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CAS-16_2017-16 SITE PLAN REVIEW BONGARDSDisclaimer This map is neither a legally recorded map nor a survey ands not intended to be used as one This map is a compilation of records, information and data located in various city, county state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features If errors or discrepancies are found please contact 952- 227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466 03, Subd 21 (2000). and the user of this map acknowledges that the City shall not be liable for any damages.. and expressl waives all claims, and agrees to defend. ind 'N and hold harAUe SIM 61� arr A cisa*Arought by User, its employee nts, or third parties which arise out of the user's access o"V!f ,Q l .)u MN 20 PHI CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us �PITNEY BOWES 02 1P $ 000.46° 0003195036 JUL 202017 MAILED FROM ZIP CODE 5531 7 11 TXIE 574464010-11; RT.-ITURN TC SLNDER UNABL,I 1'O FORWARD ,oNABLE TO F4RWARI', RETURN TO SE=ER a�•,�,ri�tti��t{r,�r�r�lt� a ��It n �'�rlt�,�r�i�irt��rt��t�aO�r�I�:III 11 but AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH,MN 55446-2878 i, t,I„r,rjrr1)111111+(r,I,rrrlriir„11PI l' I,iIi Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 1, 2017 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of thea enda. Location: City Hall Council Chambers 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story Proposal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit 'Develo ment (PUD). Applicant: Bon ards Property 8330 Commerce Drive F , Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's regt#st and to obtain input from Ale neighborhood about this project: During the meeting, the Chair will lead the What Happens public hearing through the following steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by Questions & email at bgenerous(cD_ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is Invited to attend the meeting. • Staff prepares a report on the subject application that induces all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s) • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be induced in the report, nlaasa mmtad the Plannin Staff oerson named on the notification. _ This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records. information and data located in various city, county. state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952- 227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any QirrtaQea and exWessaiv�S II lajms. and agrees to defend, inde,wip, and hold henVill$�tli� ily Rbm inyan�2 Usbrought�y Us,�e,r+ �its�emplo es'ofPhents, or third parties which arise out of the users access aLz-iii >F"r "JWN ig a.T CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 wwwb.chanhassen.mn.us 4i� PITNEY BOWES 021P $ 000.460 0003195036 JUL 202017 MAILED FROM ZIP CODE 55317 MiXiE 553 rC 1 2208,1011/17 RETURN TO SENDER rd T r =sta L" ADDRESSED i3W_ALIEi TO FORWARD RC" SSRI 7 1% 1 a7 A7 *AA7R-AA117-75-7A 11 11{1111111�`�iI114111I1IlIIiIl1111111111111111111111111111jlsi SCANNED J & R CHANHASSEN LLC 3209 GALLERIA #1804 EDINA,MN 55435-2558 iiFriiill,iiii;,ijijiiillljjjlll1111111i1i11►►i11lillilltlijiliii Notice of Public Hearing Chanhassen Planning Commission Meeting & Time: Tuesday, August 1, 2017 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. tion: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story sal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). cant: Bon ands 'rty 8330 Commerce Drive :ion: A location map is on the reverse side of this notice. The purpose of this public hearing is to*fbrm you about the applicant's recquest and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the Happens public hearing through the following steps: Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the Droiect. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by ions & email at bgenerous(d�ci.chanhassen.mn.us or by phone at tents: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonmgs, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, please contact the Planning Staff person named on the notification. Thomas J. Campbell Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, Iii Alina Schwartz. Shana N. Conklin Amy B. Schutt James J. Mongd, III Jerome M. Porter Kurt S. Fischer Matthew K. Brokl Grand Oak Office Center I 860 Blue Gentian Road Suite 290, Eagan, MN 55121 651452-5000 Fax 651-234-6237 www.ck-law.com CAMPBELL KNUTSON Professional Association November 20, 2017 Ms. Jenny Potter City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Re: Chanhassen — Bongards Creameries Dear Ms. Potter: Enclosed herewith for your files are the following original recorded documents in the above matter: 1. Site Plan Agreement # 2017-16, recorded on November 9, 2017, as Torrens Document No. T204680; 2. Grant of Permanent Easement for Drainage and Utility Purposes from Bongards' Creameries to the City, recorded on November 9, 2017, as Torrens Document No. T204681; and 3. Declaration by Bongards' Creamers in favor of the City, recorded on November 9, 2017, as Torrens Document No. T204682. If you have any questions regarding the above, please give me a call. Very truly yours, CAMPBELL KNUTSON Professional Association By: � � � 6 4 - 1��, Carole J. Hoert cjh Legal Assistant Enclosure 18868ovl SCANNED Document No. T204680 OFFICE OF THE REGISTRAR OF TITLES CARVER COUNTY, MINNESOTA Filed on -November 09, 2017 4:04 PM Cert # 38540 1111111111111111111 204680 CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2017-16 BONGARDS CREAMERY SPECIAL PROVISIONS Fee: $46.00 Kaaren Lewis Registrar of Titles AGREEMENT dated August 28, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and BONGARDS' CREAMERIES, a Cooperative Corporation under the laws of Minnesota (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lot 3, Blockl, Chanhassen Business Center 2"`' Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 13,070 square foot, two-story building expansion on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A --Site Plan prepared by Solution Blue, Inc., dated November 16, 2016. Plan B—Grading, Drainage and Erosion Control Plans prepared by Solution Blue, Inc., dated November 16, 2016. Plan C --Landscaping Plan prepared by Solution Blue, Inc., dated November 16, 2016. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 30, 2018. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $161,800.00 (erosion control, landscaping and storm water). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Bongards' Creameries, 13200 County Road 51, Norwood, Minnesota 55368. Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 13,070 square foot, two-story building expansion subject to the following conditions: Building a. Building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and 2 fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy related requirements will be addressed when complete building plans are submitted. f. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering a. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. b. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. c. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. d. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. e. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. f. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. g. The applicant shall submit a maintenance and operations plan for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. h. The applicant shall submit annual inspection reports to the City. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. j. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. k. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. 3 Planning a. The applicant shall revise the primary building material from EIFS to some other acceptable material. b. The applicant shall provide site furnishings to the site. 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. 9. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN F:�f I S�— The foregoing instrument was acknowledged before me thisday of , 2oa by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NO PUBLIC KIM T. MEUWISSEN Notary Public -Minnesota � 1 My COM-ulon Expjrea Jan 31, 2020 IfffNu�a�''. Cary �•,, O r ' �, , �� Nig•' STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN F:�f I S�— The foregoing instrument was acknowledged before me thisday of , 2oa by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NO PUBLIC KIM T. MEUWISSEN Notary Public -Minnesota � 1 My COM-ulon Expjrea Jan 31, 2020 DEVELOPER: BONGARDS' CREAMER -- BY: Chris 11reeman Its Chief Financial Officer STATE OF MINNESOTA ) (ss. COUNTY OF � � GLV Ue V-) The foregoing instrument was acknowledged before me this day ofOdfoe ✓ , 20by Chris Freeman, the Chief Financial Officer of Bongards' Creameries, a Cooperative Corporation under the law of the State of Minnesota, on behalf of the entity. ox — NOTAO PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 5 AMY JENNIFER HOLST Notary Public -Minnesota . - My Comnftelon Borne Jen 31, 2021 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this site plan agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 1 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every 2 right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 3 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT CoBANK ACB, a federally -chartered instrumentality of the United States, which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this 23`d day of October, 2017. CoBank ACB By fleffdo6renrbos. Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this 23rd day of October, 2017, by Jeff Doorenbos, the Vice President of CoBank ACB, a federally -chartered instrumentality of the United States on behalf of CoBank ACB. LYNN M. PAULY Notary Pubila-Mimesota My Owm*Gbn 60ift .Mn 31, 20¢1 DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 El qV't'tQi_1\ NOTARY PUBLIC Document No. T204682 OFFICE OF THE REGISTRAR OF TITLES CARVER COUNTY, MINNESOTA Filed on -November 09, 2017 4:04 PM Cert # 38540 1111111111111111111 204682 DECLARATION Fee: $46.00 Kaaren Lewis Registrar of Titles THIS DECLARATION is made this o2s�41 day of GCtDio2,1' , 201-, by BONGARDS' CREAMERIES, a cooperative corporation under the laws of Minnesota ("Declarant") in favor of the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"). Recitals WHEREAS, Declarant is the owner of real property within the City of Chanhassen, Carver County, Minnesota, platted and legally described on the attached Exhibit A ("Property"), and no one other than Declarant has any right, title or legal interest in the Property; and WHEREAS, the Property constitutes the entirety of the land to which the Site Plan applies; and WHEREAS, Declarant desires to subject the Property to certain conditions and restrictions related to maintenance of facilities and site conditions required by the City as a condition of approval of the Site Plan for the mutual benefit of the City and Declarant. NOW, THEREFORE, Declarant makes this Declaration and hereby declares that this Declaration constitutes covenants to run with the Property in perpetuity, and is binding on all persons owning or acquiring any right, title or interest in the Property and their heirs, successors, personal representatives and assigns. All features requiring maintenance as specified below and on the scaled site plan for the Property attached hereto and incorporated herein as Exhibit B will be maintained in perpetuity as follows: 1. STORMWATER FACILITIES. a. Underground storage facilities. Underground storage facilities will be inspected at least annually to ensure continuing performance per design. Capacity will be considered inadequate if sediment has decreased the storage volume by 50 percent of the original design volume. Accumulated debris and sediment will be removed, and inlet and outlet structures will be kept clear of any flow impediments. 