 - 5 OF 12 OZ. PER 2.5" CALIPER TREE AND 6 OZ. PER S H R U B WITH AN ADDITIONAL APPLICATION OF 10-0-10 THEFOLLOWING SPRING IN THE TREE SAUCER.12. INSTALL 18" DEPTH OF PLANTING SOIL IN AREAS RE C E I V I N G GROUND COVER, PERENNIALS, AND ANNUALS. PL A N T I N G SOIL SHALL CONSIST OF MnDOT 3877-C MODIFIED T O CONTAIN A MAXIMUM OF 30% SAND, A PH OF 7.1 MA X , O R A S OTHERWISE SPECIFIED IN THE PROJECT MANUAL.13. TREE WRAPPING MATERIAL SHALL BE TWO-WALLE D P L A S T I C SHEETING APPLIED FROM TRUNK FLARE TO FIRST B R A N C H . WRAP SMOOTH-BARKED DECIDUOUS TREES PLANT E D I N T H E FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPI N G AFTER MAY 1.14. APPLY PRE-EMERGENT HERBICIDE (PREEN OR APP R O V E D EQUAL) IN ANNUAL, PERENNIAL, AND SHRUB BEDSFOLLOWED BY SHREDDED HARDWOOD MULCH. RE F E R T O SPECIFICATIONS FOR ADDITIONAL INFORMATIONREGARDING USE OF HERBICIDES.15. STEMS SHOULD NOT BE IN DIRECT CONTACT WITH M U L C H . WATERING1. PLANTED MATERIALS SHALL BE WATERED BY TEMP O R A R Y MEANS UNTIL PLANTS ARE ESTABLISHED.2. TEMPORARY WATERING MEANS, METHODS, ANDSCHEDULING SHALL BE THE CONTRACTOR'SRESPONSIBILITY. REMOVE TEMPORARY WATERINGEQUIPMENT UPON PLANT ESTABLISHMENT.WARRANTY1. WARRANTY NEW PLANT MATERIAL THROUGH ONECALENDAR YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION. NO PARTIAL ACCEPTANCE WILL BECONSIDERED.IRRIGATION NOTES1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVID I N G A N IRRIGATION LAYOUT PLAN AND SPECIFICATION AS P A R T O F THE SCOPE OF WORK. SUBMIT LAYOUT PLAN AN D SPECIFICATIONS FOR APPROVAL BY THE LANDSCA P E ARCHITECT PRIOR TO ORDER AND/OR CONSTRUCTI O N . I T SHALL BE THE CONTRACTOR'S RESPONSIBILIT Y T O ENSURE THAT SODDED/SEEDED AND PLA N T E D AREAS ARE IRRIGATED PROPERLY, INCLUDING THO S E AREAS DIRECTLY AROUND AND ABUTTING BUILDIN G FOUNDATION.2. CONTRACTOR SHALL VERIFY (EXISTING) IRRIGATIO N S Y S T E M LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIG A T I O N PRIOR TO SUPPLYING SHOP DRAWINGS.3. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHIT E C T F O R INSPECTION AND APPROVAL OF AREAS RECEIVING D R I P IRRIGATION PRIOR TO INSTALLATION OF MULCH.4. CONTRACTOR SHALL PROVIDE THE OWNER WITH A N IRRIGATION SCHEDULE APPROPRIATE TO THE PROJ E C T S I T E CONDITIONS AND TO PLANTED MATERIAL GROWTHREQUIREMENTS.5. CONTRACTOR SHALL ENSURE THAT SOIL CONDITIO N S A N D COMPACTION ARE ADEQUATE TO ALLOW FOR PROP E R DRAINAGE AROUND THE CONSTRUCTION SITE. UND E S I R A B L E CONDITIONS SHALL BE BROUGHT TO THE ATT E N T I O N O F THE LANDSCAPE ARCHITECT PRIOR TO BEGINNIN G O F WORK. IT SHALL BE THE LANDSCAPE CONTRA C T O R ' S RESPONSIBILITY TO ENSURE PROPER SURFACE AN D SUBSURFACE DRAINAGE IN PLANTING AREAS. 4 ' - 0 " M i n . 8'-0"8'-0" C U R B 1 8 " D E E P L I N E A R R O O T B A R R I E R A L O N G E D G E S O F C U R B S A N D E D G E S O F P A V E R S A N D C O N C R E T E ( S E E S P E C I F I C A T I O N S ) P A V E M E N T T A M P S O I L A D J A C E N T T O R O O T B A R R I E R S T O S T A B I L I Z E T H E M N O T E S : 1 - R O O T B A R R I E R S S H A L L B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D R E C O M M E N D A T I O N S . 2 - R O O T B A R R I E R S S H A L L B E I N S T A L L E D W H E N R O O T B A L L I S L O C A T E D W I T H I N 8 ' O F P A V E M E N T . 3 " M a x R O O T B A R R I E R D E T A I L 1 / 2 " = 1 ' - 0 " 6 P - 1 6 . 2 4 4 B - 2 1 UP UP DN DN DN UP -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA A.3 A3002 A300 4 A300 1 A300 3 -8 EAST RETAIL 110 A700 1 EAST STAIR 112 STORAGE 108 STORAGE 106 ELEC/MECH 105 ELEV. EQUIP 103 WEST STAIR 104 SNOW CHUTE 101 TRASH ROOM CENTER STAIR 109 WEST RETAIL 101 MA T C H L I N E MA T C H L I N E 10 6 ' - 7 " 416' - 10 1/4" 11 4 ' - 1 1 " STORAGE 107 -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 B.8 B A AA A.3 A3002 A300 4 A300 1 A300 3 -8 A700 2 WEST STAIR 201 CENTER STAIR 202 EAST STAIR 203 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW MA T C H L I N E MA T C H L I N E 10 6 ' - 7 " 416' - 10 1/4" 11 4 ' - 1 1 " KEY PLAN LEVEL 1 - 97 STALLS KEY PLAN LEVEL 2 - 115 STALLS DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A201 LEVEL 1 & 2 OVERALL PLANS TD GS 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/16" = 1'-0"A201 1 LEVEL 1 1/16" = 1'-0"A201 2 LEVEL 2 NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 UP DN UP DN -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA A.3 A3002 A300 4 A300 1 A300 3 -8 A700 3EAST STAIR 301 CENTER STAIR 302 EAST STAIR 303 MECH SHAFT MA T C H L I N E MA T C H L I N E 10 6 ' - 7 " 422' - 1 3/8" 11 4 ' - 1 1 " -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA A.3 A3002 A300 4 A300 1 A300 3 -8 A700 4 WEST STAIR 401 CENTER STAIR 402 EAST STAIR 403 OPEN TO BELOW MECH SHAFT MA T C H L I N E MA T C H L I N E 10 6 ' - 7 " 422' - 1 3/8" 11 4 ' - 1 1 " KEY PLAN LEVEL 3 - 155 STALLS KEY PLAN LEVEL 4 - 156 STALLS DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A202 LEVEL 3 & 4 OVERALL PLANS Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/16" = 1'-0"A202 1 LEVEL 3 1/16" = 1'-0"A202 2 LEVEL 4 OPEN TO BELOW NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 3 4 5 6 7 8 C B.8 B A AA A.3 A300 4 A300 1 KEY PLAN LEVEL 4.5 - 24 STALLS DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A203 LEVEL 4.5 OVERALL PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/16" = 1'-0"A203 1 LEVEL 4.5 NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 UP DN -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 C B.8 B A AA 1 A304 1 A304 A.3 -8 A303 2 A301 1 A302 5 10' - 4 1/2"48' - 0"22' - 0" 1' - 6" 1' - 2" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 1' - 1 " 7' - 2 " 1' - 3 " 17 ' - 5 " 36 ' - 8 5 / 8 " 1' - 1 3 / 8 " 14 ' - 1 1 " 25 ' - 8 " 10 " 15 ' - 2 " 17' - 0"2 3/8"9' - 4"8' - 6" 7' - 6" 8' - 6" 8' - 6" 7' - 6" 8' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6"16' - 8" 16 ' - 0 " 11 " 3' - 1 1 " 8' - 6 " 9' - 0 " 8' - 6 " 9' - 0 " 5' - 10 1/4" 8' - 10" 8' - 10" 4' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 4" 1' - 0 " 8' - 6 " 8 ' - 6 " 8 ' - 6 " 1' - 1 0 " 4" 19 ' - 7 3 / 8 " 19 ' - 7 1 / 2 " 17 ' - 6 " 19 ' - 7 1 / 2 " 4 3 / 8 " 19 ' - 7 1 / 2 " 17 ' - 4 5 / 8 " 19 ' - 7 1 / 2 " A3024 2 A304 2 A304 3 A304 3 A304 4 A304 4 A304 ELEV. EQUIP 103 WEST STAIR 104 WEST RETAIL 101 STORAGE 108 10 1 C OPEN TO ABOVE MA T C H L I N E - SE E A 2 1 1 7' - 0 3/8" 8' - 10" 8' - 10" 8' - 10" 7' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 1' - 0 1/2" WEST TRASH 102 6' - 0 7/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 7 5/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 10 3/8" 6' - 4" 8' - 6" 1' - 6" 2' - 6" 8' - 6" 8' - 6" 2' - 6" 2' - 5" 8' - 6" 8' - 6" 2' - 7" 2' - 7" 8' - 6" 8' - 6" 2' - 5" 5' - 8" 8' - 6" 8' - 6" TY P . @ C O M P A C T S T A L L S 16 ' - 0 " 1' - 2"16' - 4 3/4" 1 18' - 0" STORAGE 107 18' - 0"18' - 8" 2' - 0 " 17 ' - 7 3 / 8 " 4 5 5 102A 18 ' - 0 " 1' - 8 " 22 ' - 1 0 " 18 ' - 0 " 18' - 8"3' - 4" 7' - 8" 1' - 4" 5' - 0" 2' - 6" 6"A303 3 M8-- 3-HR C C M8-- 3-HR W1 W2 6 7 12 9 6 A800 7 A800 4 12 12 12 7 10 6 ' - 2 " 10 " 1' - 2 " FU T U R E K N O C K - O U T P A N E L 24 ' - 0 " A402 1 16 17 17 22 22 2 W3 23 24 23 25 26 7 EXISTING BUILDING N.I.C. PROTECT F.F.E.= 887.5' EXISTING BUILDING N.I.C. PROTECT 25 MA T C H L I N E - SE E A 2 1 2 MA T C H L I N E - SE E A 2 1 1 MA T C H L I N E - SE E A 2 1 2 6 A304 6' - 0 " 31 32 7 37 10 1 A A3 A3 A2 A3 KEY PLAN LEVEL 1 - WEST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A211 LEVEL 1 - WEST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A211 1 LEVEL 1 - WEST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 DN UP UP 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA 1 A304 1 A304 A.3 A303 1 A301 2 A3021 1' - 2" 1' - 2" 22' - 0"22' - 0"22' - 0"17' - 4 1/4" 1' - 5 3/4" 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 1' - 0 " 18 ' - 8 " 4 ' - 4 " 3 0 ' - 1 " 3' - 5 " 1 2 ' - 7 " 28 ' - 0 " 15 ' - 2 " 10 " 10 " 16 ' - 0 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 11 4 ' - 1 1 " 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 96' - 8" 19 ' - 7 3 / 8 " 17 ' - 6 1 / 4 " 19 ' - 7 1 / 2 " 3 7 / 8 " 19 ' - 7 1 / 2 " 17 ' - 5 1 / 8 " 19 ' - 7 1 / 2 " 8' - 10" 8' - 4" 7' - 9 5/8" 7' - 10" 1' - 0 " 8' - 6 " 8 ' - 6 " 8 ' - 6 " 1' - 1 0 " 4" 19 ' - 7 3 / 8 " A3023 A302 11 A30212 A302 10 2 A304 2 A304 4 A304 4 A304 5 A304 5 A304 STORAGE 108 ELEC/MECH 105 STORAGE 106 EAST RETAIL 110 TRASH 111 EAST STAIR 112 CENTER STAIR 109 MA T C H L I N E - SE E A 2 1 1 8' - 10" 8' - 10" 1' - 0 1/2" 11 0 C 7' - 0 7/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5 1/8"13' - 7"5' - 4" 1 18' - 0"27' - 10"8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 1' - 4" 8' - 10" 8' - 10" 8' - 11" 8' - 6" 8' - 6" STORAGE 107 24 ' - 4 " 18 ' - 0 " 2' - 0 " 17 ' - 7 3 / 8 " 2' - 2 " 7' - 1 0 " 7 ' - 1 0 " 7 ' - 1 0 " 7 ' - 1 0 " 7 5 .1 ° 4 4 111A 3' - 4" 19' - 4" 8' - 8" 7' - 8" A303 4 6 8 7 9 A800 3 --- - 11 12 12 12 7 M8-- 3-HR M8-- 3-HR C C A700 1 5 5 5 102' - 2" -RAMP ADDITION- EAST 1617 17 17 7 22 1' - 7" 16' - 2" 24 23 23 2626 26 26 27 30 F.F.E.= 885.0' F.F.E.= 884.83' 13' - 7"5' - 4" 7 MA T C H L I N E - SE E A 2 1 2 MA T C H L I N E - SE E A 2 1 1 MA T C H L I N E - SE E A 2 1 2 A401 10 34 34 3' - 0" 11 0 A A2 A3 A3 GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. KEY PLAN LEVEL 1 - EAST END DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A212 LEVEL 1 - EAST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A212 1 LEVEL 1 - EAST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 DN UP -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 C B.8 B A AA 1 A304 1 A304 A.3 -8 A303 2 A301 1 A302 5 9' - 9 3/8" 6' - 6 5/8"22' - 0"20' - 1 3/4" 1' - 10 1/4" 22' - 0" 1' - 6" 1' - 2" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 1' - 6"16' - 4"22' - 0"22' - 0"22' - 0" 1' - 6" 1' - 2" 15' - 0"6' - 0" 1' - 2" 25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 1' - 2 " 15 ' - 2 " 10 " 40 ' - 7 " 1' - 1 3 / 8 " 36 ' - 8 5 / 8 " 17 ' - 3 1 / 2 " 1' - 4 1 / 2 " 7' - 2 " 1' - 1 " 21' - 6" 5' - 0 1/8" 7' - 6" 7' - 6" 7' - 6" 5 3/4" 7' - 10" 7' - 10" 8' - 3" 8' - 10" 8' - 10"3' - 0 " 8' - 6 " 8' - 0 " 8 ' - 6 " 7 ' - 6 " 2' - 7 " A3024 2 A304 2 A304 3 A304 3 A304 4 A304 4 A304 WEST STAIR 201 OPEN TO BELOW OPEN TO BELOW EXISTING ELEVATOR SHAFT 8' - 11" 7' - 6" 7' - 6" 8' - 6" 7' - 6" 8' - 6" 8' - 6" 7' - 6" 8' - 6" 6' - 4 3/4" 8' - 10" 8' - 10" 2' - 7 1/4" 8' - 3" 8' - 3" 9' - 3" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 1 3 7' - 6"7' - 6"7' - 6" 7' - 6"20' - 5"6' - 11" 8' - 3" 8' - 3" 9' - 3" 4' - 6" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 2 1/4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 19 ' - 7 1 / 2 " 17 ' - 6 1 / 8 " 19 ' - 7 1 / 2 " 3 7 / 8 " 19 ' - 8 " 20 ' - 1 1 7 / 8 " 16 ' - 0 " 7 5 ° 8' - 10" 8' - 10" 8' - 10" 8' - 10"8' - 10" 8' - 10" 21' - 9 3/4" 1' - 1 1 " 6 12 12 12 M8-- 3-HR M8-- 3-HR 13 10 6 ' - 2 " 85' - 4" - RAMP ADDITION- WEST 85' - 4" 3' - 7 1 / 2 " 5 5 5 5 5 5 15 18 ' - 0 " 18 ' - 0 " 23 ' - 6 " A401 1 19191919 18 MA T C H L I N E - -SE E A 2 1 3 EXISTING BUILDING N.I.C. PROTECT EXISTING BUILDING N.I.C. PROTECT MA T C H L I N E - -SE E A 2 1 4 MA T C H L I N E - -SE E A 2 1 3 MA T C H L I N E - -SE E A 2 1 4 A800 2 6 A304 A800 4 A800 7 A800 11 A801 11 D C C 36 36 A3 A3 A3 A3 KEY PLAN LEVEL 2 - WEST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A213 LEVEL 2 - WEST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A213 1 LEVEL 2 -WEST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 UP UP 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA 1 A304 1 A304 A.3 A303 1 A301 2 A3021 2' - 4"22' - 0"22' - 0"21' - 0"1' - 0" 1' - 0"17' - 4 1/4" 1' - 5 3/4" 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 1' - 0 " 18 ' - 8 " 4 ' - 4 " 3 0 ' - 1 " 3' - 5 " 40 ' - 7 " 15 ' - 2 " 10 " 1 0 " 16 ' - 0 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 11 4 ' - 1 1 " 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4"10" 8' - 10" 8' - 10" 6' - 1 5/8"16' - 2 1/4" 5' - 11 7/8" 8' - 6" 8' - 6" 5' - 0" 8' - 6" 8' - 6" 5' - 0" 8' - 6" 8' - 6" 3' - 7" 8' - 6"11' - 8 1/2"8' - 6" 4' - 0" 18 ' - 0 " 23 ' - 8 3 / 8 " 18 ' - 0 " 16 ' - 0 " 21 ' - 0 1 / 2 " 19 ' - 7 1 / 2 " 4 1 / 4 " 19 ' - 7 1 / 2 " 17 ' - 5 3 / 4 " 19 ' - 7 1 / 2 " 7 5 . 1 ° A3023 A302 11 A30212 A302 10 2 A304 2 A304 4 A304 4 A304 5 A304 5 A304 EAST STAIR 203 OPEN TO BELOW 135 SF CENTER STAIR 202 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 3 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 6" 18' - 11" 8' - 10"8' - 10" 8' - 10" 8' - 10" 8' - 10"20' - 5 3/4"7' - 10" 7' - 10" 7' - 10" 7' - 10" 1' - 1" 7' - 6" 7' - 6" 7' - 6" 9 1/2" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 8 1/4" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 3' - 0 5/8" 7 4 . 