194866v1 JC��NLD b. Grit chambers, sump catch basins and sump manholes. Grit chambers, sump catch basins and sump manholes will be inspected in the spring, summer and fall of each year. All sediment and debris will be removed as needed such that the stormwater facilities operate as designed and permitted. 3. WRITTEN REPORT. Property Owner will submit to the City annually a brief written report that describes the maintenance activities performed under this Declaration, including dates, locations of inspections, and the maintenance activities performed. 4. VIOLATIONS. The City may seek any remedy in law or equity against the Declarant as long as the Declarant owns the Property and thereafter against the Property Owner for a violation of this Declaration. "Property Owner" as used in this Declaration means the owner of the Property or a lot or outlot of record within the Property to which a maintenance obligation herein applies. 5. RECITALS. The Recitals set forth above are expressly incorporated herein. IN WITNESS WHEREOF, the undersigned has executed this instrument the day and year first set forth. DECLARANT: `J Chris Freeman, Its Chief Financial Officer STATE OF MINNESOTA ) i% _- )ss. COUNTY OF I.A�YVG r, ) The foregoing instrument was acknowledged before me this 1144 day of 6!5-Tb(p_ k- , 2017, by Chris Freeman, the Chief Financial Officer of Bongards' Creameries, a Cooperative Corporation under the laws of Minnesota, on behalf of the entity. DRAFTED BY: CAMPBELL KNUTSON, Professional Association Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 AMP 194866vi m No,n Public JODI M. FASCHING Notary Public -Minnesota My Commission Expires Jan 31, 2018 EXHIBIT A to DECLARATION Lot 3, Block 1, CHANHASSEN BUSINESS CENTER SECOND ADDITION, according to the recorded plat thereof, Carver County, Minnesota. 194866v1 Februa 1999 March 1999 ril 1999 M T W T F S S M T W T F S M T W T F S 1 2 3 4 5 6 1 2 3 4 5 6 3 7 8 9 10 1t 12 13 7 8 9 ib i1 i2'13 4 5 6 7 8 4 10 f 4 15 16 17 18 19 20 14 15 16 17 18 19 211 TV0 13 14 .15'".6-17 2 �1 22 23,24 25 28 27 11 22 23 24.25.26.'/ f8 19 20 21 2' :i .8 ................. ... :29..3...3.1.............. I15.26 J Securities Start Due S P Category Description 10122017 642018 0 Bongards Cash Escrow - Chris Freeman Site plan security S161.800-00 Planning Case 2017-16 13200 County Road 51 Bongards, MN 55368 Check #280036 - October 10, 2017 4/10/18 - status check to Bob. JP 4/16/18 - Per Bob - hold until June. JP 8/31/18 - Bongards has withdrawn their project and are requesting their security. Bob has signed off, receipt is in Kate's office and also needs to be signed off by Todd G. and Greg. js 2/4/19 -Per City's Finance Dept., the $161,800 security was released on 9/6/18. 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........................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................... .............................................................................................................................................................................................................................................. ............................................................................................................. ... 0 Woe Dwebpeet CWP, 2141201 gal 342 PM S=Status P=Priority Pap I September 6, 2017 CITY OF CHANHAvaudEN Chanhassen is a Community for Life- Providing forToday and PlanningforTomorrow Mr. Chris Freeman Bongards Creamery 8330 Commerce Drive Chanhassen, MN 55317 Re: Planning Case #2017-16 Building Expansion Bongards Creamery Dear Mr. Freeman, Enclosed is the site plan agreement for the proposed building expansion. Please complete the forms and return to the City of Chanhassen for execution and recording. Submit the security in the amount of $161,800.00 (letter of credit or check) specified in the agreement. A recent copy of a title commitment should also be submitted. Note that if there is a separate property owner, they must sign their consent. Additionally if there is a mortgage holder, they must also sign off on the agreement. A building permit cannot be issued until the agreement is recorded. You may submit your construction plan for building permit review at any time. We suggest you begin this process as soon as possible. If you have additional questions or need more information, please contact me. Robert Generous, AICP Senior Planner Ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager WMNED Jessica Archer, Building Official Stephanie Smith, Project Engineer Krista Spreiter, Natural Resources Technician Mitchell Cookas, Solution Blue PH 952.227.1100 • www.cl.chanhassenan.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 CITY OF CHANHASSEN SITE PLAN AGREEMENT # 2017-16 BONGARDS CREAMERY SPECIAL PROVISIONS AGREEMENT dated August 28, 2017, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, (the "City"), and Bongards Creamery, (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for (referred to in this Agreement as the "project"). The land located in Carver County, Minnesota, is legally described as Lot 3, Block 1, Chanhassen Business Center 2"d Addition. 2. Conditions of Site Plan Approval. The City hereby approves the site plan for a 13,070 square foot, two-story building expansion on condition that the Developer enters into this Agreement and furnish the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A --Site Plan prepared by Solution Blue, Inc., dated November 16, 2016. Plan B --Grading, Drainage and Erosion Control Plans prepared by Solution Blue, Inc., dated November 16, 2016. Plan C --Landscaping Plan prepared by Solution Blue, Inc., dated November 16, 2016. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 30, 2018. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") for $161,800.00 (erosion control, landscaping and storm water). If the Developer requests a Certificate of Occupancy prior to the installation of site landscaping, then the developer shall provide to the city a letter of credit or cash escrow in an amount sufficient to insure the installation of said landscaping. PROCEDURES FOR LETTER OF CREDIT REDUCTION a. Requests for reductions of Letters of Credit must be submitted to the City in writing by the Developer or his Engineer. b. Partial lien waivers totaling the amount of the requested reduction shall accompany each such request. c. Any reduction shall be subject to City approval. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. City Council approves a site plan for a 13,070 square foot, two-story building expansion subject to the following conditions: Building a. Building(s) are required to have automatic fire extinguishing systems. b. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. e. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 2 f. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering a. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. b. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. c. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. d. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. e. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. f The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. g. The applicant shall submit a maintenance and operations plan for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. h. The applicant shall submit annual inspection reports to the City. i. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. j. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. k. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning a. The applicant shall revise the primary building material from EIFS to some other acceptable material. b. The applicant shall provide site furnishings to the site. 3 8. General Conditions. The general conditions of this Agreement are attached as Exhibit "A" and incorporated herein. CITY OF CHANHASSEN AND: Denny Laufenburger, Mayor Todd Gerhardt, City Manager DEVELOPER: BY: Chris Freeman Its Chief Financial Officer STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 20, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20_ by Chris Freeman, its Chief Financial Officer. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 4 NOTARY PUBLIC CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "A" GENERAL CONDITION 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) this site plan agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, and 3) the City has issued a building permit in reliance on the foregoing conditions having been satisfied. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the site to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The Developer or his contractor(s) shall post a letter of credit or cash escrow to the City to secure the warranties at the time of final acceptance. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Agreement. D. Breach of Contract. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Occupancy. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Recording. This Agreement shall run with the land and may be recorded against the title to the property. 01 I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this contract shall be from 7:00 a.m. to 9:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Construction activities in conjunction with new developments and city improvement projects, including but not limited to grading, utility installation and paving, requiring the use of heavy equipment shall be permitted between the hours of 7:00 a.m. and 6:00 p.m. on any weekday and 9:00 a.m. and 5:00 p.m. on Saturdays. No such activity is permitted on Sundays or public holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws, Ordinances, and Regulations. In the development of the site plan, the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Development Contract. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. VA CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Agreement, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 920 STATE OF MINNESOTA ) ( ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFrED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 320 STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20—, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 X NOTARY PUBLIC August 30, 2017 CITY Of C HANHASSE N Chanhassen is a Community for Life - Providing forToday and Planning forTomorrow Chris Freeman Bongards Creamery 8330 Commerce Drive Chanhassen, MN 55317 Re: Planning Case #2017-16 Building Expansion Bongards Creamery Dear Mr. Freeman, This letter is to confirm that on August 28, 2017, the Chanhassen City Council approved the Site Plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the following conditions: Building 1. Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. SCANNEC PH 952.227.1100 • www.d.Chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 J Mr. Chris Freeman Bongards Approval Letter August 30, 2017 Page 2 of 3 Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations plan for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 8. The applicant shall submit annual inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. 10. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. of Mr. Chris Freeman Bongards Approval Letter August 30, 2017 Page 3 of 3 We will be drafting a site plan agreement for the project. Its execution and recording are required prior to issuing a building permit. I will be using you and the Bongards Creamery, as the contact and developer, unless I hear otherwise. Additionally, I will need: 1. A copy of a recent title commitment for the property 2. Engineers cost estimates for the storm water system, site grading, erosion control and landscaping. (Security is required as part of the site plan agreement.) 3. A list of the mortgage holders for the property and development. (They will need to sign the consent to the site plan agreement.) 4. The legal name to be used by the developer and contact person. (This will be included in the site plan agreement.) Currently, I am using you as the contact. If you have additional questions or need more information, please contact me. Sincere Robert Generous, AICP Senior Planner Ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Jessica Archer, Building Official Stephanie Smith, Project Engineer Krista Spreiter, Natural Resources Technician GAPLAN\2017 Planning Cases\17-16 Bongards\Approval letter.docx CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Bongards' Creamery for Site Plan approval for a 13,070 square foot, two-story building expansion. On August 1, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bongards' Creamery for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 3, Block 1, Chanhassen Business Center Second Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development complies with the elements and objectives of the city's development guides and the zoning requirements for the site. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development design is in keeping with the general appearance of the neighboring developed areas. SCANNSQ d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. The proposed building expansion compliments the architectural appearance of the existing building. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, which is being improved as part of the development, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2017-16, dated August 1, 2017 prepared by Robert Generous, et al, is incorporated herein. - RECOMMENDATION Pa The Planning Commission recommends that the City Council approve the Site for Bongard's building expansion subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this 1 st day of August 2017. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 3 11, / (4t) CHANHASSEN PLANNING COMMISSION REGULAR MEETING AUGUST 1, 2017 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Steve Weick, Nancy Madsen, John Tietz, Maryam Yusuf, and Mark Randall MEMBERS ABSENT: Mark Undestad STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; Jill Sinclair, City Forester; and Stephanie Smith, Project Engineer PUBLIC HEARING: BONGARDS — SITE PLAN REVIEW FOR A 7.050 SQUARE FOOT, TWO STORY ADDITION AT PROPERTY LOCATED AT 8330 COMMERCE DRIVE FOR 1.8 ACRES OF LAND ZONED PLANNED UNIT DEVELOPMENT (PUD). APPLICANT/OWNER: BONGARDS. Generous: Thank you Chairman Aller, commissioners. As you stated Planning Case 2017-16 is a site plan review for an expansion of an existing office industrial building. The public hearing will be tonight. It will go to City Council at the end of the month on August 28`h. The project is located at 8330 Commerce Drive. This is a planned unit development area. There's an existing 90, approximately 9,500 square foot building on the site. They are adding a two story addition to that. This development is in Lot 3, Block 1, Chanhassen Business Center 2"d Addition. Again the request is for site plan review for a 13,070 square foot two story building expansion. It will be to the north of the existing building on the property. The land use for the property is guided office industrial uses. The zoning on the property is planned unit development. This is an office industrial park. Office, storage and research facilities are permitted uses within the PUD zoning. The site plan. Again they're adding the brown area of this building would be a two story addition to the site. They will expand their receiving area in the back. There's more office space and some of their research area and storage facility. The site itself is 1.81 acres. Again the existing building is 9,558 square feet. The two story addition, the first floor is 6,665 square feet and the second floor is 6,405 square feet so the total building area will be over 22,000 square feet with this expansion. As part of the expansion they're proposing to add parking on the east side of the building and a small parking area on the south of the building and we'll talk about that a little later. As part of your plan they submitted a building elevation with the material detailing and as part of our review we discovered that they were proposing the use of exterior insulating finishing system which is known as EIFS but it's prohibited as a primary building material in this development and within the city of Chanhassen so the applicant today submitted a revised building elevation using I believe it's face brick and so this would be acceptable material. It will be consistent with the existing building is a block, concrete block face material so this would be Chanhassen Planning Commission — August 1, 2017 very compatible with it. We believe this, it does comply with the ordinance requirements so happy to receive that increase. Again the exterior elevations, the north side of the building overlooks a railroad tracks. They have some windows and office space up there. The south side of the building, the expansion they just have celestial windows over the office area but most of it will be blank. And then the big articulation is actually on the east side of the expansion where they're providing an additional access entry into the building with a metal canopy over that to highlight that entrance area and a small plaza area. First floor again, they have a lot of office warehouse. Office and storage space. And then the second floor has additional testing areas for their research and storage areas within the development. It complies with all the, currently we don't have enough detail to determine building code compliance but that's the next phase of this development. We encourage them to meet with our building official as soon as they can in the process to expedite that. Site grading is for the parking lot expansion area and the small area north of the building. The rest of the site will remain as it is currently. As part of this grading plan they, well the landscaping plan exceeds our minimum requirements under city code and so it's, it will be a nice addition to that area once it's fully grown. The site utilities, they have sewer and water is currently available to the building. They will be providing an infiltration system. Perorated piping under the parking lot to help with their storm water management and so they have, and that's into the parking lot expansion area. They actually started on the east side and did some preliminary expansion when they first moved into the building under the existing approved site plan. They had the ability to do that and then now with the building expansion, because it's over 10 percent of the existing building area they had to come back in for site plan review. This project is consistent with the PUD zoning for the development. It's consistent with the City's Comprehensive Plan designation and we're recommending approval of the expansion subject to the conditions in our staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Any questions at this point of staff? Great presentation Bob. Again those watching at home or present here should know that all these documents, including the report which go into greater detail than the presentation itself are on the website and set out many of the conditions that have been met and the status of the property including drawings so if you want to take a look at those please feel free to do so. It's been, it's a great report so I don't have any questions either at this point in time. Would the applicant like to make a presentation? Matt O'Keefe: I'm Matt O'Keefe with BDH & Young. So we're the architectural group designing the addition for Bongards and working with them through the planning submission. I don't have too much more to really add onto Bob's presentation other than Bongards is really excited to be here. They're really excited to set their foot down on the ground and this is kind of their corporate campus and they're really excited to get moving on construction so I can answer any questions you guys might have. Aller: Any questions of the applicant at this point in time? Thank you. It looks like, we appreciate the. 1a Chanhassen Planning Commission — August 1, 2017 Matt O'Keefe: The public have any questions? Aller: The accommodation of the EIFS system and the change over to brick. MattO'Keefe: Yeah and that wasjust fine so that's not a problem for any of us so. Aller: Awesome. Thank you. Look forward to it. And at this point in time we'll open up the public hearing for any individuals wishing to come forward either for or against this item to give us their feedback. And seeing no one present coming forward we'll go ahead and close the public hearing and open it up for commissioner discussion. And/or action. Madsen: Looks like a great project and it's office industrial, not manufacturing so it fits very nicely. Aller: Yep, I think the articulation looks great. The materials look good. The fact that they've exceeded the landscaping. The water, storm water management system. It appears to be something that provides additional safety because we're protecting the neighbors from any runoff and capturing any of that water. I think it's a good project. Aanenson: I was just going to add a couple comments kind of anecdotally. Aller: Please. Aanenson: Sothis was Chan Business Center. This one was actually the National Weather Service was one of the first users in here and just to give you a little background on the reason why it was given the PUD. The National Weather Service had requirements for large spaces. They do do balloons that they launch to check weather and then they've got the Nexar radar up there too so because they had a lot of green space requirements we were able to capture that and then make smaller lots but, so this project, this PUD was put in place in 1993 so now we're seeing kind of the second evolution of some of these buildings coming back through. You can see the biggest change now is that storm water has changed and so a lot of these systems are going to have to be underground in order to accommodate them because the rules have changed so I think we'll see more of those so we're excited that Bongards picked this site. They were looking at quite a few other ones and as Bob mentioned they did a small, minor addition just to get them through the winter and working on their plans so just wanted to give you a little background on that. Aller: Great. Well I'll just reiterate. It looks like under the PUD and the present zoning of the facility and based on the report and the information provided and the conditions that are in there it looks to fulfill all the requirements of the present zoning so. I'll entertain a motion at this point in time if someone would like to make one. Madsen: I can make a motion. 