9 ° 1 6 9 12 12 13 5 5 14 18 13 18 ' - 0 " M8-- 3-HR M8-- 3-HR OPEN TO BELOW A700 2 15 55 1' - 7 " 9 9 9 19191919 102' - 2" -RAMP ADDITION- EAST 3 3/4" MA T C H L I N E - -SE E A 2 1 3 MA T C H L I N E - -SE E A 2 1 4 MA T C H L I N E - -SE E A 2 1 3 MA T C H L I N E - -SE E A 2 1 4 A800 2 A800 1 REV A800 3 15' - 2" C C D 36 A3 A3 A3 A3 KEY PLAN LEVEL 2 - EAST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A214 LEVEL 2 - EAST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A214 1 LEVEL 2 - EAST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 DN UP -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 C B.8 B A AA 1 A304 1 A304 A.3 -8 A303 2 A301 1 A302 5 16' - 4"22' - 0"22' - 0"22' - 0" 1' - 6" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 1' - 6" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 7' - 2 " 18 ' - 8 " 37 ' - 1 0 " 40 ' - 7 " 7 5 ° A302 7 2 A304 2 A304 3 A304 3 A304 4 A304 4 A304 OPEN TO BELOW MECH SHAFT EAST STAIR 301 EXISTING ELEVATOR SHAFT MA T C H L I N E - SE E A 2 1 6 18' - 0" 1' - 7" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 3' - 7 1/2" 22' - 0"7' - 8 7/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 7' - 3 3/4" 7' - 10" 7' - 10" 8' - 3" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 8 7/8" 8' - 2 7/8" 8' - 3" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 1 3 EXISTING RAMP 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" OPEN TO BELOW 19 ' - 7 1 / 2 " 17 ' - 7 " 19 ' - 7 5 / 8 " 19 ' - 7 1 / 2 " 21 ' - 3 1 / 4 " 19' - 8"18' - 0"9' - 5 1/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 2' - 0 3/4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 19 ' - 7 1 / 2 " 19 ' - 7 1 / 2 " 8 3 / 8 " 8' - 6 " 8 ' - 6 " 8 ' - 5 1 / 2 " 8 ' - 1 0 " 2' - 4 3 / 8 " 8' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 5 ' - 1 5 / 8 " 6 12 12 12 18 18 13 13 13 13 19191919 5 5 5 5 528 7 29 A402 6 EXISTING BUILDING N.I.C. PROTECT EXISTING BUILDING N.I.C. PROTECT 28ROOF BELOW SEE A600 13 MA T C H L I N E - SE E A 2 1 5 MA T C H L I N E - SE E A 2 1 6 MA T C H L I N E - SE E A 2 1 5 2' - 0 " A800 2 A800 6 36 36 KEY PLAN LEVEL 3 - WEST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A215 LEVEL 3 - WEST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A215 1 LEVEL 3 - WEST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY A3 NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 UP UP UP 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA 1 A304 1 A304 A.3 A303 1 A301 2 A3021 1' - 2" 1' - 2" 22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 1' - 5 3/4" 4' - 7 3/8" 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 1' - 0 " 18 ' - 8 " 3 ' - 6 " 34 ' - 4 " 56 ' - 7 " 10 " 16 ' - 0 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3" 2' - 4" 22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4"6' - 1 1/8" 3 S T A L L S A T 8 ' - 6 " 25 ' - 6 " 1' - 1 0 " 1 ' - 6 " 8' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 8' - 1 0 " 1' - 1 1 3 / 8 " 18 ' - 0 " 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 3' - 5 1/4" 8' - 6" 8' - 6"20' - 6" 7 5 ° 7 5 ° 7 5 ° 19 ' - 7 1 / 2 " 16 ' - 1 0 " 20 ' - 0 1 / 2 " 19 ' - 9 1 / 2 " 17 ' - 4 3 / 8 " 19 ' - 7 1 / 2 " A302 11 A30212 A302 10 2 A304 2 A304 4 A304 4 A304 5 A304 5 A304 CENTER STAIR 302 EAST STAIR 303 MECH SHAFT MA T C H L I N E - SE E A 2 1 6 8' - 10" 8' - 10" 8' - 10" 4' - 6" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10"20' - 0 3/4"8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 4 1/4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 17' - 9 3/8" 19' - 7 1/2" 8' - 10" 8' - 10" 8' - 10" 3' - 11 3/8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 4' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 5 3/4" 7' - 10" 7' - 10" 7' - 10" 5' - 5 5/8"14' - 8" 3 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 1 2' - 3 " 6 9 12 12 19 5 7 28 18 18 5555 131313131919191919 A700 3 102' - 2" -RAMP ADDITION- EAST 11 4 ' - 1 1 " 30 3 A ROOF BELOW SEE A60028 MA T C H L I N E - SE E A 2 1 5 MA T C H L I N E - SE E A 2 1 6 MA T C H L I N E - SE E A 2 1 5 A800 5 A800 2 REV. A3 KEY PLAN LEVEL 3 - EAST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A216 LEVEL 3 - EAST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A216 1 LEVEL 3 - EAST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL ALTERNATE KEYNOTES TAG KEYNOTE A2 ALUMINUM STOREFRONT ASSEMBLIES AT RETAIL BOXES TO BE PRICED SEPARATELY AS PART OF ADD ALTERNATE #2 A3 RETAIL BOX TO BE PRICE SEPERATELY AS PART OF ADD ALTERNATE #3; INTERIOR BLOCK WALLS, FOUNDATIONS, DOORS, RAMP, EXTERIOR METAL PANEL WALL, EXTERIOR CANOPY NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 DN -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 C B.8 B A AA 1 A304 1 A304 A.3 -8 A301 1 A302 5 16' - 4"22' - 0"20' - 1 3/4" 1' - 10 1/4"22' - 0" 1' - 6" 1' - 2" 1' - 2" 20' - 0"2" 10" 1' - 2" 23' - 1" 1' - 2" 1' - 2" 1" 1' - 2" 1' - 2" 15' - 11" 1' - 2" 1' - 2" 18' - 2" 1' - 2" 1' - 2" 18' - 2" 1' - 2" 1' - 2" 18' - 2" 1' - 2" 1' - 2" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 1' - 6" 16' - 4"22' - 0"22' - 0"22' - 0"2' - 8" 15' - 0"7' - 2"25' - 5"2' - 5"18' - 3"20' - 6"20' - 6"20' - 6" 15 ' - 2 " 10 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 7' - 2 " 1' - 1 " 16 ' - 0 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 7' - 2 " 7 5 .2 ° 2 A304 2 A304 3 A304 3 A304 4 A304 4 A304 A701 3 WEST STAIR 401 MECH SHAFT EXISTING ELEVATOR SHAFT OPEN TO BELOW MA T C H L I N E - SE E A 2 1 8 401A 18 ' - 0 " 2' - 3 3 / 8 " 8' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 4 ' - 4 " 8 ' - 1 0 " 8 ' - 1 0 " 10 " 8' - 6 " 8 ' - 6 " 2' - 0 " 8' - 6" 8' - 10" 8' - 10" 8' - 10" 11' - 3 5/8"19' - 8" 1' - 3 1/8" 8' - 6" 8' - 6" 10 3/8" 18' - 4"10 5/8"7' - 10" 7' - 10" 7' - 10" 7' - 10" 8' - 3" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 7' - 8 1/4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 3" 8' - 10" 8' - 10" 4' - 3 1/4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 5 1/8" 7' - 10" 7' - 10" 7' - 10" 7' - 10" 8' - 4" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 3" 7' - 10" 12 12 12 20 21 7 528 5 5 5 5 10 6 ' - 2 " 2' - 0 " 85' - 4" - RAMP ADDITION- WEST 13 13 13 13 13 19 18 18 28 MA T C H L I N E - SE E A 2 1 9 MA T C H L I N E - SE E A 2 1 8 MA T C H L I N E - SE E A 2 1 9 A402 5 A800 2 36 36 KEY PLAN LEVEL 4 - WEST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A217 LEVEL 4 - WEST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A217 1 LEVEL 4 - WEST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 UP UP DNDN 4 5 6 7 8 9 10 11 12 13 14 15 16 C B.8 B A AA 1 A304 1 A304 A.3 A303 1 A301 2 A3021 1' - 2" 1' - 2" 18' - 2" 1' - 2" 1' - 2" 15' - 10" 1' - 2" 11 5/8" 18' - 6 3/4" 2' - 1 5/8" 18' - 2" 1' - 2" 1' - 2" 18' - 2" 1' - 2" 1' - 2" 15' - 11" 1' - 2" 1' - 2" 1' - 2" 22' - 0"22' - 0"22' - 0"14' - 4" 1' - 10" 17' - 4 1/4" 1' - 5 3/4" 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4" 1' - 0 " 18 ' - 8 " 3 ' - 6 " 34 ' - 4 " 40 ' - 7 " 16 ' - 0 " 10 " 6' - 2 " 16 ' - 0 " 40 ' - 7 " 37 ' - 1 0 " 18 ' - 8 " 7' - 2 " 20' - 6"18' - 2"20' - 6"20' - 6"20' - 6"18' - 3"2' - 4"22' - 0"22' - 0"22' - 0"16' - 2"17' - 4 1/4"6' - 1 1/8" 4' - 7 3/8" 21 ' - 2 3 / 8 " 4 S T A L L S A T 8 '-6 " 3 4 ' - 0 " 1 0 1 /8 " 8 ' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 7 5 ° 7 5 ° 1 9 ' - 7 1 /2 " 1 7 ' - 0 7 /8 " 1 9 ' - 7 1 /2 " 7 5 ° 7 5 ° 6' - 9 3/8" 2 ' - 8 3 /8 " 2 A304 2 A304 4 A304 4 A304 5 A304 5 A304 CENTER STAIR 402 EAST STAIR 403 MECH SHAFT MA T C H L I N E - SE E A 2 1 8 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 6' - 0"15' - 4"4' - 9 3/8"18' - 0" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 10" 18' - 0" 1 9 ' - 7 1 /2 " 1 7 ' - 4 1 /2 " 1 9 ' - 7 1 /2 " 20' - 1 3/8"18' - 0" 8' - 10" 8' - 3" 7' - 10" 7' - 10" 4' - 2 1/8" 7' - 10" 8' - 3" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 8 3/4"20' - 5"8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 8" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 10" 8' - 3" 7' - 10" 7' - 10" 7' - 10" 4' - 2" 8' - 3" 8' - 10" 8' - 10" 1 9 ' - 7 3 /8 " 1 7 ' - 2 " 1 9 ' - 7 1 /2 " 9 12 12 7 7 5 13 19 5 5 5 5 13 13 13 13 18 18 A700 4 A701 1 28 28 MA T C H L I N E - SE E A 2 1 9 MA T C H L I N E - SE E A 2 1 8 MA T C H L I N E - SE E A 2 1 9 A800 2 REV. 21 A800 5 38 KEY PLAN LEVEL 4 - EAST END GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A218 LEVEL 4 - EAST END PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A218 1 LEVEL 4 - EAST END FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 DN 3 4 5 6 7 8 C B.8 B A AA 1 A304 1 A304 A.3 A303 2 2 A304 2 A304 4 A304 4 A304 A701 2 CENTER STAIR 501 40 2 A 8' - 10" 8' - 10" 8' - 10" 8' - 10" 5' - 2 7/8" 8' - 10" 8' - 10" 5' - 6 1/4"19' - 6"18' - 0" 1 9 ' - 7 3 /8 " 1 7 ' - 5 " 1 9 ' - 7 3 /8 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 1 6 ' - 6 1 /8 " 19' - 7 1/2" 1' - 5" 8' - 6" 8' - 6" 1' - 0" 8' - 10" 8' - 10" 8' - 10" 2' - 5" 8' - 10" 8' - 10" 8' - 10" 2 ' - 1 1 /8 " 8 ' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 8 ' - 1 0 " 1 9 ' - 5 7 /8 " 19' - 7 1/2"18' - 2 1/2" 10 12 55 33 33 35 38 KEY PLAN LEVEL 4.5 - 24 STALLS GENERAL PROJECT NOTES 1. COORDINATE ALL DIMENSIONS WITH STRUCTURAL PLANS 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. ALL STRIPING TO BE 4" WIDE, PAINTED WHITE AND YELLOW- VERIFY LCOATIONS WITH CITY. 4. SEE CODE PLANS FOR RATED WALL LOCATIONS AND EXTENTS. 5. DIAGONAL "NO PARKING" STRIPING TO BE AT 45 DEGREES, 24" O.C. AS SHOWN ON PLANS. 6. F.D. INDICATES FLOOR DRAIN, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE STRUCTURAL DRAWINGS FOR RAMP SLOPE. 8. ELEVATION 100'-0" IS EQUAL TO 885'-8" ON CIVIL PLANS 9. RWL INDICATES RAIN WATER LEADER LOCATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ALL RWLs THAT DROP IN PARKING AREAS ARE REQUIRED TO HAVE A GUARD. 10. ALL INTERIOR ELEMENTS OF THE PARKING GARAGE (I.E. COLUMNS, BACKSIDE OF VEHICLE CRASH BARRIER WALLS, BEAMS, UNDERSIDE OF DECK, EXPOSED CONDUIT, ETC.) SHALL BE PAINTED WHITE FROM ABOVE PARKING DECK FLOOR. 11. PATCH AND REPAIR EXISTING CONCRETE SLAB AT MODIFIED COLUMN FOOTING LOCATIONS. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A219 LEVEL 4.5 PLAN Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A219 1 LEVEL 4.5 Enlarged Plan FLOOR PLAN KEYNOTES TAG KEYNOTE 16 6" H x 12" D CONCRETE CURB 17 TRASH/RECYCLING BY OTHERS 18 HORIZONTAL EXPANSION JOINT- SEE STRUCTURAL 19 EXISTING METAL LOUVER- PAINT 20 PANELIZED METAL PERF ATTACHED TO CONCRETE STRUCTURE 21 EXISTING PARKING COUNT SIGN TO REMAIN 22 RETAINING WALL - SEE CIVIL 23 NEW SIDEWALK PAVING- SEE CIVIL 24 NEW CONCRETE APRON- SEE CIVIL 25 SLAB ON GRADE- SEE CIVIL 26 SEE CIVIL FOR SITE WORK 27 RAISED CONCRETE WALKWAY 28 PANELIZED PERFORATED METAL PANEL WITH PLANTER 29 REMOVABLE METAL GUARD 30 ELECTRICAL TRANSFORMER- SEE ELECTICAL 31 SIMULATED WOOD COMPOSITE FENCE WITH GATE 32 SIMULATED WOOD COMPOSITE FENCE 33 NEW BARRIER STRAND RAILING(S) - SEE STRUCTURAL FOR DETAILS 34 SIDEWALK CURB RAMP WITH WARNING PLATE 35 PROVIDE LEVEL CONCRETE WASH AT DOOR 36 EXISTING EXPANSION JOINT- REPAIR AS REQUIRED 37 NEW POWER POLE - SEE CIVIL 38 PROVIDE TRAFFIC COATING 5'-0" OUT FROM WALL/DOOR FLOOR PLAN KEYNOTES TAG KEYNOTE 1 EXISTING PT SLAB TRANSITION 2 RE-STRIPE EXISTING PARKING AREAS AS SHOWN, ANGLED STALLS ARE TO BE 75 DEGREES TYP. 3 HATCH REGION INDICATES HD TRAFFIC COATING OVER ENCLOSED SPACE BELOW; IF COATING ABUTS CURB, WRAP COATING UP VERTICAL FACE OF CURB, THE EXTENT OF TRAFFIC COATING SHOULD END IN CLEAN LINES 4 STRUCTURAL STOOP 5 SCREENING ELEMENT SUSPENDED OFF EXISTING STRUCTURE- SEE SHEET A401 6 EXISTING BOLLARD- PAINT 7 NEW 6" METAL BOLLARD PLASTIC COVERS 8 EXISTING SURFACE MOUNT POST 9 EXISTING MTL. RAILING- PAINT 10 NEW MTL. RAILING- PAINT 11 EXISTING CHAIN LINK FENCE AND GATES 12 WALL MOUNTED FIRE EXTINGUISHER CABINET 13 PANELIZED METAL PERF ON NORTH SIDE TO BE INSTALLED AT PROJECT COMPLETION. PROVIDE PRICING FOR ALLOWANCE. COORDINATE FINAL LOCATIONS/SIZE WITH CITY 14 PREFABRICATED METAL SUNSHADE 15 CAST IN PLACE VEHICLE CRASH WALL IN FRONT OF CMU WALL- SEE STRUCTURAL NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 BR-1 BRICK 1 - BRICK - SIZE, COLOR, AND COURSING TO MATCH EXISTING EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE 1 - 36"W x 24"T CAST STONE, COLOR BUFFSTONE CSTN-2 CAST STONE 2 - CAST STONE CAP, COLOR TO MATCH CST-1 MTL-1 METAL 1 - PREFINISHED METAL; COLOR: SILVER METALLIC MTL-2 METAL 2 - PREFINISHED METAL; COLOR: EXTRA DARK BRONZE PMP-1 PERFORATED METAL PANEL - TYPE 1 - CUSTOM PATTERN WITH POWDER COATED FINISH PMP-2 PERFORATED METAL PANEL - TYPE 2 PATTERN (20% OPEN AREA OR LESS) PMP-3 PERFORATED METAL PANEL - "LIVING SCREEN" WIRE MESH PMP-4 PERFORATED METAL PANEL - 3/16" DIA ROUND HOLES ON 1/4" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (51% OPEN AREA) PT-1 PAINTED CONCRETE/CMU; COLOR TO MATCH EXISTING "TAN" PRECAST COLOR WD-1 WOOD SOFFIT PANELS MTL-3 METAL 3 - PREFINISHED METAL COPING AND TRIM; COLOR: TO MATCH MTL-2 MTL-4 METAL 4 - WOOD-LOOK EXTRUDED ALUMINUM LOUVERS; COLOR: LIGHT CHERRY ASF-1 ALUMINUM STOREFRONT SYSTEM; COLOR EXTRA DARK BRONZE BLK-1 BURNISHED BLOCK 1 - 8" x 16", COLOR ANCHOR MIDNIGHT, RUNNING BOND PATTERN BLK-2 BURNISHED BLOCK 2 - 8" x 16", COLOR ANCHOR SAHARA, RUNNING BOND PATTERN PT-2 PAINTED CONCRETE/CMU; COLOR: CHARCOAL GREY CSTN-3 CAST STONE 3 - WINDOW SURROUND CAST STONE TRIM, CUSTOM COLOR/PROFILE CSTN-4 CAST STONE 4 - 36"W x 24"T CAST STONE, COLOR TO MATCH CST-3 ASF-2 ALUMINUM STOREFRONT SYSTEM; COLOR CLEAR ANODIZED PT-3 PAINTED CONCRETE/CMU; COLOR: BROWN TO MATCH BR-1 PT-4 PAINTED CONCRETE/CMU; COLOR: WHITE PT-5 PAINTED CONCRETE/CMU; COLOR: LIME GREEN TO MATCH EXISTING PT-6 PAINTED CONCRETE/CMU; COLOR: BLACK PMP-5 PERFORATED METAL PANEL - 1/2" DIA ROUND HOLES ON 11/16" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (48% OPEN AREA) GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-8 1 A305 2 A307 MA T C H L I N E MA T C H L I N E 2 A305 3 A305 4 A305 5 A305 1 A306 2 A306 3 A306 4 A306 1 A307 3 A3075 A306 BR-1 BR-1 PMP-1 CST-1 PMP-2 ASF-2 MTL-1 MTL-2 MTL-4 PMP-3MTL-2 MTL-2 MTL-4 PMP-1 ASF-2 MTL-1 PMP-3 PMP-2 MTL-2 CST-2 ASF-1 RAMP ADDITION - WEST EXISTING RAMP RAMP ADDITION - EAST PT-1 BLK-1BLK-1 3 A308 6 A306 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" CB.8BAAAA.3 4 A307 1 A308 2 A308 CST-2 CST-1 PT-1 BLK-2 PT-1 CST-3 CST-4 BLK-2 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" C B.8 B A AAA.3 4 A308 BR-1 PT-1 PT-1 MTL-2 PT-2 PMP-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -9-7-6-5-4-3-2-112345678910111213141516 -8 MA T C H L I N E MA T C H L I N E 1 A309 2 A309 3 A309 4 A309 PT-1 PMP-4 PMP-4 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 BR-1 PT-1 PT-1 PT-1 PT-1 PMP-4 PT-1 PMP-5 PT-1 PMP-4 PT-1 PT-1 RAMP ADDITION - EAST EXISTING RAMP RAMP ADDITION - WEST PMP-4 PT-3PT-3 PMP-5 PMP-5 PMP-5 DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A300 EXTERIOR BUILDING ELEVATIONS Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/16" = 1'-0"A300 1 SOUTH ELEVATION - NEW 1/16" = 1'-0"A300 2 EAST ELEVATION - NEW 1/16" = 1'-0"A300 3 WEST ELEVATION - NEW 1/16" = 1'-0"A300 4 NORTH ELEVATION - NEW PAINT CMU TO MATCH CST-4 NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -9 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5-8 MA T C H L I N E MA T C H L I N E 1 A305 2 A305 3 A305 4 A305 1 A306 2 A306 1 A307 3 A304 3 A304 4 A304 4 A304 PMP-1 PT-2 EXISTING BUILDING NOT IN SCOPE PMP-1 