3 Chanhassen Planning Commission — August 1, 2017 Aller: Commissioner Madsen. Madsen: The Chanhassen Planning Commission recommends that the City Council approve the Site Plan for a 13,070 square foot, two story building expansion, plans prepared by Solution Blue, Inc. dated November 16, 2016, subject to the conditions of approval and approves the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Randall: A second. Aller: And a second by Commissioner Randall. Any further discussion based on that motion and second? Madsen moved, Randall seconded that the Chanhassen Planning Commission recommends that the City Council approve the Site Plan for a 13,070 square foot, two story building expansion, plans prepared by Solution Blue, Inc. dated November 16, 2016, subject to the following conditions of approval and approves the Findings of Fact and Recommendation: Building I . Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 4 Chanhassen Planning Commission — August 1, 2017 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 8. The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. 10. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Weick noted the verbatim and summary Minutes of the Planning Commission meeting dated July 18, 2017 as presented. ADMINISTRATIVE PRESENTATIONS. Aller: Then we'll move onto City Council action update. 5 Chanhassen Planning Commission — August 1, 2017 Aanenson: West Park was approved. Putting together a development contract on that. They do not have a pre -con yet set for that but putting everything together. I know they want to get started here yet August or September. Avienda, the council removed that from the rural service district because it was given preliminary plat approval. It changes their taxing status because it's now ripe for development, and Arbor Glen was approved. That one is scheduled for a construction pre -con meeting. Smith: It was scheduled and now it's been cancelled to a future date. Maybe in a week or two. Aanenson: Okay so. Aller: Just when you think... Aanenson: I know. Well it got approved. It stayed on the calendar so. Aller: It's on track. Aanenson: Yeah, yeah. So there is a lot of interest in that type of product. I know there's people waiting for that development to go forward so, and if everybody remembers where that is. That's at the corner of Lyman and 101. So that's all I had on council update. I'll go through the future Planning Commission Chair if I may. Aller: Please. Aanenson: So our next get together will be on August 8' with the joint tours. We'll be meeting out front. I put in the agenda and we may be a bit flexible on the agenda. We were going to go by Mission Hills. We thought maybe they'd be starting. That also has some interesting storm water features with it but I think what we'll do is substitute maybe that for Powers Point. We're going to see where they are in their project. They're also doing, so Powers Point. Powers Ridge, excuse me. So that is off of Powers Boulevard and Lake Drive. So there's a senior housing project going in there and so that also has an underground system so they're close to getting it in. We'd like to be able to see that. Otherwise we've got pictures that we can show you what it would look like when it goes in but we'd like to go by that one so we'll amend the agenda as you get here but please be here by 5:45. Dress comfortable. Hopefully we don't have bugs like we did last year. It was pretty mosquito so dress for the weather and so I think we're going to have a good turn out with all the other commissions so. Aller: Yeah we look forward to this with great anticipation every year. Aanenson: There you go. Aller: Because we get to work with the Environmental and Park and Rec and go around and see how things are developing around Chanhassen. Aanenson: Yeah. Z Chanhassen Planning Commission — August 1, 2017 Aller: So it's always a great opportunity. Aanenson: Yep, great. So that's our next meeting. August 15th we do not have a meeting. We did not have anything come in and we're going to give you a week off because we'll be hitting the ground running here in a little bit so on September 5th we do have a meeting. An internal code amendment on signs and then a minor item on approving whether or not the Avienda is consistent for the TIF district which you have to just weigh in on a resolution saying that's consistent with land use and zoning. Then we do have the open houses. We put together a website. If you want to go to the City's home page there's a website regarding the Comprehensive Plan so we've got those open houses September 13th and 14th and you're welcome to attend either one of those. We'll have different stations set up with maps and let people comment on things that we're looking at and then we're proposing some miscellaneous code amendments and then having the public hearings on that. We do anticipate a couple other projects if you look on that front side. The Hansen's are working on the Santa Vera Apartments which is right behind the elementary school there right downtown. That'd be the completion of that project which was probably done in the 60's so things have changed since they built those. The rules so had to do a wetland delineation and a tree inventory. Things that were never done before so, and then there's a couple other small lot subdivisions that are out there but that's kind of what we're, what we think will still potentially happen yet this year. So with that, that's all the updates I had. Unless you had any questions for me. Aller: No. Everybody good? Awesome. Okay so at this point in time we're going to go ahead and I'll entertain a motion to adjourn after which we'll have an open discussion and we have Jill Sinclair here from Natural Resources so we'll be talking about natural resources and how it fits into our new plan. Madsen moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:20 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 7 MEMORANDUM CITY OF CHANHASSEN' __ Chanhassen is a Community for Life -Providing forToday and Planning forTomorrow TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: August 28, 2017, 2017 dV SUBJ: Planning Case 2017-16 - Bongards Creameries PROPOSED MOTION "The Chanhassen City Council approves the Site Plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the conditions of approval and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant, Bongards Creameries, is proposing a 13,070 square foot, two-story building expansion to their existing 9,558 square foot building. Total building area will be 22,628 square feet. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on August 1, 2017, 2017 to review the proposed development. The Planning Commission voted 6 for and none against a motion to recommend that City Council approve the site plan. The Planning Commission had no major concerns or issues with the development. Planning Commission minutes for August 1, 2017 are included in the consent agenda for the August 28, 2017 City Council packet. RECOMMENDATION Staff recommends approval of the site plan subject to conditions of approval in the Planning Commission staff report. ATTACHMENTS 1. Planning Commission Staff Report Dated August 1, 2017�� g\plan\2017 planning cases\17-16 bongards\executive summary bongards.doc �G PH 952.227.1100 • wVYW.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 CITY OF CHANHASSEN PROPOSED MOTION: PC DATE: August 1, 2017 'B - J_ CC DATE: August 28, 2017 REVIEW DEADLINE: August 29, 2017 CASE #: 2017-16 BY: RG, ML, JM, JS, SS "The Chanhassen Planning Commission recommends that City Council approve the site plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the conditions of approval and approves the Findings of Fact and Recommendation." SUMMARY OF REQUEST: Request for Site Plan review for a 13,070 square foot, two-story addition. LOCATION: 8330 Commerce Drive (Lot 3, Blockl, Chanhassen Business Center 2nd Addition APPLICANT: Chris Freeman Bongards 8330 Commerce Drive Chanhassen, MN 55317 PRESENT ZONING: Planned Unit Development, PUD 2020 LAND USE PLAN: Office Industrial ACREAGE: 1.81 acres DENSITY: 0.21 F.A.R. LEVEL OF CITY DISCRETION IN DECISION-MAIQNNG: The city's discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting site plan approval to expand their existing 9,558 square foot building by 13,070 square feet in a two-story addition (6,665 1' floor and 6,405 2' floor). The total square footage will be 22,628 square feet. APPLICABLE REGULATIONS Chapter 20, Article 11, Division 6, Site Plan Review Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Districts Chanhassen Business Center Development Standards Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 2 of 9 BACKGROUND On March 23, 1998, the City Council approved Site plan review for a 9,582 square foot office building. (SPR#98-1) On April 10, 1995, the City Council approved the PUD amendment and preliminary plat of 7 lots and one outlot for Chanhassen Business Center Second Addition. On April 24, 1995, the City Council approved the final plat for the Chanhassen Business Center Second Addition. This parcel represents the last lot in the Second Addition to be reviewed for site plan approval. SITE PLAN REVIEW The applicant is requesting site plan approval for the construction of a two-story, 13,070 square foot expansion of the building with an existing area of 9,558 square feet. Site Constraints The property abuts the Twin City and Western Railroad corridor. Electric and gas easements encumber the northerly 60 feet of the site. Wetland Protection The City of Chanhassen Wetland Inventory, the National Wetland Inventory, a review of historic aerial photography and a site visit did not reveal any indications that wetland is present on either site. BIuffProtection There are no bluffs or steep slopes present on the site. Shoreland Management The property does not lie within a shoreland overlay district. Floodplain Overlav This property does not lie within a floodplain. ARCHITECTURAL COMPLIANCE Size Portion Placement The main entry is located in the southeast corner of the building. A new entrance is proposed on the east side of the expansion area. A metal canopy highlights the new entrance. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 3 of 9 Material, Color and Detail The applicant is proposing the use of a sand colored exterior insulating finishing system, EIFS, as the primary building material for the expansion. The use of EIFS is limited to an accent material. The applicant may want to use tilt -up concrete panels. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured or coated. The window area south of the entrance is highlighted with horizontal wood siding. An anodized metal panel canopy (dark brown) frames the window and entrance area. The base of the addition is highlighted with several courses of brick capped with a pre -colored, pre -cast continuous sill. Height and Roof Design The building height is 31 feet to the top of the parapet. Additionally, a corrugated metal screen extends above the parapet. The additional adds an additional story above the one story building. Facade Transparency While the addition technically doesn't need to comply with the 50 percent fagade transparency requirement, the entrance area of the addition does meet this requirement. Loading areas, refuse area, etc. Delivery and service door is located in the northwest corner of the existing building and shall be accessed via the western access drive. Lighting The applicant is proposing to provide wall mounted lighting as well as area lighting for the parking lot. A decorative, shoe box fixture with a square ornamental pole shall be used throughout the development area for area lighting. Total light height is limited to 30 feet. Wall mounting lighting shall be shielded and have a total cut-off angle equal to or less than 90 degrees. Signage The applicant has existing monument signage south of the building. Site Furnishings The applicant is proposing a small plaza area on the east side of the building at the new building entrance. The applicant should install a seating area or picnic table in the northeast part of the site. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 4of9 Landscaping Minimum requirements for landscaping include 1,436 sq. ft. of landscaped area around the parking lot, 3 landscape islands or peninsulas, 5 trees for the vehicular use areas, and bufferyard plantings along the north property line. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. The applicant meets minimum requirements for trees and landscaping in the parking lot/vehicular use area. Bufferyard requirements: Required Proposed Vehicular use landscape 1,436 sq. ft. 36,788 sq. ft. area 6 Understory trees 0 Understory trees Overall trees required for 5 trees 5 trees vehicular use area 3 Overstory trees 6 Overstory trees Landscape islands or 3 islands/peninsulas 3 islands/peninsulas peninsulas/parking lot 10 Shrubs 53 Shrubs The applicant meets minimum requirements for trees and landscaping in the parking lot/vehicular use area. Bufferyard requirements: The applicant meets minimum requirements for bufferyard plantings. Lot Frontage and Parking Location The property fronts on Commerce Drive to the south. The majority of the parking is provided to the east of the building. EASEMENTS The property survey shows the existing public drainage and utility easement around the perimeter of the property. Two easements for private utility lines also cross the northern side of the property. Required plantings Proposed plantings Bufferyard B —north 4 Overstory trees 16 Overstory trees prop. line, 220' 6 Understory trees 0 Understory trees 10 Shrubs 0 shrubs Bufferyard B — east prop. 3 Overstory trees 6 Overstory trees Line, 220' 6 Understory trees 3 Understory trees 10 Shrubs 53 Shrubs Bufferyard B — west 3 Overstory trees 4 Overstory trees prop. Line, 220' 6 Understory trees 8 Understory trees 10 Shrubs 0 Shrubs The applicant meets minimum requirements for bufferyard plantings. Lot Frontage and Parking Location The property fronts on Commerce Drive to the south. The majority of the parking is provided to the east of the building. EASEMENTS The property survey shows the existing public drainage and utility easement around the perimeter of the property. Two easements for private utility lines also cross the northern side of the property. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 5 of 9 The proposed stormwater infiltration basin will tie-in to a public stormwater pipe on the northern portion of the property. The public stormwater pipe is not within an easement according to the applicant's title search dated August 29, 2016. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property. The locations of all easements of record shall be shown on the survey based on a recent title search. GRADING AND DRAINAGE Drainage DA-1(NORTH-OVERLAND) DA -2 (SO DA -3 (NORTHWEST -PIPE) The existing drainage pattern for the site is shown to the left. The majority of the impervious surface runoff is captured by catchbasins in the parking lot and routed to the public stormwater pipe that is located on the western and northern portions of the site. The northern part of the site flows overland to the north. The southeast portion of the site largely flows to Commerce Drive. Existing Grading The proposed grading plan to the right reduces the areas on the north and southeast that flow overland. The central impervious area's runoff is still captured by the existing catchbasin in the parking lot and routed to the public storrnwater pipe that is located on the western and northern portions of the site. The new area consisting of the proposed building addition, some existing and some new parking will be captured by new r s ,--'DA-1 (NORTH) DA • L DA -3b \ ; D t� catchbasins. The new catchbasins lead to an Proposed Grading underground draintile and clear rock infiltration system. The system will overflow to a public stormwater pipe on the northern portion of the site. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 6 of 9 The applicant shall resubmit to -scale paper copies of the civil plans, including grading. The applicant shall label the first floor elevations of buildings on adjacent lots. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets. Erosion Prevention and Sediment Control The disturbed site area is under 1 acre, so a SWPPP and NPDES permit are not required. However, the applicant's erosion control plan shall be revised to meet the requirements of 19- 145 of City Code, including showing stockpile locations prior to grading on site. STORMWATER Private stormwater facilities are proposed, consisting primarily of draintile pipe under the grass paver lot to the existing storm system and under the bituminous lot for the underground infiltration basin. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs). The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. The grass pavers are proposed to act as pervious surface to allow stormwater to infiltrate into the soil. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. I ZI 9 114-1 The applicant's proposal includes two new sets of parking stalls. The first is proposed in front of the building on the south side of the property. It will be constructed of pervious, grass pavers. The second new parking area will be added to the east side of the existing parking area. It will be constructed over the proposed infiltration area. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle. MISCELLANEOUS Building(s) are required to have automatic fire extinguishing systems. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 7 of 9 to construction. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire -resistive construction. These requirements will be addressed when complete building and site plans are submitted. Detailed occupancy related requirements will be addressed when complete building plans are submitted. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. COMPLIANCE TABLE Code Proiect Building Height 4 stories 2 stories 50 feet 31 feet to top of parapet Building Setback N - 30'E - 10' N - 84'E - 81' W -10'S-30' W -18'S-81' Parking Stalls 53 stalls 54 stalls (Office - one space per 200 square feet (8,855/200=44.28); Research - one space per 500 square feet (2250/500--4.5; WH - one space per 1,000 for the first 10,000 sq. ft. then 1 space per 2,000 sq. ft. (2826/1000=2.89)) (Note numbers are rounded up.) Parking Setback Hard Surface Coverage Lot Area RECOMMENDATION N -WE -10' W -10,S-10' 63% N -65'E-11' W -22'S-16' 53% 43,560 sq. ft. (1 ac.) 78,666 sq. ft. (1.81 ac.) Staff recommends that the Planning Commission recommend approval of the site plan for a 13,070 square foot, two-story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the following conditions: Building 1. Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 8 of 9 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 8. The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. Planning Commission Bongards Site Plan — Planning Case 2017-16 August 1, 2017 Page 9 of 9 10. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Title Sheet 4. Site Survey 5. Site Demolition and Erosion 6. Civil Site Plan 7. Site Grading Plan 8. Site Utility Plan 9. Civil Details 10. Site Lighting 11. Site Landscape Plan 12. Photometric Plan 13. Preliminary First Floor Plan 14. Preliminary Second Floor Plan 15. Parking Calculations 16. Preliminary Exterior Elevations 17. Preliminary Exterior Elevations 18. Chanhassen Business Center Development Standards 19. Public Hearing Notice and Mailing List G:\PLAN\2017 Planning Cases\17-16 Bongards\staff report Bongards.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Bongards' Creamery for Site Plan approval for a 13,070 square foot, two-story building expansion. On August 1, 2017, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Bongards' Creamery for site plan approval. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development, PUD. 2. The property is guided in the Land Use Plan for Office Industrial uses. 3. The legal description of the property is: Lot 3, Block 1, Chanhassen Business Center Second Addition. 4. Site Plan Review: a. Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; Finding: The proposed development complies with the elements and objectives of the city's development guides and the zoning requirements for the site. b. Is consistent with site plan division; Finding: The proposed development complies with the Site Plan review requirements of the Chanhassen City Code. c. Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; Finding: The site has been significantly altered by previous uses on the parcel. The proposed development design is in keeping with the general appearance of the neighboring developed areas. d. Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; Finding: The proposed development creates a harmonious relationship of building and open space with site features and with existing and future buildings having a visual relationship to the development. e. Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed development creates a functional and harmonious design for structures and site features, subject to compliance with the conditions of approval. The proposed building expansion compliments the architectural appearance of the existing building. e. Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, which is being improved as part of the development, sound and sight buffers, preservation of views, light and air and traffic circulation. 5. The planning report #2017-16, dated August 1, 2017 prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION 2 The Planning Commission recommends that the City Council approve the Site for Bongard's building expansion subject to the recommended conditions of approval contained within the staff report. ADOPTED by the Chanhassen Planning Commission this Ist day of August 2017. CHANHASSEN PLANNING COMMISSION RIX Its Chairman 3 1-7—c,p COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —Market Boulevard CITY OF CHANNSEN Mailing Address — P.O.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW ► R Submittal Date: 49/30 PC Date: / CC Date: [ZR60-Day Review Date: ✓ (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 F Site Plan Review (SPR) ❑ Administrative.................................................. $100 21 Commercial/Industrial Districts" ...................... $500 Plus $10 per 1,000 square feet of building area: (14,000 thousand square feet) 'Include number of existing employees: 33 'Include number of new employees: 6 ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit ( units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot ( lots) ❑ Metes & Bounds (2 lots) .................................. $300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)' `Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence., ............................. $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove) $ ...................................................................................................................... 200 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( addresses) ❑ Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) TOTAL FEE: Section 2: Required Information Description of Proposal: 14,000 square foot building expansion with adding parking stalls, stormwater management features and landscaping. Property Address or Location Parcel #: 251650030 Legal Description: Total Acreage: 1.81 Wetlands Present? Present Zoning: Planned Unit Development (PUD) Present Land Use Designation: Select One Existing Use of Property: Commercial building ❑Check box if separate narrative is attached. 8330 Commerce Drive - Chanhassen Lot 3, Block 1, Chanhassen Business Center Second Addition ❑ Yes W1 No Requested Zoning: Office and Institutional District (OI) Requested Land Use Designation: Select One JUN � U [U1/ Section 3: Property Owner and Applicant APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc, with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Bongards Contact: Chris Freeman Address: 8330 Commerce Drive Phone: (952) 466-3552 City/State/Zip: Chanhassen, MN 55317 Cell: (515) 210-0313 Email: 2hrisf bongards.com Fax: Signature: _T Date: 6/27/17 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name. Solution Blue, Inc. Contact: Steven Gebauer Address: 444 Cedar St., Suite 1005 Phone: (651) 289-5536 City/State/Zip: St. Paul, MN 55101 Cell: (612) 749-5204 Email: sgebauer@solutionblue.com Fax: Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: Property Owner Via: Z Email ❑ Mailed Paper Copy Name: Mitchell Cookas ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: 444 Cedar St., suite 1005 Fv_1 Engineer Via: 2] Email ❑ Mailed Paper Copy City/State/Zip: St. Paul, MN 55101 0 Other' Via: 0 Email ❑ Mailed Paper Copy Email: mcookas@solutionblue.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing, SAVE FORM PRINT FORM SUBMIT FORM BONGARDS'EXPANSION 8330 COMMERCE DRIVE CHANHASSEN, MN CONTACT LIST OWNER 91E LANDSCAPE RAN STRUCTURAL ENGINEER cl GARDS CIEAlIB1Y EYAL CRNSF000TGNDSCd 10EO{OSIBN Y111HN6 ASSOOATFS BYL WNeOO�WAIICC011 [BULDING COMMERCE DRIVE PAW 952453552 N15CM{LAVE ROE 65171rata 56MSffR W STEUTUTYRAN WARGACREIEGHTS WSM71 a CrA DETAILS VAN HOOF R i_NANMATT PZI.M RIEIYNMY FOIST FLOOR RAN •YOUNG FRRANWNY SECOND FLOOR PIAN RHINWY EXIEROREIEYAITONS MECHANICAL CONTRACTOR P2102 BOI.Yo. SPACE DESIGN MAI N101Wf6Or7OUNGCOY Uwe EYAI JOHN COSTBlO$Uft COI 7W FRANCE AVENUE SOUTH PHONE, 262-10"12 145 MST COLOM RD e2 W - PHO1161 M1225 SILTE 20O SUL 100104WWOLO COY SUITE 100 EDAK W SUM PAM ISUCkwu ST. PALL W 55111 WATT OIEEFE I IMTRNA FM JON COSTELLO GENERAL CONTRACTOR ELECTRICAL CONTRACTOR HVL134 CONSTRUCTION EYAL JOINBGI7LCAY L10! BMLTommEea um COY 44IAMARVESTAVBNJE RQNE 216342195 m5ww CO MFWR B2 RCNE41m1ZZ5 PB7WL W SW3 NOBLE 2162961519 RM 110 JON CARLSO1 STL $5112 SIN TOM CIVIL ENGINEER PLUMBING CONTRACTOR SQUFIONHIIE BML ICOOIANPOWfg191E00Y IAPB B7ILTOY1B1& mCDM 115 CEDDRSTRE£T RIDE 55120$11 1915 REST COIANTT RD 82 PHONE 551 mtts SMR PAIL W 55701 SURE ID YfOELL COOKAS ST PAIL W 55111 TON HEINZ f 0 0 �lw ro I LOCATION MAP f— - SHEET INDEX s6FM Ni1iMe SNFr me. 171 I TIRE 9@T AL1 91E LANDSCAPE RAN cl STE®NOUTIO1 AND EROSIbNCOTIM PIAN _ C2 CIVIL 91EPU/ _ C2 STEOPA)MRAN C4 STEUTUTYRAN _ a CrA DETAILS . PZI.M RIEIYNMY FOIST FLOOR RAN IM P3N FRRANWNY SECOND FLOOR PIAN RHINWY EXIEROREIEYAITONS P2102 A80lVM EXTERIOR ELEVATIONS PZ1 D PAR INCICALC 7ATIONS a& interiors architecture JNat .. mowk SNrr= sommmmmigm 101149am Y7 9524834007 Project Information BONGARDS' EXPANSION BONGARDS CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN Issue Record Sh" 7-00 TITLE SHEET Sheet Infoml~ Job Code BONGARDS Drawn By KMF Reviewed By MWO(PG Date 06 3017 T0.1 1 1 ; i i 926 238.01 (m) 1 �� RFu16,;,M0' 1T S56p57'24"W 238.00 (p) - - 4.p MYeMob VM4Y MMyrY Gas Cdre♦t1 e�hP� i1 rry _ _- - y7 Sys9-15 -I; qcb ,•, J I 9 j 9}9. T Pwret COMpow a "t L. _994D1t S°'"'easoMNP.YnM6i6 srserA d lMrMrn State .9e _-"Q • Dranage B trzae- serDs WRt.. R '-w Dot- «- _ �! ys2 �J 946 - Y I 9.y 946 �5 30 e9.3 9.3 9.. 912 944 I E Eo ° 9.. q4S 9,424 n a3 r 94.0 ME • ry, I TM 9428 I O a P1 I p I I eee•MI I I I 1 r 's 1\ I Addr 6 ON Found MD30 CaHH.hlahu pPee E foMeWaO.A AaM: t,35e 54 R f C M1 C i I� IR 65b11s r 1 Han00p 9Ai S T 1 aee.ada. "l Yr.e1> iis I ., 9aI �T ~ rase eeee rs cop -T- 26-00 N56°ST24eE 203.00 (P) 202.70 (m)-14- fts l=_�F � 4 owaa 9� ..� �� )�) rawI�- 9� r FVC < v Dsa 3 �0 CipXry1 Me < Irw « 8 : / _aa 0esOn ten d Property Surveyed La 3. Blocs 1. LTanrosse• E-- S.00M A"-, C.- CWKY, -east. ALTA/NSPS lanA TRW S,nrer Not" (numbse0 per TaOW AI I. B"nNs are Owed M me Mat d Qan",wn &sneer Cents Second AddRlon. 2. Sea Ad&ss: 8330 Commerce Dnr4 CMnnasen, NnnefUa. 1 This prop" . _W W, In Zone C (Meas d _nmol fb dn9) M Fund Insrrarlce Rah Map. Co_ li, Parti No. 27OOS3 0005 6, dF Ve date Of July 2. 1979. 4. The Gmee heed area is 78,666 ./- q- Net err 1.6059 ./- ass. 5. EW apple are ne see on MN/DOT Geodetic Stan- Name: 10-002 eNM ns an el.-atron of: 961.399 het (NGW29). 7(a). Eeeror dnenMas d MAldling Is Y 9rbosd W -el. 8. S,lb-s' hriurss abssvad n the proses Of Cn wucor g the Md -a NH teen sMwn esereon. 9. The arn'bs of O VWng FI on Mss sRe are M fploes. 17 Re91Aar • 1 HarWlcap - 18 Total Pir>IAQ SW If- 11 we Nva loan Me buoM d asRles m the Rtes d our aNEY Dae d on pbsr-ed a-WenCe WgM - ,Ito e-denne ems Me fulloeap soros: record plane trap Use ow ix-nded by Saasbpn 61w, plans dbtasred nom Itl0 C"Pan•". dans P, -tided by Cb Marklnps by vises cornWn" and oMW 40POW ah aanrtya. We lave -sed MIs als"T'I to Oerelop a New d tM IasdsprpurW utlata br Ms ate. Nosvesan, acang etneba+, Me saR Inp[Ion1 d und.rprpuW Kamm urnot ba amrdser. completely and Mads dep<ho. Wham adoiooal h Mos lji"ed nfoM&- s npulred, Me CWTX s ad -Ned Mat'I 'bon may be nelp L Al" p"ee nate teat Poesaal cbrdkW' m.Y InWoe our sNhtl to d1Ny observe as the VUlbs located on Me sub)M propels. Sarver Report 1. TNS -0 and repot was prepared etn Me benerit Of a COaXTVMsene b TRW Inpr- mu.d by All A, s Pn Cormsencal Title, 1-., en pent rs OW Repubie Nal -lin Tek Iraussnm C mpury, Con mX tit NP. 103167. dated August 29.2016L We rote Me toso sing caste r09ards m SctedW 6 Of Me lersn rderencad Tide Cammenent: a. lhm nb.'f 1-9, 6 13.16 ars not savoy relaho- b. The fosarn9 an narlbsed per the Maenad t CdrlmRmenR: 10. tamest M d -rag. and ub.N prrposs as snows on the nKonded Pat of Cnanhasaen Busnss Cents Se -d AddRson, Aled .s Dp<L-t No. 67685. MI. uaarrl.re Is 6Hated in the r herl9 portion and Ma p.rems.r of M. subject PI.P.KV, s W- Is.rsen 11. Eas snort m hwr of NeVsesph Valley ha -I Gas Company b gee trPnsarnieun SYR a Plapo>es dated 1(> 2060. Red. n Bad 61, page 4%, as Do<umerrt No. 98299, as desoIDd Mena) and as mown On Me pat d 0-nassen 5-- Cents Semnd AddRlon. TN. sasamane a looted M Nr -Ssls Porta d Me sublact pea" III M on~ hser.nrt 12. E.ssrrst and repot d sees n ft- d h rlh n Stats Power C.I.P" 1.1 pots ane Wield s, as cosseesed n Fnal Ce ,Aote dated 3 2A 92, hied 4-27-92. a5 Docunson Me pCharms slA5--en BCents Second addRars. Mss ee.Mreerst h Ixsed lot Use nortlrrsY Ration o1 the subject M NR. 72638, and s Oscan ed d peeps,", r .no- NMperl. 2. CorVt<b wO H s (but not I-Oad to): ens tVHs tib, plane % acpess, occoproon, and assemeree and/a senntud". a. ReP a rote Mat part of Me Ogled e -or Notated n NM nomnPR t porton of the ph Is nor rnnhlned wenn a drane" and UPnV .eeYrMK, s Noew Heaton. ALrA uRnnunoN TO CARSON AND WALD, LLL, • Minnesota Leaned WblNY Co n,F N: 6orspsrda' Cnerrrns. • W rrsespta Cooperative corpentlon; end an Amstar- C -al Tele, Inc, as 119est for Old Reo bl< Mebaral TRW lrounne CompsN: Tnm . TO cele Met Me nap o pat and it* sway on whch R s based wen made In accordance win Me 2016 MI- Standard Daly Re ul en enh Na, ALTAnNSPS 1Mnd TRW Sure"' )ante esac/ss�hhed and adopted by ALTA arW NSPS, aro edss06 IWs 1, 2, 3. 4. 7(a). S. 9, 6 11 d Table A there&. The faid eek sae oXnPWt d a Slo tams 19. 2016. Dated Mf 22nClMiLarSeptemos, 2016 Rw L Syns.len MnnMfaD lKenMe No. x4565 roY*htpo.Com MINNESOTA CERTIFICATION I t -VN arta MY Ms v ", pan a report pas -,ed 0, me o, ends nor drect slvary and trot I am a duh -e+sed and Su-sya W. the two Of ole State of "nnelpu. Doted MS 22n SepWH7 2016. - Rw L SYnnio- 04h as t 1108TH nsytshltpocnm ti l 30 15 0 15 30 60 SCALE IN FEET VIL.IHILy I-Idp d- 4 - ,.... No S Linetype & Symbol Legend _ © UTILITY MANHOLE © AIR CONDITIONER -r FIBER OPTIC T SIGN ° BOURNE) vale ... GASMAIM sem' SANITARY MANHOLE SOIL BORING I I WAlE0.MAIN -> > SANITARY SEWER C STORM MANHOLE ® CATCH BASIN » STORM SEWER M TELEPHONE BOX co BEEHIVE .--. OVERHEAD UTILmES (4) TELEPHONE MANHOLE ® CLEAN OUT -m rE - TELEPHONE UNE © ELECTRIC TRANSFORMERanELECTECTELECTRIC BDA -!u DE - ELECTRIC UNE TRAFFIC SIGNAL '� ELECTRIC MANHOLE T. LT, - CABLE UNE --S- GUARDRAIL TRAFFIC UGM NAG PONE -.�0 O WOODEN FENCEUNE CA°LE TV BOR <] FLARED ENO SECTION -. • •- CHAINUNR FENCEUNE m ELECTRICAL METER © GAS VALVE BARKED WIRE FENCE Q GAS METER HANDICAP SYMBOL BLOCK RET WALL © WATER MANHOLE Q WATER NETE0. 