GATES ASF-2 MTL-1 WD-1 ASF-2 MTL-1 PMP-2 BR-1 MTL-4 MTL-2 MTL-3 BR-1 BR-1 BR-1 CSTN-2 CSTN-2 PMP-3 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 W1 - --- A401 2 A402 2 BLK-1 W3 FDC CONNECTION W/ OWNER PROVIDED SIGNAGE AND LOCKING PLUGS 3 ' - 0 " SIMULATED WOOD COMPOSITE FENCE FDC CONNECTION W/ OWNER PROVIDED SIGNAGE AND LOCKING PLUGS GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" 4 5 6 7 8 9 10 11 12 13 14 15 16 MA T C H L I N E MA T C H L I N E 2 A307 5 A305 3 A306 4 A306 3 A307 5 A306 4 A304 4 A304 BR-1 CSTN-2 PMP-3 BR-1 MTL-4 MTL-2 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 PMP-3 PMP-2 MTL-2 ASF-2 MTL-1 WD-1 ASF-2 MTL-1 CSTN-1 CSTN-2 ASF-1 W4 W8 W8 W7W8W8 W7 W8 W8 W7W8W8 - --- 3 A308 6 A306 BLK-1BLK-1 PT-1 W6 1 0 ' - 0 " 10" BUILDING ADDRESS NUMBERS; FINISH - EXTRA DARK BRONZE FDC CONNECTION W/ OWNER PROVIDED SIGNAGE AND LOCKING PLUGS FDC CONNECTION W/ OWNER PROVIDED SIGNAGE AND LOCKING PLUGS FDC CONNECTION W/ OWNER PROVIDED SIGNAGE AND LOCKING PLUGS 3 ' - 0 " 3 ' - 0 " BR-1 BRICK 1 - BRICK - SIZE, COLOR, AND COURSING TO MATCH EXISTING EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE 1 - 36"W x 24"T CAST STONE, COLOR BUFFSTONE CSTN-2 CAST STONE 2 - CAST STONE CAP, COLOR TO MATCH CST-1 MTL-1 METAL 1 - PREFINISHED METAL; COLOR: SILVER METALLIC MTL-2 METAL 2 - PREFINISHED METAL; COLOR: EXTRA DARK BRONZE PMP-1 PERFORATED METAL PANEL - TYPE 1 - CUSTOM PATTERN WITH POWDER COATED FINISH PMP-2 PERFORATED METAL PANEL - TYPE 2 PATTERN (20% OPEN AREA OR LESS) PMP-3 PERFORATED METAL PANEL - "LIVING SCREEN" WIRE MESH PMP-4 PERFORATED METAL PANEL - 3/16" DIA ROUND HOLES ON 1/4" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (51% OPEN AREA) PT-1 PAINTED CONCRETE/CMU; COLOR TO MATCH EXISTING "TAN" PRECAST COLOR WD-1 WOOD SOFFIT PANELS MTL-3 METAL 3 - PREFINISHED METAL COPING AND TRIM; COLOR: TO MATCH MTL-2 MTL-4 METAL 4 - WOOD-LOOK EXTRUDED ALUMINUM LOUVERS; COLOR: LIGHT CHERRY ASF-1 ALUMINUM STOREFRONT SYSTEM; COLOR EXTRA DARK BRONZE BLK-1 BURNISHED BLOCK 1 - 8" x 16", COLOR ANCHOR MIDNIGHT, RUNNING BOND PATTERN BLK-2 BURNISHED BLOCK 2 - 8" x 16", COLOR ANCHOR SAHARA, RUNNING BOND PATTERN PT-2 PAINTED CONCRETE/CMU; COLOR: CHARCOAL GREY CSTN-3 CAST STONE 3 - WINDOW SURROUND CAST STONE TRIM, CUSTOM COLOR/PROFILE CSTN-4 CAST STONE 4 - 36"W x 24"T CAST STONE, COLOR TO MATCH CST-3 ASF-2 ALUMINUM STOREFRONT SYSTEM; COLOR CLEAR ANODIZED PT-3 PAINTED CONCRETE/CMU; COLOR: BROWN TO MATCH BR-1 PT-4 PAINTED CONCRETE/CMU; COLOR: WHITE PT-5 PAINTED CONCRETE/CMU; COLOR: LIME GREEN TO MATCH EXISTING PT-6 PAINTED CONCRETE/CMU; COLOR: BLACK PMP-5 PERFORATED METAL PANEL - 1/2" DIA ROUND HOLES ON 11/16" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (48% OPEN AREA) DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A301 ENLARGED EXTERIOR BUILDING ELEVATIONS Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A301 1 SOUTH ELEVATION - Enlarged West End 1/8" = 1'-0"A301 2 SOUTH ELEVATION - Enlarged East End NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" CB.8BAAA 1 A304 1 A304 A.3 4 A307 1 A308 2 A308 2 A304 2 A304 CSTN-1 CSTN-2 BLK-2 PT-1 ART FRAME BY OWNER PT-1 - --- CSTN-3 CSTN-4 BLK-2 CSTN-1 CANOPY BEYOND PAINT CMU TO MATCH CSTN-4 6" MTL BOLLARDS WITH PLASTIC COVERS PT-3 PT-3 6" MTL BOLLARDS WITH PLASTIC COVERS CSTN-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" C B.8 B A AA 1 A304 1 A304 A.34 A308 2 A304 2 A304 PT-1 PT-1 MTL-2 PT-2 PMP-1PT-1 A402 3 FUTURE KNOCK OUT PANEL 24' - 0" MTL-2 CONTROL JOINT EXPANSION JOINT GROUND TIER 100' - 0" SECOND TIER 110' - 10" AAA MTL-1 ASF-2 W2 BLK-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" AAA W5 MTL-1 ASF-2 BLK-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" AA.3 4 A307 CSTN-2 ASF-1 MTL-3 WD-1 CSTN-1 CSTN-1 - --- PMP-2 W7W8W8 W9 W10 W10 ASF-1 ROOF DRAIN LEADER CSTN-1 CSTN-2 6" BOLLARDS WITH PLATIC COVER 6" BOLLARDS WITH PLATIC COVER PLANTER GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" A AA A.3 MTL-2 MTL-4 CST-2 BR-1 --- - PT-4 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -5-4-3-2 1 A307 MTL-4 ASF-1 PT-1 W11 - --- PREFINISHED MTL SCUPPER AND DOWNSPOUT GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" A A.3 MTL-2 MTL-4 CSTN-2 BR-1 ASF-1 PT-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" A MTL-2 MTL-4 CSTN-2 BR-1 PT-1 PREFINISHED MTL SCUPPER AND DOWNSPOUT GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" 672 A307 MTL-2 PT-1 ASF-1 BR-1 CSTN-2 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" A BR-1 MTL-4 CSTN-2 MTL-2 PT-1 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" 1516 CSTN-2 CSTN-1 CSTN-1 ASF-1 6" MTL BOLLARDS WITH PLASTIC COVERS TYPCIAL BR-1 BRICK 1 - BRICK - SIZE, COLOR, AND COURSING TO MATCH EXISTING EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE 1 - 36"W x 24"T CAST STONE, COLOR BUFFSTONE CSTN-2 CAST STONE 2 - CAST STONE CAP, COLOR TO MATCH CST-1 MTL-1 METAL 1 - PREFINISHED METAL; COLOR: SILVER METALLIC MTL-2 METAL 2 - PREFINISHED METAL; COLOR: EXTRA DARK BRONZE PMP-1 PERFORATED METAL PANEL - TYPE 1 - CUSTOM PATTERN WITH POWDER COATED FINISH PMP-2 PERFORATED METAL PANEL - TYPE 2 PATTERN (20% OPEN AREA OR LESS) PMP-3 PERFORATED METAL PANEL - "LIVING SCREEN" WIRE MESH PMP-4 PERFORATED METAL PANEL - 3/16" DIA ROUND HOLES ON 1/4" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (51% OPEN AREA) PT-1 PAINTED CONCRETE/CMU; COLOR TO MATCH EXISTING "TAN" PRECAST COLOR WD-1 WOOD SOFFIT PANELS MTL-3 METAL 3 - PREFINISHED METAL COPING AND TRIM; COLOR: TO MATCH MTL-2 MTL-4 METAL 4 - WOOD-LOOK EXTRUDED ALUMINUM LOUVERS; COLOR: LIGHT CHERRY ASF-1 ALUMINUM STOREFRONT SYSTEM; COLOR EXTRA DARK BRONZE BLK-1 BURNISHED BLOCK 1 - 8" x 16", COLOR ANCHOR MIDNIGHT, RUNNING BOND PATTERN BLK-2 BURNISHED BLOCK 2 - 8" x 16", COLOR ANCHOR SAHARA, RUNNING BOND PATTERN PT-2 PAINTED CONCRETE/CMU; COLOR: CHARCOAL GREY CSTN-3 CAST STONE 3 - WINDOW SURROUND CAST STONE TRIM, CUSTOM COLOR/PROFILE CSTN-4 CAST STONE 4 - 36"W x 24"T CAST STONE, COLOR TO MATCH CST-3 ASF-2 ALUMINUM STOREFRONT SYSTEM; COLOR CLEAR ANODIZED PT-3 PAINTED CONCRETE/CMU; COLOR: BROWN TO MATCH BR-1 PT-4 PAINTED CONCRETE/CMU; COLOR: WHITE PT-5 PAINTED CONCRETE/CMU; COLOR: LIME GREEN TO MATCH EXISTING PT-6 PAINTED CONCRETE/CMU; COLOR: BLACK PMP-5 PERFORATED METAL PANEL - 1/2" DIA ROUND HOLES ON 11/16" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (48% OPEN AREA) DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A302 ENLARGED EXTERIOR BUILDING ELEVATIONS Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A302 1 EAST ELEVATION - Enlarged 1/8" = 1'-0"A302 5 WEST ELEVATION - Enlarged 1/8" = 1'-0"A302 4 WEST RETAIL ENTRY ELEVATION 1/8" = 1'-0"A302 3 EAST RETAIL ENTRY ELEVATION 1/8" = 1'-0"A302 2 EAST ELEVATOR ELEVATION 1/8" = 1'-0"A302 7 WEST STAIR TOWER- LEVEL 4 WEST 1/8" = 1'-0"A302 8 WEST STAIR TOWER- LEVEL 4 NORTH 1/8" = 1'-0"A302 9 WEST STAIR TOWER- LEVEL 4 EAST 1/8" = 1'-0"A302 10 CENTER STAIR TOWER- LEVEL 4 WEST 1/8" = 1'-0"A302 11 CENTER STAIR TOWER- LEVEL 4 NORTH 1/8" = 1'-0"A302 12 CENTER STAIR TOWER- LEVEL 4 EAST 1/8" = 1'-0"A302 6 EAST STAIR TOWER- NORTH ELEVATION NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" 45678910111213141516 MA T C H L I N E MA T C H L I N E 1 A309 2 A309 4 A304 4 A304 5 A304 5 A304 PT-1 PT-1 PMP-4 BR-1 CSTN-2 PT-1 PMP-4 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 EXISINTG MTL LOUVERS- TYPICAL PT-1 PMP-4 PMP-4 PMP-4 PT-3 GROUND TIER 100' - 0" SECOND TIER 110' - 10" THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -9-7-6-5-4-3-2-112345 -8 2 A309 3 A309 4 A309 3 A304 3 A304 4 A304 4 A304 CSTN-2 BR-1 PT-1 EXISTING MTL LOUVERS- TYPICAL CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1 CSTN-2 BR-1PT-1 PT-1 PMP-4 PT-3 EXISTING BUILDING NOT IN SCOPE MA T C H L I N E MA T C H L I N E PMP-4PMP-4PMP-4 6 A304 SIMULATED WOOD COMPOSITE FENCE WITH GATE BR-1 BRICK 1 - BRICK - SIZE, COLOR, AND COURSING TO MATCH EXISTING EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE 1 - 36"W x 24"T CAST STONE, COLOR BUFFSTONE CSTN-2 CAST STONE 2 - CAST STONE CAP, COLOR TO MATCH CST-1 MTL-1 METAL 1 - PREFINISHED METAL; COLOR: SILVER METALLIC MTL-2 METAL 2 - PREFINISHED METAL; COLOR: EXTRA DARK BRONZE PMP-1 PERFORATED METAL PANEL - TYPE 1 - CUSTOM PATTERN WITH POWDER COATED FINISH PMP-2 PERFORATED METAL PANEL - TYPE 2 PATTERN (20% OPEN AREA OR LESS) PMP-3 PERFORATED METAL PANEL - "LIVING SCREEN" WIRE MESH PMP-4 PERFORATED METAL PANEL - 3/16" DIA ROUND HOLES ON 1/4" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (51% OPEN AREA) PT-1 PAINTED CONCRETE/CMU; COLOR TO MATCH EXISTING "TAN" PRECAST COLOR WD-1 WOOD SOFFIT PANELS MTL-3 METAL 3 - PREFINISHED METAL COPING AND TRIM; COLOR: TO MATCH MTL-2 MTL-4 METAL 4 - WOOD-LOOK EXTRUDED ALUMINUM LOUVERS; COLOR: LIGHT CHERRY ASF-1 ALUMINUM STOREFRONT SYSTEM; COLOR EXTRA DARK BRONZE BLK-1 BURNISHED BLOCK 1 - 8" x 16", COLOR ANCHOR MIDNIGHT, RUNNING BOND PATTERN BLK-2 BURNISHED BLOCK 2 - 8" x 16", COLOR ANCHOR SAHARA, RUNNING BOND PATTERN PT-2 PAINTED CONCRETE/CMU; COLOR: CHARCOAL GREY CSTN-3 CAST STONE 3 - WINDOW SURROUND CAST STONE TRIM, CUSTOM COLOR/PROFILE CSTN-4 CAST STONE 4 - 36"W x 24"T CAST STONE, COLOR TO MATCH CST-3 ASF-2 ALUMINUM STOREFRONT SYSTEM; COLOR CLEAR ANODIZED PT-3 PAINTED CONCRETE/CMU; COLOR: BROWN TO MATCH BR-1 PT-4 PAINTED CONCRETE/CMU; COLOR: WHITE PT-5 PAINTED CONCRETE/CMU; COLOR: LIME GREEN TO MATCH EXISTING PT-6 PAINTED CONCRETE/CMU; COLOR: BLACK PMP-5 PERFORATED METAL PANEL - 1/2" DIA ROUND HOLES ON 11/16" STAGGER (.063 GAUGE) WITH POWDERCOATED FINISH. (48% OPEN AREA) SECOND TIER 110' - 10" -9-86 A304 PT-4 FE. CABINET6" MTL BOLLARDS WITH PLASTIC COVERS RAILINGS- PT-6 PT-4 GROUND TIER 100' - 0" SECOND TIER 110' - 10" 1516 PT-4 FE. CABINET PT-4 6" MTL BOLLARDS WITH PLASTIC COVERS THIRD TIER 120' - 10" FOURTH TIER 130' - 10" -9 1 A305 REMOVABLE GALV. STEEL GUARD RAIL- 1 1/2" PIPE RAIL 7' - 8" 4 ' - 8 " DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 D R A W I N G I N F O R M A T I O N P H A S E I S S U E R E C O R D R E G I S T R A T I O N A R C H I T E C T P R O J E C T N A M E THE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY: S H E E T D E S C R I P T I O N 18074 TODD MOHAGEN, AIA, NCARB I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: C:\Revit Projects\France Ave Phase II - North Ramp_nmissling.rvt C: \ R e v i t P r o j e c t s \ F r a n c e A v e P h a s e I I - N o r t h R a m p _ n m i s s l i n g . r v t A303 ENLARGED EXTERIOR BULDING ELEVATIONS Checker Author 11/01/2017 17195.0CTE BID SET NORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT: 18-1 BID SET 3936 - 3940 MARKET STREET EDINA, MN 55424 1/8" = 1'-0"A303 1 NORTH ELEVATION - Enlarged East End 1/8" = 1'-0"A303 2 NORTH ELEVATION - Enlarged West End 1/8" = 1'-0"A303 3 WEST TRASH ROOM ELEVATION 1/8" = 1'-0"A303 4 EAST TRASH ROOM ELEVATION 1/8" = 1'-0"A303 5 SNOW CHUTE - RAMP SIDE ELEVATION NO. DESCRIPTION DATE 1 60% CITY REVIEW 09/15/2017 2 BID SET 11/01/2017 -9 -8 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 16 AAAA.3BB.8C HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 X2 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 7 C HP 1 - 2 7 B HP 1 - 2 7 EM 1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 7 C EM 1 F F X1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 3 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 HP 1 - 2 1 A1 -9 -8 -7 -6 -5 -4 -3 -2 -1 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 16 AAAA.3BB.8C ST 2 X2 9 9 HP 1 - 2 7 B ST 2 HP 1 - 2 7 EM 1 HP 1 - 2 7 C ST 2 8 HP1-27C ST 2 8 8 ST 2 ST 2 8 10 11 14 15 12 ST 2 8 12 12 12 ST 2 9 HP 1 - 2 7 C EM 1 F F F F HP1-27GHP1-27GHP1-27G13 763−585−6757 fax 5430 Douglas Drive North Crystal, MN 55429Email: steen@steeneng.comENGINEERING INC.763−585−6742 DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:1000 Twelve Oaks Center Dr.Suite 200 Wayzata MN 55391 Tel 952 -426 -7400 Fax 952 -426 -7440 DRAWING INFORMATION PHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAME SHEET DESCRIPTIONI hereby certify that this document was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota.Signature Typed or Printed Name License #DateSteven M. Youngs 16544 11/01/17ENGINEER C : \ U s e r s \ b e n \ D o c u m e n t s \ M O H 2 0 1 7 0 2 _ M E P 1 7 _ b e n w @ s t e e n e n g . c o m . r v t E102LEVELS 3 & 4 LIGHTING PLANSSMYDJLNOVEMBER 1, 2017MOH201702 BID SETNORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT:18-1 BID SET 3936-3940 MARKET STREET EDINA, MN 55424 1 / 1 6 " = 1 ' - 0 " 1 LE V E L 3 L I G H T I N G P L A N 1 / 1 6 " = 1 ' - 0 " 2 LE V E L 4 L I G H T I N G P L A N REFER TO SHEET E101 FOR NOTES 11 NO. D E S C R I P T I O N DATE ST 2 10 . 3 10.310.3 0. 1 0.10.1 0.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.0 0. 2 0. 7 1. 1 1. 0 1. 1 1. 1 1. 1 1. 2 0. 7 0. 2 0. 4 1. 3 2. 1 2. 2 2. 0 2. 0 2. 4 2. 2 1. 3 0. 2 0. 6 2. 2 3. 5 4. 1 3. 8 3. 8 4. 3 3. 5 2. 2 0. 2 0. 6 2. 5 4. 9 5. 8 7. 5 7. 6 5. 9 4. 9 2. 4 0. 2 0. 6 2. 4 4. 9 6. 6 9. 0 9. 2 6. 7 5. 0 2. 4 0. 2 0. 6 2. 5 4. 7 5. 5 6. 2 6. 2 5. 5 4. 7 2. 7 0. 2 0. 7 2. 5 3. 9 4. 6 4. 0 4. 0 4. 5 4. 0 2. 5 0. 3 0. 7 2. 3 3. 8 3. 8 3. 5 3. 5 3. 8 3. 8 2. 3 0. 3 0. 7 2. 6 4. 1 4. 6 4. 1 4. 1 4. 7 4. 0 2. 6 0. 2 0. 7 2. 7 4. 9 5. 8 6. 8 6. 8 5. 8 5. 0 2. 6 0. 2 0. 6 2. 5 5. 1 6. 8 7. 8 8. 2 6. 8 5. 1 2. 6 0. 2 0. 7 2. 9 5. 4 6. 3 7. 4 7. 5 6. 3 5. 5 3. 1 0. 3 0. 9 3. 0 4. 9 5. 6 5. 0 5. 0 5. 6 5. 0 3. 1 0. 3 0. 9 3. 0 4. 8 5. 5 4. 7 4. 7 5. 5 4. 9 3. 1 0. 3 0. 9 3. 2 5. 3 6. 0 6. 4 6. 5 6. 0 5. 4 3. 2 0. 8 0. 3 0. 3 0. 8 3. 0 5. 7 7. 1 9. 7 9. 7 7. 2 5. 7 3. 0 0. 8 0. 3 0. 3 0. 8 3. 3 6. 4 7. 5 9. 6 9. 5 7. 6 6. 6 3. 5 0. 9 0. 3 0. 3 1. 0 3. 8 6. 3 7. 5 6. 8 6. 7 7. 5 6. 4 4. 0 1. 1 0. 4 0. 3 1. 0 3. 8 6. 3 7. 4 7. 0 7. 2 7. 3 6. 4 3. 8 1. 0 0. 3 0. 3 0. 8 3. 2 6. 3 7. 5 9. 9 10 . 0 7. 5 6. 3 3. 2 0. 8 0. 3 0. 3 0. 7 2. 8 5. 5 6. 7 8. 8 8. 8 6. 7 5. 5 2. 9 0. 8 0. 3 0. 3 0. 8 2. 8 4. 6 5. 3 5. 2 5. 2 5. 2 4. 6 2. 9 0. 8 0. 3 0. 3 0. 8 2. 6 4. 1 4. 5 3. 9 3. 9 4. 4 4. 2 2. 6 0. 8 0. 3 0. 3 0. 8 2. 6 4. 2 4. 6 4. 0 4. 1 4. 6 4. 2 2. 7 0. 8 0. 3 0. 3 0. 8 2. 9 4. 7 5. 4 5. 6 5. 7 5. 5 4. 8 2. 9 0. 8 0. 3 0. 3 0. 7 2. 9 5. 6 6. 9 9. 4 9. 5 7. 1 5. 7 2. 9 0. 7 0. 3 0. 3 0. 8 3. 