9 HANDMOIE � FOVNO IRON MONUMENT HYDRANT >t• WATER VALVE J O SET IRON MONUMENT -' MOWER POLE 0 CAST IRON MONUMENT ALTA/NSPS Land Title Survey 8330 Commerce Drive Chanhassen, MN R.niaee 11 1 10-S-16 Added 1.101- °1e"MO 16-087 Engineering -Surveying DA° <I Landscape Architecture ad.�R"T/"`� Ie.wn•aer HANSEN THORP PELLINEN OLSON, Inc. pen. ¢22-16 7510 was Pro Mve •Edo M.I.. NN 5vu 952 A290/OD .9522747906 ra plat rOCA SITE DEMOLITION LEGEND: EROSION AND SEDIMENTATION CONTROL MEASURES: KEY NOTES \ — — �. SILT FENCE (SEE DETAIL EROS -2) O SILT FENCE SAwCUT r. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN CURB REMOVAL I. J INLET PROTECTION (SEE DETAIL EROS -5) O CONSTRUCTION MUD MATS ,. IDCONCRETE WASHOUT AREA (SEE DETAIL EROS -6) O} 94LO PROTECTION REMOVE PAVEMEN /$IOEWAL.K LOCATION OF SOL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. \ REVISIONS BY VWT6tl/m CMU" 12.022016 PROOF OF PARKING 06 602017 CONCRETE WASHOUT 1 //L• � / / � 1 GENERAL SITE DEMOLITION AND CLEARING NOTES: �� ^$O1 _ - /./ �✓ TREE FEATURE PROTECTION LIGHT. SIGN. ETC., 'j 1. CONTRACTORSMALL COORDINATE VMRS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND 511M1 RESPONSIBLE RESNSIBLE FOR PROTECTING EXISTING SITE FEATURES (STRUCTURES. CURBS, WALKS. PAVEMENTS. UTILITIES. SIGNAGE. FENCES, ETC.) WHICH ARE TO REMAIN. REPAIR OR REPLACE. TO �¢aS2� /\ 1 'REE REMOVAL OWNER'S SATISFACTION. ANY DAMAGE TO EXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN. AT NO ADOITICNAL COST 2. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PRWECT REPRESEMATW AND UTILITY OWNER. PUBLIC OR PRIVATE. COQ\' / CONTRACTOR TO PROVIDE TEMPORARY UTILITIES AS NECESSARY TO MAINTAIN BUILDING SERVICES / \Ga5 3. THE OWNER'S ACTMTIES MAY CONTINUE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH THE OWNER / / iC. \ { PRIOR 7C START O ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE IN PLACE. SEE EROSION CONTROL ��(a / . p \ PLAN OR SWPPP FOR DETAILS. 5(0o�j ZJ q$yO\� \\\ ` 5. CONTRACTOR SHALL PRESERVE ALL VEGETATION NOT TO BE REMOVED BY CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR RE-SEEDNG OR SODDING AREAS DISTURBED BY CONSTRUCTION 6. CLEARLY IDENTIFY AND UAL EACH TREE THAT IS TO REMAIN PRIOR TOSTARTING SITE CLEAR CONTACT OWNER'S PROJECT REPRESENTATIVE AIN" J FOR SITE INSPECTION AFTER ALL 'TO REMTREES HAVE BEEN IDENTIFIED, TREES THAT ARE TO BE PROTECTED SINK_ HAVE TEMPORARY FENCING PLACED AT THE DRIP UNE AROUND EACH TREE. 7. STOCKPILE TOPSOIL FOR REUSE ON SITE VERIFY THE STRIPPED TOPSOIL MEETS SPECIFICATIONS FOR THE PROPOSED USE. VERIFY THE AMOUNT Y\(n OF TOPSOIL NEEDED AND REMOVE EXCESS FROM SITE. OWNER'S CONTACT INFORMATION BONGARDS CREAMERIES CHRIS FREEMAN. CFO 18681 LAKE DRIVE EAST CHANHASSEN. MN 55317 952-466-3552 Chrisf0bo09ords.Com III, / I 22 I \ L REMOVED SHALL BE DISPOSED OF -SITE D IN A LE WINNER. a. ALL WTERNMI 9. MATERIAL TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED uNO4uC£D IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE E IW r `TREYqLp OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN 3 N AN APPROXIMATE WAY ONLY AND HAVE 40T BEEN KT What's below. INDEPENOEMLY VETdf1ED. THE EXACT LOCATION OF ALL Call before you dig. UNI ff1ES (PoBLIC AND PRIVATE) MI.ST BE BEFORE COMIMENCNG WORK ITERM6/ ED / LOCATION OF SOL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. \ 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ON-SITE MAY BE REQUIRED ENGINEER PRIOR TO PLACEMENT a Ir Lu a �iU) / v C` \ AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 10, ON-STE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL B. ALL CONSTRUCTION WORK SHALL BE co11PLETED WITHIN CITY APPROVED WORKING HOURS. aq$ o 9. INSTIL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 10. SOIL SURFACES COMPACTED WRING CONSTRUCT Ik/ AND REWUNINO PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED ��/ I �•t. '• \\ • DRAWING SCALE 11. LOCATION AND EIEVAT10N5 OF IMPROVEMENTS TO BE YET (OR AVOIDED) SHALL BE CONFIRMED BY TUE CONTRACTOR THROIK,N FIELD BETWEEN THEN MEASUREMENTS GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: 3 3 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LARD DISTURBING AC1MDE5. I / \ r• / \ \ O 10 20 40 EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SMALL REPORT TO TUE ENGINEER ANY DISCREPANCIES AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EMSTING UNDERGROUND UTILITIES SUFFICIENTLY SEDIMEN- DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND D0WNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE_ REPLACE DETERIORATED OR DAMAGED 6 EROSION CONTROL DEVICES WITHIN 24 HOURS. AND SEDIMENT CONTROL / 1 \ FAGLMES AND SOL STABILIZATIONMEASURESEVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LN10-DISTURBING COVER IS AHEAD O' CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSEO ACTUAL LOCATION O EXISTINGg FAOLRI ES. CONTRACTOR IS REGUIRED TO TAKE PRECAUTIONARY MEASJRES TO PROTECT THE UnUTY LINES SHOWN AND ANY OTHER EXISTING IZ ` IN FEET) LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. i Y N TO REMOVED BE CLEARED OUTSIDE THE MIGRATORY BIRD NESTING SEASON OR AFTER CONDUCTING A NESTING BIRD O _ I ' •' \\ 12, ALL TREES BE SHALL SURVEY. o '� E l(L J I /` • \ / \\\ 13. CONSULT *TN THE U.S- FISH AND WILDLIFE SERVICE REGARDING THE NORTHERN LONG-EARED BAT PRIOR 10 CLEARING ANY TREES. ` m / \�f GENERAL PROJECT NOTES: CIO OWNER'S CONTACT INFORMATION BONGARDS CREAMERIES CHRIS FREEMAN. CFO 18681 LAKE DRIVE EAST CHANHASSEN. MN 55317 952-466-3552 Chrisf0bo09ords.Com 1 BIDDER HAVE BEEN IpENTs1E0 BY AA SITE VISIT. VISrT THE SITE TO SND 7 E SCOPE OF WORK. NO TUDYING THE TOPOGRAPHIC SURVEY. THOROUGHLYONAL NSATION WILL RMEWING KI�PLMS ALLOWED ITEMAND S COULD ADOIT*NAL INFORMATION REOUESTED FOR CLARIFICATION PRIOR TO SIDOING. �t \ l NTGETATNE STATE UW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS. CALL 611 FOR FTE10 LOCATION OF UNDERGROUND JIIfIY LINES. THIS SERVICE LOCATES \ _ `TREYqLp OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN 3 N AN APPROXIMATE WAY ONLY AND HAVE 40T BEEN KT What's below. INDEPENOEMLY VETdf1ED. THE EXACT LOCATION OF ALL Call before you dig. UNI ff1ES (PoBLIC AND PRIVATE) MI.ST BE BEFORE COMIMENCNG WORK ITERM6/ ED 1 BIDDER HAVE BEEN IpENTs1E0 BY AA SITE VISIT. VISrT THE SITE TO SND 7 E SCOPE OF WORK. NO TUDYING THE TOPOGRAPHIC SURVEY. THOROUGHLYONAL NSATION WILL RMEWING KI�PLMS ALLOWED ITEMAND S COULD ADOIT*NAL INFORMATION REOUESTED FOR CLARIFICATION PRIOR TO SIDOING. �t \ l NTGETATNE 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REWIRED PERMITS PRIOR TO STARTING WORK. 3, EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY HTPO DATED 2016. CONTACT ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. 4. THE LOCATIONS O ALL EXISTING UTILITIES SHOWN ON THIS PUN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE \ _ GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY, PRIOR TO THE START OF ANY DEMOLITION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE LI COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE 3 CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE Z WORK SITE. a> w 6 >t >u 5. SEE GEOTECHNICAL REPORT COMPLETED BY NORTHERN TECHNOLOGIES DATED 10/10/2016 FOR SUBSURFACE INVESTIGATION INFORMATION AND / LOCATION OF SOL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. \ 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND \� ENGINEER PRIOR TO PLACEMENT Z O Ir Lu a �iU) 1 \ 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO \ AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. \ B. ALL CONSTRUCTION WORK SHALL BE co11PLETED WITHIN CITY APPROVED WORKING HOURS. r 9. INSTIL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 10. SOIL SURFACES COMPACTED WRING CONSTRUCT Ik/ AND REWUNINO PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED 1 THROUGH SOIL AMENDMENT ANO/OR RIPPING TOA DEPTH OF 18 INCHES WHILE THONG CARE TO AVOID UTILITIES. TREE ROOTS AND OTHER `J EXISTING VEGETATINN WICOR TO FINAL VEGETATION OR OTHER STASUZATIN. /� (1 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: O U 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LARD DISTURBING AC1MDE5. O 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. / ASPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND WRING RAINFALL EVENTS, REMOVE ACCUMULATED 1 V ( / SEDIMEN- DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND D0WNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE_ REPLACE DETERIORATED OR DAMAGED W EROSION CONTROL DEVICES WITHIN 24 HOURS. AND SEDIMENT CONTROL 3. THE PERMITTEE MUST. AT A MINIMUM. INSPECT. MAINTAIN AVD REPAIR ALL DISTURBED SURFACES AND /4.L EROSION \ ✓� Q\� FAGLMES AND SOL STABILIZATIONMEASURESEVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LN10-DISTURBING COVER IS I e ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILIVES AT LEAST WEDO.Y U IL VE ESTABUSHED. 4 PROVIDE ADDITIONAL EROSION CONTROL WHICH MAY NOT BE SHOWN ON THE DRAWINGS. CON9SXKT WITH THE MEANS. METHODS AND / / ✓ ,� Q \ - SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. � O 5. REMOVE ALL SOUS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT MUHA S. REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION O THE CONSTRUCTION. S. STABILIZE ALL MEAS WHICH HAVE BEEN FINISH -GRADED. AND ALL DISTURBED AREAS IN WHIG GRADING OR CONSTRUCTION OPERATIONS ME 1 `J •� / NOT ACTIVELY UNDERWAY, AGAINST EROSION WE TO RAIN, WIND AND RUNNING WATER WITHIN 7 DAYS REPAIR ERODED MEAS IMMEDIATELY. P� 7. LOCATE SOL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS / ✓� Gam/ �� THAN 25 FEET FROM THE TOE OF THE FILE TO A ROWHA WAY OR DRAINAGE CHANNEL IF REMAINING FOR MORE THAN SEVEN DR'S. STABILIZE HA THE STOCKPLES BY MULCHING. VEGETATIVE COVER. TARPS. OR DINER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT FENCE BARRIERS MOUND THE PILES. 11-1 a. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST I '(\ \ ` MANAGEMENT PRACTICES HANDBOOK: PROTECTING WATER DUALITY IN URBAN AREAS," PUBLISHED BY THE MINNESOTA POLLUTION CONTROL / AGENCY. GO aCQ / 9 REMOVE TEMPORARYEROSIONCONTROL ESTORATION OF ALL DEVICES AFTER E DjACENTTEk1PORAFINAL SURFACES ARE PERMANENTLY ESTABUSHED. COORDINATE REMOVAL WITH 4 / 10. PHASED CONSTRICTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS - 11. EROSION CONTROL PUN, RAINFALL, AND POST RAINFALL INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. 12. CONTRACTOR SHALL MAINTAIN ROCK ENTRANCE(S) WRING CONSTRUCTION ' \ O / DEPOSMON WITH I ti i3 SHALL CLEAN STORM SEWER SINS TO BE OF SEDIMENT PROTECTED D OM SE MENT 0 COMPLETION- AN D INET PROTECTION DEVICE CONTRACTOR 1' h 0 .[C, �mOWO m'!Iw3< wau~�' A'1�ac�wV0i < S U j WO ' S w LL ti i0oj0 Fz>-�uEi� I IXos wF �ua<SW W LL zH W1= NCUDZO� xQ.0 w 6 >t >u O oWZ L Q2 Z W U J O Z O Ir Lu a �iU) W Z ZM °mam m Q 0 O U O m �F- F5 W DRAWN BY SIG CHECKEDBY MOIL DATE 11 16 2016 JOB NO 1606@ SHEET C1 .1ti. , LD V` cJla\Va '// yea\ys 9.0 �.o 0�1,� ,p\\O8J41 Rs.o n i / rre5o`aN0 to O° / / ❑y R5.0 • . / `re `�� 26.0 < Flj \ // C 1 ❑a 18.0 3 / er s. Rs a :r2'.'? e�5° �C�. \ ❑a \O\nA L°F 5ya t 1 1 \ evgp(0.