3 6. 4 7. 5 9. 7 9. 7 7. 7 6. 6 3. 5 0. 9 0. 3 0. 3 1. 1 3. 9 6. 4 7. 6 7. 0 6. 9 7. 6 6. 5 4. 0 1. 1 0. 4 0. 4 1. 1 3. 9 6. 5 7. 6 7. 2 7. 3 7. 5 6. 6 4. 0 1. 1 0. 4 0. 3 0. 9 3. 4 6. 7 7. 9 10 . 2 7. 9 6. 7 3. 5 0. 9 0. 3 0. 3 0. 9 3. 4 6. 6 7. 7 10 . 0 9. 9 7. 8 6. 7 3. 6 0. 9 0. 3 0. 4 1. 0 3. 8 6. 3 7. 2 6. 9 6. 7 7. 2 6. 3 3. 9 1. 1 0. 4 0. 4 1. 1 3. 9 6. 2 7. 3 6. 5 6. 6 7. 2 6. 2 3. 8 1. 1 0. 4 0. 3 0. 9 3. 5 6. 6 7. 5 9. 4 9. 5 7. 5 6. 5 3. 4 0. 9 0. 3 0.30.83.36.27.77.66.33.30.80.3 0.31.03.76.37.07.47.37.06.23.71.00.3 0.31.03.86.07.36.16.17.36.03.71.00.3 0.30.93.56.37.17.97.97.16.33.40.90.3 0.20.72.85.77.39.29.27.25.52.90.70.2 0.20.62.55.05.97.47.35.94.92.60.70.2 0.20.62.13.54.23.73.74.13.42.20.60.2 0.20.41.32.12.31.92.02.12.11.30.40.2 0.20.71.11.01.01.00.91.00.70.2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 0.00.00.00.0 St a t i s t i c s De s c r i p t i o n S y m b o l A v g M a x M i n M a x / M i n A v g / M i n C al c Z o n e # 5 0. 0 f c 0 . 0 f c 0 . 0 f c N / A N / A Ea s t S p i l l a g e 0. 0 f c 0 . 0 f c 0 . 0 f c N / A N / A Le v e l 4 3. 8 f c 1 0 . 3 f c 0 . 1 f c 1 0 3 . 0 : 1 3 8 . 0 : 1 No r t h S p i l l a g e 0. 0 f c 0 . 0 f c 0 . 0 f c N / A N / A So u t h S p i l l a g e 0. 0 f c 0 . 0 f c 0 . 0 f c N / A N / A Sc h e d u l e Sy m b o l L a b e l Q T Y C a t a l o g N u m b e r De s c r i p t i o n La m p Nu m b e r La m p s Lu m e n s pe r L a m p LL F Mo u n t i n g He i g h t W a t t a g e 8 D S X 1 L E D 4 0 C 1 0 0 0 4 0 K TF T M M V O L T H S DS X 1 L E D w i t h 4 0 L E D s @ 1 0 0 0 m A , 40 0 0 K , T Y P E F O R W A R D T H R O W M E D I U M OP T I C S W I T H H O U S E - S I D E S H I E L D LE D 1 1 1 9 5 7 1 16 27 6 763−585−6757 fax 5430 Douglas Drive North Crystal, MN 55429Email: steen@steeneng.comENGINEERING INC.763−585−6742 DATE:DRAWN BY:CHECKED BY:PROJECT NUMBER:1000 Twelve Oaks Center Dr.Suite 200 Wayzata MN 55391 Tel 952 -426 -7400 Fax 952 -426 -7440 DRAWING INFORMATION PHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAME SHEET DESCRIPTIONI hereby certify that this document was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota.Signature Typed or Printed Name License #DateSteven M. Youngs 16544 11/01/17ENGINEER C : \ U s e r s \ b e n \ D o c u m e n t s \ M O H 2 0 1 7 0 2 _ M E P 1 7 _ b e n w @ s t e e n e n g . c o m . r v t E004LEVEL 4 PHOTOMETRIC PLANSMYDJLNOVEMBER 1, 2017MOH201702 BID SETNORTH PARKING RAMP EXPANSION IMPROVEMENT PROJECT:18-1 BID SET 3936-3940 MARKET STREET EDINA, MN 55424 1 / 1 6 " = 1 ' - 0 " 1 LE V E L 4 P H O T O M E T R I C P L A N MO U N T I N G H E I G H T I N C L U D E S C O N C R E T E B A S E NO. D E S C R I P T I O N DATE Date: Dec emb er 5, 2017 Agenda Item #: VI I. To:C hair & C ommissioners of the Ed ina HR A Item Type: R eq uest F or P urc has e F rom:Brian E. O ls on, Directo r of P ublic Works Item Activity: Subject:R eques t F o r P urchas e: Environmental S ervic es co ntrac t for No rth R amp Expans ion Action Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve the attached scope of services for B raun I ntertec to complete environmental professional service and reporting for the R esponse Action P lan for the M innesota P ollution Control Agency (M P C A) I N TR O D U C TI O N : S ee attached S taff R eport AT TAC HME N T S : Description RFP: Environmental Services Contract for North Ramp Expans ion: Staff Report RFP: Environmental Services Contract for North Ramp Expans ion City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: December 5, 2017 To: Members of Edina Housing and Redevelopment Authority From: Brian E. Olson, Director of Public Works Bill Neuendorf, Economic Development Manager Subject: Environmental Services for North Parking Ramp Expansion Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Braun Intertec has proposed the attached Professional Services Contract with the City of Edina. Braun Intertec is also providing this service for the developer under separate contract for the development south of Market Street. For consistency purposes and reporting, this is sole source Contract and we did not solicit quotes from other service providers but feel that this is a reasonable cost for the scope of service that they would provide. Staff recommends approving this service contract. Date Bid Opened or Quote Received: Bid or expiration Date: November 10, 2017 December 10, 2017 Company: Amount of Quote or Bid: Braun Intertec Corporation $46,900 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • 9232.6133 - Centennial Lake TIF District Professional Services • This is a service contract. Environmental Impact • There is no environmental impact for this purchase. • Ensuring compliance with the Response Action Plan requires reporting and certification that would be completed by this Contract. Community Impact • Public Works will administer this Contract and it is necessary to ensure that the public is protected by a successful project that is environmentally sustainable. AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com November 10, 2017 Project B1700946.01 Mr. Brian Olson City of Edina – Public Works 7450 Metro Boulevard Edina, MN 55439 bolson@EdinaMN.gov Re: Proposal for Environmental Consulting Services Market Street North Ramp and Retail West 49 1/2 Street Edina, Minnesota Dear Mr. Olson: Braun Intertec Corporation is pleased to present this proposal for environmental consulting services associated with implementation of the Minnesota Pollution Control Agency (MPCA) approved response action plan (RAP) for the referenced site (Site). Scope of Work The following scope of services are proposed: Task 1: Environmental Excavation Monitoring A Braun Intertec environmental technician will be on Site during the excavation and removal of impacted fill soil at the Site. The technician will be on Site to evaluate and document excavated soil conditions. Our observations and screening results will be documented. Braun Intertec will manage and distribute manifests and they will be included in the final documentation report. It is assumed that an environmental technician will be on Site to monitor soil removal activities for eight (8) 10-hour days totaling 80 hours. Actual time required on Site may be more or less pending project schedule. In the event that additional contaminated materials are encountered during the excavation activities, the material will be managed in accordance with the RAP. Task 2: Soil Analytical Testing Soil samples will be collected for laboratory analysis to document soil remaining in place following excavation and to characterize imported fill as described in the RAP. For purposes of this cost estimate, it is assumed that twelve soil samples will be collected and will be submitted for laboratory analysis for the presence and concentrations of the following parameters:  Diesel range organics (DRO)  Gasoline Range Organics (GRO)  Volatile organic compounds (VOCs)  Polynuclear aromatic hydrocarbons (PAHs)  Eight Resource Conservation Recovery Act (RCRA) Metals City of Edina Project B1700946.01 November 10, 2017 Page 2 Task 3: Vapor Mitigation Design and Installation Oversight We will design a soil vapor mitigation system for installation beneath the floor slab of the retail buildings during construction. The system will consist of an underfloor vent layer, vapor collection system, vapor barrier, solid PVC exhaust pipe, and an exhaust fan mounted on the roof. The draft design will be provided to the architects for their review and approval. Once approved, the plans will be submitted to the MPCA for review and approval prior to installation. During installation, we will make periodic inspections of the system construction and its adherence to our design. Task 4: Post-Construction Sub-Slab Soil Vapor Confirmation Monitoring Post-construction sub-slab soil vapor confirmation testing will need to be conducted to evaluate the effectiveness of the installed sub-slab depressurization systems below the retail spaces as mitigation systems and to satisfy MPCA requirements. The post-construction testing will include one round of collection of “paired” sub-slab soil vapor, 24-hour indoor, and 24-hour outdoor air samples during the heating season, which will be analyzed for VOCs by Method TO-15. The results of the post-construction confirmation testing will be summarized in the final RAP implementation report submitted to the MPCA. Task 5: Project Management, Meetings, Correspondence This task includes time and fees for project coordination, correspondence with the project team, meetings, scheduling, and review of field and analytical data associated with the project. Task 6: Final RAP Implementation Report A report summarizing the RAP implementation activities will be prepared upon completion of the project. The report will be submitted to the MPCA for review and approval. Task 7: Affidavit The MPCA requires the preparation of an affidavit describing the contamination remaining at the Site and any building controls implemented for vapor mitigation. We will prepare the required affidavit as requested by the MPCA. We recommend that you also have your legal representation review the affidavit before submitting to MPCA for review and comment. Task 8: Grant Management We will track and manage the budget for environmental response actions completed during construction for submittal to the grant committees for reimbursement purposes. This includes submitting relevant invoices and documents relating to the environmental response actions proposed within our MPCA-approved RAP for the Site. City of Edina Project B1700946.01 November 10, 2017 Page 3 Project Fee We will furnish the services described herein on an hourly and unit-cost basis. The estimated cost breakdown summary is listed below and should be considered a not to exceed amount unless an agreed change in scope and associated price adjustment has been agreed to in writing by both the City of Edina and Braun Intertec. Task Description Estimated Fee Task 1 - Environmental Excavation Monitoring $ 11,300 Task 2 – Soil Analytical Testing 4,500 Task 3 – Vapor Mitigation Design and Installation Oversight 12,550 Task 4 – Post-Construction Sub-Slab Soil Vapor Confirmation Sampling 8,700 Task 5 – Project Management, Meetings, Correspondence 3,000 Task 6 – Final RAP Implementation Report 3,750 Task 7 – Affidavit 1,500 Task 8 – Grant Management 1,500 Total Tasks 1-8 $46,800 General Remarks Braun Intertec appreciates the opportunity to present this proposal to you. It is being sent in an electronic version only. A hard copy of the proposal will be supplied upon request. Please return a signed copy of the proposal in its entirety. The estimated cost of $46,800 presented in this proposal is based on the scope of services described and the assumption that the proposal will be authorized within 30 days and that the project will be completed within the proposed schedule. If the project is not authorized within 30 days, we may need to modify the proposal. If the project cannot be completed within the proposed schedule due to circumstances beyond our control, revising the proposal may be required for completion of the remaining tasks. General Conditions GC Page 1 of 2 Section 1: Agreement 1.1 Our agreement with you consists of these General Conditions and the accompanying written proposal or authorization (“Agreement”). This Agreement is the entire agreement between you and us. It supersedes prior agreements. It may be modified only in a writing signed by us, making specific reference to the provision modified. 1.2 The words “you,” “we,” “us,” and “our” include officers, employees, and subcontractors. 1.3 In the event you use a purchase order or other documentation to authorize our scope of work (“Services”), any conflicting or additional terms are not part of this Agreement. Directing us to start work prior to execution of this Agreement constitutes your acceptance. If, however, mutually acceptable terms cannot be established, we have the right to terminate this Agreement without liability to you or others, and you will compensate us for costs and expenses incurred up to the time of termination. Section 2: Our Responsibilities 2.1 We will provide Services specifically described in this Agreement. You agree that we are not responsible for services that are not expressly included in this Agreement. Unless otherwise agreed in writing, our findings, opinions, and recommendations will be provided to you in writing. You agree not to rely on oral findings, opinions, or recommendations without our written approval. 2.2 In performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us harmless from claims, damages, and expenses arising out of your direction. If during the one year period following completion of Services it is determined that the above standards have not been met and you have promptly notified us in writing of such failure, we will perform, at our cost, such corrective services as may be necessary, within the original scope in this Agreement, to remedy such deficiency. Remedies set forth in this section constitute your sole and exclusive recourse with respect to the performance or quality of Services. 2.3 We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in our report or shown on our sketches are based on information provided by others or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may not be representative of things not sampled or seen and further that site conditions may vary over distance or change over time. 2.4 Our duties do not include supervising or directing your representatives or contractors or commenting on, overseeing, or providing the means and methods of their services unless expressly set forth in this Agreement. We will not be responsible for the failure of your contractors, and the providing of Services will not relieve others of their responsibilities to you or to others. 2.5 We will provide a health and safety program for our employees, but we will not be responsible for contractor, owner, project, or site health or safety. 2.6 You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. 2.7 Unless a fixed fee is indicated, our price is an estimate of our project costs and expenses based on information available to us and our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 3: Your Responsibilities 3.1 You will provide us with prior environmental, geotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans, and new information as to site conditions until we have completed Services. 3.2 You will provide access to the site. In the performance of Services some site damage is normal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of damage in the estimated charges. 3.3 You agree to provide us, in a timely manner, with information that you have regarding buried objects at the site. We will not be responsible for locating buried objects at the site. You agree to hold us harmless, defend, and indemnify us from claims, damages, losses, penalties and expenses (including attorney fees) involving buried objects that were not properly marked or identified or of which you had knowledge but did not timely call to our attention or correctly show on the plans you or others furnished to us. 3.4 You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials present on any work site or in a sample provided to us. You agree to provide us with information in your possession or control relating to such materials or samples. If we observe or suspect the presence of contaminants not anticipated in this Agreement, we may terminate Services without liability to you or to others, and you will compensate us for costs and expenses incurred up to the time of termination. 3.5 Neither this Agreement nor the providing of Services will operate to make us an owner, operator, generator, transporter, treater, storer, or a disposal facility within the meaning of the Resource Conservation Recovery Act, as amended, or within the meaning of any other law governing the handling, treatment, storage, or disposal of hazardous substances. You agree to hold us harmless, defend, and indemnify us from any damages, claims, damages, penalties or losses resulting from the storage, removal, hauling or disposal of such substances. 3.6 Monitoring wells are your property, and you are responsible for their permitting, maintenance, and abandonment unless expressly set forth otherwise in this Agreement. 3.7 You agree to make all disclosures required by law. In the event you do not own the project site, you acknowledge that it is your duty to inform the owner of the discovery or release of contaminants at the site. You agree to hold us harmless, defend, and indemnify us from claims, damages, penalties, or losses and expenses, including attorney fees, related to failures to make disclosures, disclosures made by us that are required by law, and from claims related to the informing or failure to inform the site owner of the discovery of contaminants. Section 4: Reports and Records 4.1 Unless you request otherwise, we will provide our report in an electronic format. 4.2 Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and they remain our property. We hereby grant you a license to use the reports and related information we provide only for the related project and for the purposes disclosed to us. You may not transfer our reports to others or use them for a purpose for which they were not prepared without our written approval. You agree to indemnify, defend, and hold us harmless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. 4.3 If you do not pay for Services in full as agreed, we may retain work not yet delivered to you and you agree to return to us all of our work that is in your possession or under your control. 4.4 Samples and field data remaining after tests are conducted and field and laboratory equipment that cannot be adequately cleansed of contaminants are and continue to be your property. They may be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. 4.5 Electronic data, reports, photographs, samples, and other materials provided by you or others may be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. GC Revised 7/18/2016 Page 2 of 2 Section 5: Compensation 5.1 You will pay for Services as stated in this Agreement. If such payment references our Schedule of Charges, the invoicing will be based upon the most current schedule. An estimated cost is not a firm figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our performance is subject to credit approval and payment of any specified retainer. 5.2 You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices upon receipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 1.5% per month, or at the maximum rate allowed by law. 5.3 If you direct us to invoice a third party, we may do so, but you agree to be responsible for our compensation unless the third party is creditworthy (in our sole opinion) and provides written acceptance of all terms of this Agreement. 5.4 Your obligation to pay for Services under this Agreement is not contingent on your ability to obtain financing, governmental or regulatory agency approval, permits, final adjudication of any lawsuit, your successful completion of any project, receipt of payment from a third party, or any other event. No retainage will be withheld. 5.5 If you do not pay us in accordance with this Agreement, you agree to reimburse our costs and expenses for collection of the moneys invoiced, including but not limited to attorney fees, staff time, and other costs and expenses. 5.6 You agree to compensate us in accordance with our Schedule of Charges if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. 5.7 If we are delayed by factors beyond our control, or if project conditions or the scope or amount of work changes, or if changed labor conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice, the schedule will be extended for each day of delay, and we will be compensated for costs and expenses incurred in accordance with our Schedule of Charges. 5.8 If you fail to pay us in accordance with this Agreement, we may consider the default a total breach of this Agreement and, at our option, terminate our duties without liability to you or to others, and you will compensate us for costs and expenses incurred up to the time of termination. 5.9 In consideration of our providing insurance to cover claims made by you, you hereby waive any right to offset fees otherwise due us. Section 6: Disputes, Damage, and Risk Allocation 6.1 Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party’s representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted to mediation. 6.2 Notwithstanding anything to the contrary in this Agreement, neither party hereto shall be responsible or held liable to the other for punitive, indirect, incidental, or consequential damages, or liability for loss of use, loss of business opportunity, loss of profit or revenue, loss of product or output, or business interruption. 6.3 You and we agree that any action in relation to an alleged breach of our standard of care or this Agreement shall be commenced within one year of the date of the breach or of the date of substantial completion of Services, whichever is earlier, without regard to the date the breach is discovered. Any action not brought within that one year time period shall be barred, without regard to any other limitations period set forth by law or statute. We will not be liable unless you have notified us within 30 days of the date of such breach and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. You agree not to make a claim against us unless you have provided us at least 30 days prior to the institution of any legal proceeding against us with a written certificate executed by an appropriately licensed professional specifying and certifying each and every act or omission that you contend constitutes a violation of the standard of care governing our professional services. Should you fail to meet the conditions above, you agree to fully release us from any liability for such allegation. 6.4 For you to obtain the benefit of a fee which includes a reasonable allowance for risks, you agree that our aggregate liability for all claims will not exceed the fee paid for Services or $50,000, whichever is greater. If you are unwilling to accept this allocation of risk, we will increase our aggregate liability to $100,000 provided that, within 10 days of the date of this Agreement, you provide payment in an amount that will increase our fees by 10%, but not less than $500, to compensate us for the greater risk undertaken. This increased fee is not the purchase of insurance. 6.5 You agree to indemnify us from all liability to others in excess of the risk allocation stated herein and to insure this obligation. In addition, all indemnities and limitations of liability set forth in this Agreement apply however the same may arise, whether in contract, tort, statute, equity or other theory of law, including, but not limited to, the breach of any legal duty or the fault, negligence, or strict liability of either party. 6.6 This Agreement shall be governed, construed, and enforced in accordance with the laws of the state in which our servicing office is located, without regard to its conflict of laws rules. The laws of the state of our servicing office will govern all disputes, and all claims shall be heard in the state or federal courts for that state. Each of us waives trial by jury. 6.7 No officer or employee acting within the scope of employment shall have individual liability for his or her acts or omissions, and you agree not to make a claim against individual officers or employees. Section 7: General Indemnification 7.1 We will indemnify and hold you harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. 7.2 To the extent it may be necessary to indemnify either of us under Section 7.1, you and we expressly waive, in favor of the other only, any immunity or exemption from liability that exists under any worker compensation law. 7.3 You agree to indemnify us against losses and costs arising out of claims of patent or copyright infringement as to any process or system that is specified or selected by you or by others on your behalf. Section 8: Miscellaneous Provisions 8.1 We will provide a certificate of insurance to you upon request. Any claim as an Additional Insured shall be limited to losses caused by our negligence. 8.2 You and we, for ourselves and our insurers, waive all claims and rights of subrogation for losses arising out of causes of loss covered by our respective insurance policies. 8.3 Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project claims to any third person, whether directly or as collateral or otherwise. 8.4 This Agreement may be terminated early only in writing. You will compensate us for costs and expenses incurred up to the time of termination. 8.5 If any provision of this Agreement is held invalid or unenforceable, then such provision will be modified to reflect the parties' intention. All remaining provisions of this Agreement shall remain in full force and effect. 8.6 No waiver of any right or privilege of either party will occur upon such party's failure to insist on performance of any term, condition, or instruction, or failure to exercise any right or privilege or its waiver of any breach. Date: Dec emb er 5, 2017 Agenda Item #: VI I I. To:C hair & C ommissioners of the Ed ina HR A Item Type: O ther F rom:Bill Neuendorf, Ec o nomic Development Manager Item Activity: Subject:Market S treet R ed evelopment: C ons tructio n Mitigation and P arking Management P lan Information Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : D iscussion only. N o action required. I N TR O D U C TI O N : T his item pertains to measures anticipated to be taken to mitigate construction impacts and parking management during the expansion of the N orth P arking R amp and reconstruction of the C enter R amp site. T hese provisions were prepared based on extensive input from neighbors and businesses located in closest proximity to the project. AT TAC HME N T S : Description Cons truction Mitigation & Parking Plan Market Street Redevelopment Construction Mitigation and Parking Management Plan December 1, 2017 From July to October 2017, the City of Edina convened 18 group discussion sessions to better understand concerns of neighboring businesses regarding the construction activity planned for City-owned parcels on Market Street. These discussions were intended to supplement the numerous ideas collected by the developer earlier in 2017. It is noted that many of the initial suggestions were incorporated into the development plans that were approved by the City and Housing and Redevelopment Authority in June 2017. This document summarizes the Construction Mitigation and Parking Management Plan. The intention of this Plan is to minimize negative impacts to adjacent businesses and neighboring residents during the construction process. Please note that this plan may be amended from time-to-time if it is determined that additional or different measures are necessary. Construction Mitigation and Parking Management Plan One of the biggest strategies to mitigate the impacts of a major construction project was determined by the early input from the stakeholders in Spring 2017. It was determined that both projects (North Ramp Expansion and Redevelopment of the Center Ramp site) should be scheduled to overlap so that the overall duration of the project could be reduced. Several people referred to this as the “rip off the band aid” approach. While it was recognized that this would result in a challenging environment, many business representatives deemed this to be preferable so that the final project could be delivered more quickly. 1) Hold off on site construction until early 2018 to avoid 2017 holiday season. 2) Reduce overall length of construction from 30 months to 21 months. 3) Prevent closure of the Center Ramp before the North Ramp is partially returned to service in April 2018. 4) Complete both construction projects prior to 2020 holiday season. 5) Monitor effectiveness of strategies and adjust promptly if needed. 1) Parking During Construction Customer – Parking Strategies January to March April to September October to December 1) North Ramp a. Expanded middle portion b. East and west expansions NEW - X X X 2) Center Ramp X - - 3) Clancy Surface Lot X - - 4) South Ramp X X X 5) Valet Parking NEW a. Two pick-up/drop-off stations (50th & Halifax and 50th & France) b. Service Monday-Saturday c. 10:00 AM to 6:00 PM (adjust as needed) d. Customers’ vehicles parked Mercy Covenant church and available portions of the North Ramp construction site e. Adjust as needed X X - 6) Existing business-owned private parking lots X X X 7) Existing on-street parking (France Ave from Market St to 52nd, as posted) X X X Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 2 Employee – Parking Strategies January to March April to September October to December 1) North Ramp a. Expanded middle portion b. East and west expansions NEW - X X X 2) Center Ramp a. Upper levels only X - - 3) South Ramp a. Lower level premium b. All portions of Rooftop NEW X X X X X X 4) Off-Site Parking NEW a. Mercy Commons Covenant parking lot leased by developer b. Monday through Friday c. 50 “special” parking permits to be issued d. Preference given to full-time employees X X - 5) Existing business-owned private parking lots X X X 6) Existing on-street parking a. Neighborhood streets (current 6-hour limit) b. France Ave (47th to 49th) NEW X X X X - - 7) Encourage other modes of transportation a. Metro Transit* b. Walk/Bike Alternative Strategies A) Off-site parking with shuttle bus service could be provided at extra expense (approximately $540/Mon-Fri, 8-5 p.m.). Calvary Church and St. Peters Church are not available; Edina Community Lutheran Church offered 15 stalls but prefers lot be vacated by 5:00 PM (cost TBD). Good Shepard is considering. *Pending program to offer reduced bus passes to incentivize employees to ride Metro Transit. Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 3 Contractor – Parking Strategies January to March April to September October to December 1) Off Site parking with shuttle by contractor NEW a. 5146 Eden property (pending review) X X X 2) On North Ramp construction site, if needed and allowed by Building Dept X X - 3) On Apartment/Retail construction site, if needed and allowed by Building Dept X X X 4) On-street parking a. France Avenue (47th to 49th only) NEW X X - Alternative Strategies A) Additional off-site lots such as churches, parks and private property could be pursued, if needed. See summary for Employee Alternates above. Delivery Vehicles – Parking Strategies January to March April to September October to December 1) Clancy surface parking lot X - - 2) Three bus drop off zones on 50th Street between France and Halifax NEW X X X 3) New loading zone on France Ave; just south of Market Street) NEW X X X 4) Public parking stalls in front of Lunds, Starbucks, etc. NEW X X X 5) On Market Street with hazards as is current practice X X X Alternative Strategies A) Deliveries could be scheduled to minimize traffic conflicts Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 4 2) Pedestrian Access During Construction 1) Implement phasing and construction strategies based on the plan approved on June 20, 2017. 2) Provide access walkways along southern and eastern edges of the site. Maintain shared alleyway next to 3918 Market Street. Remove scaffolding as soon as possible. 3) Keep access routes open at all times, except when necessary for safety. 4) Protect covered walkway will be constructed along the eastern and southern ends of the Center Ramp site to provide clear access to the adjacent businesses. a. 6 to 8 feet wide, minimum with no sharp points protruding; wider width may be necessary for deliveries to the freight elevator of the LA Professional Building b. Entrances to be very visible and inviting c. Well-lit with LED lighting with battery back-up d. Painted a light color with colorful accents e. Interior decorated with 2 ft. by 2 ft. art panels f. Wayfinding directories at each entrance to the covered walkways g. Business identification signs in front of each adjacent business. h. The side facing the businesses to be open so that store windows are visible. i. The side facing construction site to be solid for safety and dust control. j. Small windows to be provided at different heights in at least three locations of the construction fencing to allow passerbys to view the construction activity. k. Ceiling height to range from 7’-6” to 8’-0” to create a comfortable walking environment. l. The covered side of the scaffolding to be no more than 6 ft. in height so that natural light can enter the scaffolding and the adjacent storefronts. 5) Maintain sidewalk on west side of Halifax and the pedestrian way adjacent to Spalon Montage as primary access routes for customers who park in the North Ramp. 6) Provide north-south pedestrian access through the site (along the new woonerf) as soon as possible. 7) Except for emergencies, businesses should be given at least five business days advance notice of temporary walkway closure 8) Customer pick up and drop off areas will be available on 50th Street (near Mozza Mia and D’Amicos) as well as along Halifax (in front of Coconut Thai). Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 5 3) Deliveries, Pick-ups and Trash Collection 1) Implement phasing and construction strategies based on the plan approved on June 20, 2017. 2) Drop-off / pick-up area designated on north-bound Halifax in front of Coconut Thai. Will also work with Metro Transit to see if the bus stop on France Avenue can be temporarily relocated. 3) Scaffolding must be of sufficient clear width so as to allow deliveries without completely blocking access for pedestrians. 4) Three delivery parking locations are available on W. 50th Street (in front of Edina Theater, in front of Mozza Mia and in front of D’Amicos); this will accommodate most delivery vehicles. 5) Relocate Metro Transit bus stops on 50th (between France and Halifax) to better facilitate customer access and deliveries. 6) Temporary parking for delivery trucks provided on France Ave and Halifax Ave. 7) If delivery times can be scheduled, early morning or early evening are preferred. 8) Provide access for delivery vehicles on the woonerf as soon as possible. 9) Current trash & recycling service to be provided by Dicks through December 31, 2017. A new provider will be engaged in 2018. The Developer will hold the contract for the Center Ramp trash rooms. 10) At least two trash and recycling locations will be provided during the reconstruction of the Center Ramp (April 2018 to September 2019). Trash bins will be located on the west and east sides of the site. 11) Trash bins will be removed more frequently than current service to minimize odors and overflows. Service likely to be provided by new hauler since Dicks cannot remove on Fridays or Saturdays. 12) The actual location of the trash bins will change as needed to accommodate the construction process. The locations will be updated in the weekly construction bulletin to businesses. Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 6 4) Noise, Dust and Other Disruptions 1) Developer and contractors responsible for keeping streets clean of mud. 2) Developer and contractors responsible to police area daily – picking up and removing any blowing construction debris. 3) City or Developer to provide window washing service to all properties immediately adjacent to the construction site on a monthly basis and more frequently if needed during the demolition and excavation phases in 2018. 4) Demolition of the southern edge of Center Ramp to be well coordinated with adjacent businesses to limit disruption to customers and clients. 5) Demolition of the eastern edge of Center Ramp to be well coordinated with immediate neighbor (Spalon Montage) to limit disruption to clients, especially during peak operating hours 6) Businesses to be provided monthly and weekly preview of upcoming work. Contractor to relay information to Business Liaison who will make information available for distribution 7) While the City allows construction to occur Monday to Friday 7:00 AM to 9:00 PM, the contractor will likely be finished by 4:00 PM. Exceptions to these typical hours may occur if approved by the City with prior notice to neighbors and businesses. 5) Keeping Customers Informed 1) The City’s Communications Department will prepare a clear message and use consistent branding in all communications. Key messages will (1) announce the work with emphasis on the final outcomes; (2) provide materials to keep employees and customers informed during the construction process; (3) encourage people to keep patronizing businesses during construction; and (4) promote the completion of the work. The outreach campaign will begin the first week of December 2017. An example of the branding campaign is attached. 2) City and Developer to post renderings of the final project on the site so patrons can look forward to completion 3) City will implement Communications Plan using a variety of materials and media. Business Association and Explore Edina to supplement with additional messaging. A memo detailing the materials is attached. 4) City to hire Project Communications Coordinator prior to construction and lasting for the duration of the project. This position was filled in October 2017. 5) City will make staff available to meet with groups of employees to provide information so that employees are informed and able to relay accurate information to Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 7 customers and clients. 6) City to provide website and telephone message with timely information – updated approximately weekly. 7) City to provide accurate information to businesses at beginning of project so they can relay to employees and customers 8) City to provide weekly construction updates in advance to alert employees and customers so that they can plan in advance 9) City to provide two formats – one intended for customers, the other for employees; both print and electronic versions available 10) Businesses responsible for relaying information to employees, customers and clients. 6) Design of North Parking Ramp The North Ramp will include decorative features and enhanced landscaping to fit into the neighborhood context. 1) Install second elevator with heated lobby. 2) Install decorative panels and vegetative screens on the south exposure. Use a variety of planting species for visual interest – likely Boston Ivy for year-round interest with flowering vine for summertime color 3) Retain large art elements at SW and SE corners since these are most visible locations to public. 4) Mask the snow chute behind the SW art corner. 5) Consider adding art elements to the three stair/elevator enclosures. 6) Solicit input on selection and final design of art features. 7) Install decorative metal panels on the north exposure to mask headlights from vehicles inside the ramp. 8) Install trees and shrubs to supplement existing foliage to mask the parking structure to the greatest degree practical. 9) Maintain the bright green accent color on the elevators and stairways for wayfinding. 10) Handicapped accessible parking will be located on 1st level and near elevators on upper levels. Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 8 7) Public Area Design Features The outdoor public spaces will be designed to reduce the costs of long term maintenance. 1) Water feature will be retained and modified to avoid nuisance in the winter months. 2) Water feature will also incorporate a seating ledge. 3) Overhead string lighting will be added in strategic locations similar to overhead lights in other parts of 50th & France. 4) The “banding” element will be removed from the paving plan to avoid making the public spaces seem too long or narrow. 5) Paving elements will be long-lasting and durable to withstand snow removal with minimal wear and tear. 8) Miscellaneous Strategies 1) The City has offered financial incentives to contractor to return the North Ramp to service by April 1, 2018. Penalties will apply if this deadline is not achieved. 2) Demolition of the Center Ramp will be delayed, if necessary, until the North Ramp is partially returned to service in April 2018. 3) City to employ Communications Coordinator to serve as an exclusive liaison to the businesses and other neighborhood stakeholders. 4) City and Developer committed to monitoring the effectiveness of the Action Plan and modifying as needed. Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 9 Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 10 Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 11 Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 12 Market Street Redevelopment December 1, 2017 Construction Mitigation and Parking Management Plan Page 13 Date: Dec emb er 5, 2017 Agenda Item #: I X. To:C hair & C ommissioners of the Ed ina HR A Item Type: R ep o rt / R ecommend atio n F rom:Bill Neuendorf, Ec o nomic Development Manager Item Activity: Subject:P reliminary Development Agreement: 5146 Eden Avenue Ac tio n Edina Housing and Redevelopment Authority Established 1974 C ITY O F E D IN A HO US I NG & R EDEVELO P ME NT AUT H O R I T Y 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED : Approve the P reliminary D evelopment Agreement and authorize staff to implement. I N TR O D U C TI O N : T his item pertains to the redevelopment of the C ity's former P ublic Works site located at 5146 E den Avenue. T his site has been the subject of extensive study over the past ten years. I t is recommended that a new combination of public and private uses be explored so that the vacant site can be returned to productive use. AT TAC HME N T S : Description 5146 Eden PDA - Staff Report 5146 Eden Preliminary Development Agreement Summary Notes 12-5 Eden Avenue December 5, 2017 Chair and Members of the Housing and Redevelopment Authority Bill Neuendorf, Economic Development Manager Preliminary Development Agreement – 5146 Eden Avenue Information / Background: The City has collected a great deal of input over the past ten years regarding the re-use of Edina’s former Public Works site at 5146 Eden Avenue in the Grandview District. This site was vacated after the Public Works Department relocated to a larger facility on Metro Boulevard. After the district-wide Grandview Development Framework was approved in 2012, the City invited several development teams to compete for the opportunity to explore the re-use potential of the site. Frauenshuh Commercial Real Estate was selected as the collaborative planning partner and successfully completed several rounds of public input and design to shape a potential mixed-use project that featured significantly- sized elements that delivered a combination of public and private uses on the site. The conceptual 70,000 square foot Community Center was not funded at that time and the site has remained vacant and unused. There continues to be strong interest in the redevelopment of this vacant parcel. In September 2017, the City Council directed staff to revive the partnership with Frauenshuh to explore a new approach to delivering a combination of public and private uses on this site. Based on a review of the past input, the preferred elements on the 3.3 acre include a combination of: indoor and outdoor public facilities such as a new Art Center and Marketplace, market-rate housing, affordably- priced housing and a shared parking facility with the potential to serve as a park-and-ride. The City Attorney has prepared a Preliminary Development Agreement to establish the working relationship. The proposed Agreement gives Frauenshuh exclusive rights to explore new options for the site for a limited period of time. Both parties would be responsible for a portion of the work necessary to explore how the preferred public and private uses can work together on the site. The implementation of this Agreement will begin in December 2017 with a sketch plan concept submitted in early 2018. If the new concept is well received, the developer will continue to pursue a preliminary rezoning of the site as well as a binding real estate contract for redevelopment. Staff recommends approval of this Agreement and seeks authorization to implement the tasks established in the Agreement. END Page 1 of 12 195461v8 final PRELIMINARY DEVELOPMENT AGREEMENT THIS PRELIMINARY DEVELOPMENT AGREEMENT (this “Agreement”), dated the _________ day of _______________________2017, by and between the Edina Housing and Redevelopment Authority, a public body corporate and politic under the laws of the State of Minnesota (the “Authority”) and Frauenshuh, Inc., a Minnesota corporation (the “Developer”); WITNESSETH: WHEREAS, the Authority desires to promote development of certain property within the City, located at 5146 Eden Avenue, Edina, MN 55436 (the “Property”) as depicted in Exhibit A attached hereto; and WHEREAS, the Property is made up of parcels owned or to be owned by the Authority; and WHEREAS, the Authority has determined that it is in the best interests of the Authority that the Developer be designated as the sole developer of the Property during the term of this; and WHEREAS, the Authority intends that the site design for the Property be consistent with the 2012 Grandview Development Framework, the 7 Guiding Principles for redevelopment in the Grandview District (“Guiding Principles”) and the 2016 Transportation Study and provide for all of the following uses on the Property: 1. District parking structure that leverages the topography of the site; 2. Affordable Housing in accordance with City of Edina Policy; 3. Market Rate Housing; and 4. New finished building for the Edina Art Center (collectively referred to herein as the “Required Uses”). In addition, the Authority encourages the incorporation of a unique community-oriented commercial marketplace, such as a food hall (“Preferred Use”). Required Uses 1, 2 and 4 together with the Preferred Use must occupy at least 60% of the Property; WHEREAS, the Developer desires to master develop and acquire all or a portion of the Property for purposes of constructing thereon a mixed-use (multi-family residential and commercial) development along with complementary public uses (the “Development”); and WHEREAS, the Developer has requested the Authority to explore the use of tax increment financing (“TIF”) under Minnesota Statutes, Sections 469.174 to 469.1794, as amended, or other public financial assistance to offset costs of the Development; and WHEREAS, the Authority and the Developer are willing and desirous to undertake the Development if (i) a satisfactory agreement can be reached regarding the City of Edina (“City”) and/or Authority's commitment to TIF or other public financial assistance to offset costs of the Development; (ii) satisfactory mortgage and equity financing or adequate cash resources for the Page 2 of 12 195461v8 final Development can be secured by Developer; (iii) the parties reach a satisfactory resolution of zoning, land use, public infrastructure, and site design issues; and (iv) the economic feasibility and soundness of the Development and other necessary preconditions have been determined to the satisfaction of the parties; and WHEREAS, the parties wish to enter into this Agreement setting forth their respective responsibilities in connection with the Property. NOW THEREFORE, in consideration of the foregoing and of the mutual covenants and obligations set forth herein, the Authority and the Developer hereby agree as follows: 1. During the term of this Agreement the Authority agrees to designate the Developer as the sole developer of the Property and to negotiate solely with the Developer relative to the acquisition and development of the Property under the following terms and conditions: (a) The specific work to be performed by Developer, including deliverables and time frames is more specifically provided in Exhibit B (“Schedule”). As part of the deliverables, the Developer shall obtain a preliminary market study for the proposed residential portion of the site and the Preferred Use, a high-level traffic analysis that addresses the combination of uses on the site and soil borings for the various uses to evaluate soil conditions; (b) The Authority and Developer will work together in good faith to complete the tasks and activities per the Schedule. (c) The Authority and Developer will pursue the schedule activities within the pre-development budget set forth in Exhibit C (the “Pre-Development Costs”), with cost- sharing for such Pre-Development Costs as specified therein, except as otherwise modified by this Agreement. Any increases in budgeted items to Pre-Development Costs must be approved by the parties. Payment of Pre-Development Costs required under this Agreement shall be based solely on actual costs incurred. (d) If the parties and City execute the Contract (as defined in paragraph 2 below) and proceed to closing on the conveyance of all or a portion of the Property to the Developer, all actual Pre-Development Costs incurred by Developer, except costs attributed to the residential portion of the Property and associated pro-rated costs, will be applied as a credit to the purchase price and development cost of all or such portion of the Property conveyed in accordance with the allocations set forth in Exhibit C. (e) Developer and Authority shall determine whether the Required Uses and Preferred Uses can be accommodated on the Property in a manner that is consistent with the Guiding Principles by February 28, 2018, or such later date as agreed to by the parties. If the Required Uses cannot be accommodated as provided herein, no further work will be Page 3 of 12 195461v8 final done pursuant to this Agreement after the date of such determination and this Agreement shall terminate, unless otherwise approved by the parties. Provided Developer has complied with the timelines and deliverables for Phase I under the Schedule (unless any failure to comply is due to circumstances beyond Developer’s control), the Authority will reimburse Developer for only the actual costs incurred by Developer allocated to the Authority reimbursement as identified in Exhibit C . (f) Developer’s sketch plan (“Sketch Plan”) submission shall include the items required pursuant to the City Code and the following: site plan, floor plans, 3-D elevations, renderings of the Required Uses and Preferred Use, if incorporated, high level look at traffic impacts of all uses, narrative describing the uses and a summary of how they respond to the Southdale Vision Principles and the Guiding Principles. (g) If the Sketch Plan is not favorably reviewed by the City Council and suggested revisions cannot be accommodated, no further work will be done pursuant to this Agreement and the Agreement will terminate unless otherwise approved by the parties. Provided Developer has used good faith efforts to comply with the timelines and deliverables for Phase I under the Schedule, the Authority will reimburse Developer for only the actual costs incurred by Developer allocated to the Authority reimbursement as identified in Exhibit C. (h) If the Sketch Plan is not favorably reviewed and the parties and City are unable to negotiate a Contract, as hereinafter defined, prior to June 19, 2018, and provided the Developer has used good faith efforts to comply with the timelines and deliverables for Phase I and II under the Schedule, the Authority shall reimburse the Developer for the actual costs incurred by Developer allocated to the Authority reimbursement as identified in Exhibit C. (i) If Developer fails to use good faith efforts to comply with the deliverables and timelines identified in the Schedule through no fault of the Authority or City, Developer shall reimburse the Authority $2,000.00 per month for each month of this Agreement until Developer complies with the deliverables and timeline under the Agreement or the Agreement is terminated by either party for the right to exclusive development. (j) The Authority will provide previously completed Phase I and Phase II Environmental reports and Geotechnical reports for the Property to the Developer for review. 2. The parties agree to work cooperatively towards defining the Development and its components (including but not limited to site design, building plans and specifications, number of market-rate and affordable residential units, commercial square footage, building stories and height, public amenity components and structured parking, storm water management, streets and sidewalks, and all other necessary public infrastructure improvements), and determining its financial feasibility, the infrastructure necessary to service it, and the approvals necessary to bring Page 4 of 12 195461v8 final it to fruition; as well as to negotiate in good faith toward a definitive Contract (the “Contract”), together with the City. 3. Developer shall prepare a Development pro forma (including a detailed list of various revenue sources and respective amounts necessary to bring the Development to fruition) and submit it to the Authority for its review prior to execution of the Contract. 4. Developer shall work to secure satisfactory mortgage and equity financing, and additional forms of financing necessary to bring the Development to fruition prior to execution of the Contract. 5. Developer understands the Development will be subject to the City’s Grandview Development Framework and agrees to incorporate the planning principles and objectives of this framework in to the Development if the parties enter into the Contract. 6. In connection with this Agreement, the Authority hereby grants to the Developer, its agents, employees, officers, and contractors (the “Authorized Parties”) a right of entry on the Property for the purpose of performing all due diligence work and inspections deemed necessary by the Developer to fulfill its obligations under this Agreement (the “Permitted Activities”). The Authorized Parties shall have access to the Authority Property seven (7) days a week between the hours of 7:00 a.m. and 7:00 p.m. Developer hereby agrees to restore the Property to its original condition upon completion of the Permitted Activities. Developer agrees to indemnify, save harmless, and defend the Authority, and their officers and employees, from and against any and all claims, actions, damages, liability and expense in connection with personal injury and/or damage to the Property arising from or out of any occurrence in, upon or at the Property caused by the act or omission of the Authorized Parties in conducting the Permitted Activities on the Property. 7. The Authority will provide guidance to Developer in determining the municipal regulatory approvals required for the Development including, but not limited to, land use amendments to the Comprehensive Plan, zoning changes, permits, and any other necessary municipal approvals. 8. The Authority will provide guidance to the Developer on its applications for any approvals or land use guidance and zoning changes as may be required in connection with the Development. However, the City makes no guarantees as to any approvals or land use guidance and zoning changes as may be required in connection with the Development. 9. The Authority will review existing traffic studies pertinent to the Development. 10. The Developer agrees to complete an application and development payment agreement for TIF assistance (the “TIF Application”) pursuant to the Schedule. Page 5 of 12 195461v8 final 11. The Authority agrees to direct its staff and legal and financial consultants to review and analyze the TIF Application and the Development’s pro forma and help determine the terms of tax increment or other financial assistance required for the Development. 12. If, in the Authority’s sole discretion, the Development is feasible, desirable and public financial assistance is deemed appropriate, the Authority and the Developer will negotiate the Contract, which will provide, in general, for (a) the purchase of all or a portion of the Property by the Developer; (b) tax increment assistance in an amount determined by the Authority to be necessary to make the Development financially feasible and consistent with the Authority and City policies for issuance of tax increment financing; and (c) timely construction of the minimum improvements for the Development by Developer. The Contract will be subject to approval by the Authority’s board of commissioners and the approval by the City of the issuance of TIF, if TIF is to be used for the project. It is expressly understood that the Contract, when executed, will supersede this Agreement in all respects. Execution and implementation of the Contract shall be subject to: (a) A determination by the Authority in its sole discretion that its undertakings are feasible based on (i) the projected tax increment revenues and any other revenues designated by the Authority or City, including any grants; (ii) the purposes and objectives of any tax increment, development, or other plan created or proposed for the purpose of providing financial assistance for the Development; and (iii) the best interests of the City of Edina and Authority. (b) A determination by the Authority that any financial assistance is reasonably necessary in order to make the Development financially feasible, and that any such assistance is limited to the amount necessary to achieve financial feasibility based on Developer’s pro forma and review of all the facts and circumstances. (c) A determination by the Developer that the Development is both market and economically feasible and in the best interests of the Developer, and that the Developer is able to meet all the requirements of the Contract. 13. The Authority and Developer will pay the Pre-Development Costs in accordance with the terms of this Agreement based solely on actual costs within 35 days of receipt of an invoice or by reimbursement to a party upon request accompanied by reasonable evidence of payment. The parties will negotiate an appropriate pro-ration of project costs to be included in the Contract. 14. This Agreement may be terminated as follows: (a) By the Developer at any time upon 10 day’s written notice to the Authority. The Authority will reimburse Pre-Development Costs pursuant to Paragraph 1(e), if Developer’s termination is based on (i) a breach by the Authority; (ii) failure of the Page 6 of 12 195461v8 final City to adhere to the Schedule; or (iii) the reason identified in Paragraph 15 and Developer provides to the Authority appropriate evidence for such reason. If Developer terminates for any other reason, the Authority shall reimburse Developer solely for the actual costs equal to (i) one-half of soil boring costs; (ii) 50% of the costs of the residential market study and (iii) one-half of the costs of the traffic study; and Developer shall pay the authority pursuant to Paragraph 1(i). (b) By the Authority at any time upon 10 day’s written notice to the Developer. Provided Developer has complied with the deliverables according to the Schedule and is not in breach of this Agreement, the Authority will reimburse Pre- Development Costs pursuant to Paragraph 1(e) if termination occurs at or prior to completion of Phase I and pursuant to Paragraph 1(h) if termination occurs after completion of Phase I. (c) By mutual written agreement of all parties hereto. The Authority will reimburse the Developer pursuant to Paragraph 1(e) if termination occurs at or prior to completion of Phase I and pursuant to Paragraph 1(h) if termination occurs after completion of Phase I. (d) Pursuant to paragraph 16 hereof. 15. Developer agrees to notify the Authority and terminate this Agreement as soon as reasonably practicable in the event the Developer determines that the proposed Development is not market and economically feasible and/or Developer is unable to secure the financing necessary for the Development or if the Developer for any reason is unable to bring the Development to fruition. 16. This Agreement shall terminate by its terms if the governing bodies of the Authority and City have not approved the Contract by June 20, 2018 or such later date as agreed to by the parties. Except as otherwise provided herein, the parties agree that any costs expended prior to the date of the Authority and the City’s approval of this Agreement are the sole obligation of the party incurring such costs. 17. All reports, plans, models, software, diagrams, analyses and information generated in connection with performance of this Agreement the costs for which were reimbursed to Developer by the Authority shall be the property of the Authority. The Authority may use the information for its purposes. The Authority will be the copyright owner. 18. Developer and Authority shall exercise the same degree of care, skill and diligence in the performance of the deliverables required under this Agreement as is ordinarily possessed and exercised by real estate developer under similar circumstances. Page 7 of 12 195461v8 final 19. Developer and Authority shall each defend, indemnify and hold the other, and their respective officials, employees and agents, harmless from and against any and all liability, loss, expense (including reasonable attorney’s fees and cost) or claims for injury or damage arising out of the performance of this Agreement, caused by or resulting from the negligent or intentional acts or omissions of the indemnifying party and its officers, directors, volunteers, agents or employees. Under no circumstances, however, shall Authority be required to pay on behalf of itself or Developer, any amounts in excess of the limits on liability established in Minnesota Statutes, Chapter 466 applicable to any one party. 20. The Parties shall secure and maintain such insurance as will protect it from claims under the Worker’s Compensation Acts, and from claims for bodily injury, death, or property damage which may arise from the performance of work under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $1,000,000 each occurrence/aggregate Professional Liability $1,000,000 each claim Before commencing work, Developer and Authority shall each provide a certificate of insurance evidencing the required insurance coverage in a form acceptable to all parties. 21. Developer shall be responsible for engaging sub-consultants to provide professional expertise during implementation of the deliverables identified in Exhibit B. Authority reimbursement of any costs related to the Developer’s use of sub-consultants shall be determined pursuant to Exhibit C and the terms of this Agreement. Use of additional sub-consultants shall be solely at the expense of the party that engages other sub-consultants. Developer must pay its subcontractors/sub-consultants for all undisputed work provided by subcontractor/sub-consultant within ten days of Developer’s receipt of payment from the Authority, as the case may be. Developer must pay interest of 1.5 percent per month or any part of a month to subcontractor/sub-consultant on any undisputed amount not paid on time to subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. 22. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. 23. Authority, Developer and sub-consultants must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to (1) all data provided by and to the Authority or City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Developer and Authority pursuant to this Agreement. Developer is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were a government entity. In the event Developer or Authority Page 8 of 12 195461v8 final receives a request to release data, each party must immediately notify the other. Authority will give Developer instructions concerning the release of the data to the requesting party before the data is released. Developer agrees to defend, indemnify, and hold the Authority, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Developer’s officers’, agents’, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The Authority agrees to defend, indemnify, and hold Developer, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from the Authority’s officers’, agents’, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 24. Each party shall defend the other party from actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by the party, and shall hold harmless the other party from loss or damage resulting therefrom. 25. Neither party shall assign this Agreement or any interest arising herein, without the written consent of the other party. 26. Notice or demand or other communication between or among the parties shall be sufficiently given if sent by mail, postage prepaid, return receipt requested or delivered personally: (a) As to the Authority: Edina Housing and Redevelopment Authority 4801 W 50th St Edina, MN 55424 Attn: Executive Director (b) As to the Developer: Frauenshuh, Inc. 7101 West 78th Street, Suite 100 Minneapolis, MN 55439 Attn: David Anderson, Senior Vice President 27. This Agreement may be executed simultaneously in any number of counterparts, all of which shall constitute one and the same instrument. (The remainder of this page is intentionally left blank.) Page 9 of 12 195461v8 final IN WITNESS WHEREOF, the City and Authority have caused this Agreement to be duly executed in their name and behalf and their seal to be duly affixed hereto and the Developer has caused this Agreement to be duly executed as of the date and year first above written. FRAUENSHUH, INC.: By: ___________________________ Its: ___________________________ EDINA HOUSING AND REDEVELOPMENT AUTHORITY: By: ___________________________ James B. Hovland, Its Chair And By:___________________________ Robert J. Stewart, Its Secretary Page 10 of 12 195461v8 final Exhibit A PID: 2811721310014 PID: 2811721310015 PID: 2811721310016 Page 11 of 12 195461v8 final Exhibit B Grandview- Former Public Works Site Preliminary Development Agreement 2017/2018 Schedule & Process Edina Housing and Redevelopment Authority and Frauenshuh Phase 1 – Sketch Plan • December 11 (week of): Organizational Meeting/Workshop with City staff and Developer’s team, including Developer’s architectural, civil and landscape consultants. • December 11th or 18th (week of): Workshop with City Staff and Developer’s team. • January 8th (week of): Developer presentation of first draft of Sketch Plan to Joint workshop with Parks & Rec Board and Arts & Culture Commission representatives. • January 10th : Developer submission of Sketch Plan Application. Developer submission of preliminary market study concerning private development and the Preferred Use • January 24th: Planning Commission; Sketch Plan review. • January 24th (week of): Developer schedule and participate in neighborhood meeting concerning draft Sketch Plan. • February 7th: City Council; Sketch Plan review. Phase 2 – Contract for Private Redevelopment and Necessary Land Use Approval • April 25th: Developer completion of traffic study • April 9th: Developer application for Tax Increment Financing, Developer Submission of Development Payment Agreement; Developer application for preliminary zoning approval and any necessary comprehensive plan amendments required for development. • April 25th - June 9th: Developer, Authority and City negotiation of Contract for Private Redevelopment and Tax Increment Financing Agreement. • May 9th: Planning Commission review of preliminary zoning and comprehensive plan application. • June 5th: Contract for Private Redevelopment and Tax Increment Financing Agreement submitted to the Authority and City Council together with final approval of any. Comprehensive Plan Approvals necessary for development and preliminary zoning approval. Page 12 of 12 195461v8 final Exhibit C 5146 Eden Avenue – Preliminary Development Agreement with Frauenshuh History • subject of prolonged community conversations • Vacant since Public Works Department moved in 2010-11 • Demolished in 2013 • City selected Frauenshuh as collaborative partner in 2014 after competitive interview process • 2015 study collected extensive public input and investigated mixture of public/private uses on the site • 2016 community center study completed • No action taken due to the high cost of community center $35 to $45 million Status • TIF District established 2016; five year clock is running • Several developers, including Frauenshuh, have expressed interest in purchasing the site or partnering on the site • Staff recommends renewed effort to see if key elements can be weaved together successfully • With Comprehensive Plan updates due in late 2018, Met Council advised that no amendments will be considered after June 30th. This new deadline may stifle development 6-12 months if direction of the site is not determined by mid-2018 Next steps • Renew exploration of viable re-use of the site • Incorporate the key elements and preferences identified in the past several years of public input • Continue working with Frauenshuh who successfully completed the previous scope of work in 2015-2016 Key Points of Agreement 1) Continue working in partnership with Frauenshuh 2) Grounded in 7 Guiding Principles, 2012 Framework Plan and 2016 Transportation Study 3) Prepare concept plan based on 3 fundamental elements a. Private housing, limited to 40 percent of the site i. Market-rate and affordably-priced b. Public shared parking i. possible Met. Council park-n-ride c. Public facility, modest scale to keep costs bearable i. New Art Center ii. Second new public amenity – possibly food hall 4) Bring concept to Commissions and CC for sketch Plan review. Then, determine if concept has viability... a. If not, stop and HRA reimburses developer for 50% of work completed i. No more than actual expense incurred - up to $56,500 b. If yes, keep going and prepare critical items... i. Terms of real estate sale ii. Design of private building iii. Design master site Plan iv. Rezoning and comp Plan amendment, if necessary v. Terms of Redevelopment, possibly including TIF 5) Default terms, if proceed past sketch Plan ... a. If developer fails to deliver, they pay penalty i. $2,000 per month dated back to beginning of contract b. If City fails to deliver, must reimburse Consultant costs and Developer costs i. No more than actual cost incurred - up to $75,500 2015 Public/Private Concept 2016 Community Center Study