•9 . .o \ 5�° ess or PI F . �01\ V\ \ \ ,)C.' r64 ` r \ 25.2 / \ 9.0 \ \ to a \ R2.3 \ \ 1a „ '✓. \\ 12 to ❑B PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES. DOORS. RAMPS, TRUCK DOCKS. TRASH ENCLOSURE. AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND FDOTINGS. �9 CONCRETE SPLASH PAC) (SEE DETAIL GRAD -22) ® 15' WIDE CONCRETE RIBBON CURB (SEE DETAIL SITE -6) E3 GRASS PAVE PARKING AREA (SEE DETAIL SITE -51) © 2 FOOT LONG CURB TAPER FROM 6• HEIGHT TO FLUSH (SEE DETAL SITE -11) \ o� SLATE LIF. 46 NONE BOOK EXCMM7NG ORD110,1101.99" BUILDIMGSCALL LOCATION OF UNDERGROUND ITINY LLI ES.1716 Sam LOCAMES \ ✓ � Y� / • U11L11Y OWNED LIES BCR' NOT PRWATE LINES, THE LOCATIONS OF UNDERGROUND L1ILIIES ARE SHOWN N AN APPROXIMATE WAY ONLY 40 LINE NOT BEEN Kn" whaya below. INDEPENDENTLY VERIM. THE EXACT LOCATION OF ALL / Call before you e;} uTEnEs (Pum PRTVCOMMENCINGM1 � DEToe1NrED ,y 1 O "z, Z SIGNAGE AND MARKING NOTES CIVIL SITE LEGEND N ACCESSIBLE PARKING STALL C , ALL SIGNS SIIKL BEM ACCORDANCE WITH THE LIMN MUTCO. CURRENT VERSION. a SIGN 12 PARKING STALL COUNT 2. SEE REGUUTORY SIGN DETAIL FOR SIGN AND POST J DETAILS AND SIGN DESIGNATION AND SIZE - CONCRETE CURB AND GUTTER > INFORMATION / / / / / BRUMINOUS PAVEMENT 3. ACCESSIBLE PARKING SK•NS SHALL BE PER , B MINNESOTA MUTCO SIGN R7 -ISM. VAN ACCESSIBLE O CONCRETE I.L./PAVEMENT m PARKING SIGNS PER R7-BBP WHERE INDICATED AS VAN' SEE ACCESSIBLE SIGN AND POST DETAIL GRASS PAVE PARKING AREA 4 PROVIDE a•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e. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PROR TO PAVING. 9. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ON BITUMINOUS PAVING. G It KEY NOTES �AM El BITUMINOUS PAVEMENT (SEE DETAIL SITE -1) O CONCRETE SIDEWALK (SEE DETAIL SITE -6) B612 CONCRETE CURB AND GUTTER (SFE DETAIL SITE -7) \ A \ O ❑4 4• WHITE PARKING STRpE. TYPICAL \ ❑5 MATCH EXISTING CONCRETE CURB AND GUTTER R31.O�I © ACCESSIBLE PARKING STRIPING (SEE DETAIL SITE -46) I �\ J ACCESSIBLE PARKING SIGN (SEE DETAIL SITE -36) ❑B PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES. DOORS. RAMPS, TRUCK DOCKS. TRASH ENCLOSURE. AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND FDOTINGS. �9 CONCRETE SPLASH PAC) (SEE DETAIL GRAD -22) ® 15' WIDE CONCRETE RIBBON CURB (SEE DETAIL SITE -6) E3 GRASS PAVE PARKING AREA (SEE DETAIL SITE -51) © 2 FOOT LONG CURB TAPER FROM 6• HEIGHT TO FLUSH (SEE DETAL SITE -11) \ o� SLATE LIF. 46 NONE BOOK EXCMM7NG ORD110,1101.99" BUILDIMGSCALL LOCATION OF UNDERGROUND ITINY LLI ES.1716 Sam LOCAMES \ ✓ � Y� / • U11L11Y OWNED LIES BCR' NOT PRWATE LINES, THE LOCATIONS OF UNDERGROUND L1ILIIES ARE SHOWN N AN APPROXIMATE WAY ONLY 40 LINE NOT BEEN Kn" whaya below. INDEPENDENTLY VERIM. THE EXACT LOCATION OF ALL / Call before you e;} uTEnEs (Pum PRTVCOMMENCINGM1 � DEToe1NrED ,y 1 O "z, Z g i a C 0. m > N ioZ an2W o O N J Zo= > Z co m= O U U m DRAWN BY SEG MGC DATE ,+ tezole ,eaot SHEET C2 / 2 cxl k, O Se ' 941 �� 940'�i�' 41.40 y � • Ja\\Z :�� /' 41.40 0D�J ey°`aeaO 9¢ /' a ase 41AS - 41.0 \ / 41.60--0 a ' 94? Y u3o BUgDING ADDIMON °1 7.050 SIF FFE - 942.80 37.40 C� 1 d\ S wm `a\� oAyo r O G- Ob 42.0 IV M \q r '+ �6 9N1 \ \ \ ``J C Q 15 / I/ 4/.a000. 10 me N0J♦a'3�(Gea BOJ c \ \ \ \ p, JGJ \ \ P \ \ N N \ � 6 \ \ STATE LAW: 46 HOURS BEFORE EXCAVATING OR \ \ DEMOLMINC BLAI I65. CALL Bt 1 FOR FIELD LOCATION • OF UNDERGROUND LMFY LINES. THIS SERVICE LOCATES UTILITY OWNED ARES BUT HOT PRNATE LINES THE LOCATIONS OF LMIEACRWNO URITIS ARE SHOWN IN AN APPROXIMATE WAY ONLY ANO HAVE NOT BEEN Know what's belOW. INDEPENOEHTLY VERIIED. THE EXACT LOCATION OF ALL Call before you dig UTILITer (PUBLIC UST BE DETERMINED CCOME)CN. . K \ 9 \\\ 70 41.0 0s (� Gy 401 \ \ y \ \ 6A 6 \ G `\ O 3UD- 1 40.0 4110 4010 \ FF�6 9 . r 41J0 ,•:yam ,�' � / � N ✓// • � Oti 40.60 30.90 \ 46.0 40,05 `. / .ods 0. /0 LQl ti a G ` / N DRAWING SCALE 0 10 20 40 ( IN FEET I GENERAL GRADING AND DRAINAGE NOTES: 1 ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 2- CONTRACTOR SAL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT. FILL AND WASTE MATERIAL To BE HANDLED. AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUTABLE MATERIAL AND EXPORTING UNRVABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED M THE BID PRICE. 3. CONTRACTOR SHALL STRIP. STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL. IF ARTERIALIS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A LMFORM THICKNESS OF 6' MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DNECTED. 5. REFER TO LANDSCAPE PIAN FOR PERMANENT TURF RESTORATION AND PLAITING INFORMATION. 6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVA S PIAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 6. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 9. SPOT ELEVATIONS SHOWN AWACENT TO CURB REFER TO GUTTER/FLOW UNE, SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE. EOF REFERS TO EMERGENCY OVERFLOW ELEVATION. TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED - 12. UIFORMALLY GRADE AREAS 'WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHW SURFACE WITH UNFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 13. LIMIT F -E DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. GRADING LEGEND: 00 MANHOLE/CATCHBASIN — 942 — MINOR CONTOUR ELEVATION —945— MANOR CONTOUR ELEVATION N — STORM SEWER 6 aZ TIP OUT CUTTER 0—ME MATCH EXISTING 0-42.35 SPOT ELEVATORS 20X� SLOPE/GRADE DRAWN BY SEG CHECKED BY MDG DATE ++ +aaole JOB NO IeO/@ SHEET C3 QZ O J Q. a >O V' 6 aZ Z �wz 0 Y �U wr 2 N 0 W o aoco m. w O U t' co co V/ DRAWN BY SEG CHECKED BY MDG DATE ++ +aaole JOB NO IeO/@ SHEET C3 '� Gr `o Gas ca / I� oe'0 allo _ a / / / \`ce C O`3T OOC St Y / O¢ ��,y�� / lQ ^`^" DRAIN ¢c THROUGHBUILDING REFER TOOMECHANICAL ANICAL PLUMBING PLANS FOR INTER/ML DRAIN ROUTING. CONCRETE ELEV.-942.65 / / 1 / / 10• PERFORATED DRNNTILE AT 0.00% MH 2 (46•R. R-1733) SEE DETAIL GRAD -16 RE -941 50 TOP OF WEIR WALL -937.70 6'0 ORIFICE IN WEIR WALL -936.70 IE -936.70 (SE) IE -933.% (NE) RYX'k INfl LiRATKIN AND STORAGE BMP 8,115 $F MIMMW ATEA IE ('G' PERFORATED DRAIN AT OUTLET) - 936.70 7• ROCK BASE 4• ROCK COVER SEE DETAIL CRAP -SWM SITE UTILITY LEGEND: O®® MANHOLE/CATCHBASN (SEE DETNLS) - » - STORM SEWER OSTORM WATER MANAGEMENT 84P (SEE DETAIL) V 66 v ^I 9p P��• akCS d1 � ' \ JCd F N - T \ y3�' S� cc's` ,•. f K , FEES AND CHARGES ARE THE RESPON518k1TV OF THE CONTRACTOR, �R 3 2. UTILITY DISCONNECTIONS. REMOVALS ANO/OR ABANDONMENT SHALL BE COORDINATED WITH THE (IN FEET I PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. C 3. REFER TO SITE DEMOUTION PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 8~ 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES. VERIFY PIPE SIZES, LOCATIONS > 1 0 I Z zI 1 AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH AIR LL Z H W, W ,, Ir Z alz� LINO<O S. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR off\ \\ CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN Loo THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. \ 6- CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL \ IO LF -a• \ OPERATE. INTERFERE WITH. CONNECT ANY PPE OR HOSE TO. OR TAP ANY WATER MAN BELONGING P1' TO THE CITY UNLESS DRAY AUTHORIZED TO 00 SO BY THE CITY ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RYX'k INfl LiRATKIN AND STORAGE BMP 8,115 $F MIMMW ATEA IE ('G' PERFORATED DRAIN AT OUTLET) - 936.70 7• ROCK BASE 4• ROCK COVER SEE DETAIL CRAP -SWM SITE UTILITY LEGEND: O®® MANHOLE/CATCHBASN (SEE DETNLS) - » - STORM SEWER OSTORM WATER MANAGEMENT 84P (SEE DETAIL) V GENERAL UTILITY NOTES: �SO 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL DRAWING SCALE ANO/OR RELOCHATIp/ OF EXISTING UTILITIES AFFECTED BY SRE IMPROVEMENTS. INCLUDING PORTIONS AI 0 10 20 40 OF WORK WHICH MAY BE PERFORMED BY UTILITY COVPANYS FORCES, ALL PERMITS, APPLICATIONS, WyOjKHZ J FEES AND CHARGES ARE THE RESPON518k1TV OF THE CONTRACTOR, �R 3 2. UTILITY DISCONNECTIONS. REMOVALS ANO/OR ABANDONMENT SHALL BE COORDINATED WITH THE (IN FEET I PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. C 3. REFER TO SITE DEMOUTION PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 8~ 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES. VERIFY PIPE SIZES, LOCATIONS > 1 0 I Z zI 1 AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH AIR LL Z H W, W ,, Ir Z MECHANICAL CONTRACTORS. LINO<O S. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR U) CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6- CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE. INTERFERE WITH. CONNECT ANY PPE OR HOSE TO. OR TAP ANY WATER MAN BELONGING TO THE CITY UNLESS DRAY AUTHORIZED TO 00 SO BY THE CITY ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATERMAIN SHILL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE. CATCHBASIN. STORM SEWER. SANITARY SEWER. DRANTXF OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SUPE BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. B. SHOULD WATER SERVICE CONFLICT WITH OTHER LMLRIES. DEFLECT WATER SERVICE DORM TO PROVIDE A MINIMUMVERTICAL CLEARANCE OF 16 INCHES BETWEEN BOTTOM OF UTILITY PPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS. CRY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL URL -10 FOR DETAILS. RFORATED 00% 9. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED CATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 10. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS. PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT- it, STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PPE DIAMETERS IB• AND SlER. CLASS 3 FOR PPE DAAME1"5 21• AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 LW CB 1 (48'0. R -3067-V) GASKETS. OR HDPE STORM SEWER RPE F ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET SEE DETAIL GRAD -15 REQUIREMENTS OF AASHTO M294, TYPE S WITHH WATERTIGHT CONNECTIONS AND BE INSTALLED IN RE=939.90 ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTALLATION GUIDELINES. ROOF DRAIN LEADERS IE -936.70 SUMP=933.70 SHALL BE PVC, SCHEDULE 40. 12. ALL SEWER CONSTRUCTION TO COMPLY WITH CRY ENGINEERING DESIGN STANDARDS - 13. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ROOF DRAINS. FOUNDATION PERIMETER DRAINTLE AND FRTIJGS/CONNECTIONS. v J"" -b \ 30 LF -4 - PVC AT 2-50% 4• CLEANOUT.' IE -93&25 / CRASS PAVER SEE DETAIL SITECES j V '/�,(\fL •� (CANT \\ J \ • ti \ G 4' CLEANOUT. rt- 910.15 0 I y STATE LAS: 46 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS. CALL 611 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES, THIS SERVICE LOCATES UTILITY OWNED LINES 00 NOT PRIVATE LINES. / THE LOCATIONS CF UNDERGROUND UTILDIES ARE SHOWN - N AN APPROXIMATE WAY ONLY AO HAVE NOT BEEN iN16Www's below. INDEPENDENTLY VERIPa. THE EXACT LOCATION OF NIL Cal before you UTILITIES (PUBLIC LAID PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 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POST SPACNG SHALL NOT EXCEED 6 FEET 2 4EOTERRE FABRC SMALL E 1MRAT• TYPE OR APPROVED ENAL 1 TRENCH SHALL E A NO. OF f NCHES DEEP BY 6 RCHES ODE 4. MAORIE S10ED METHOD K ACCEPTABLE EROS -2 I SILT FENCE NOT M SCALE CURB RAAP OR FLUSH RIGOR NRB 911 NARNING PANELS (SEE PUN AND DV.LS) -uNE FREE PROTERON FENCE VARES SEE PLANS DEMO -1 I TREE PROTECTION 10' '0 SCA.E ACCESS NSE PARK- STALL e' MN. L r MN CENTER - ANTER 111 Y WEAR MURE `YR SPWEAxOB PER MOOT 2360 (D Amm NYE SHML EXTEND THE FULL M GFH OF THE PARMC SAM R SERVES 2' NON -REAR COURSE 11 SPNRB150B lnD36 PER pT 20 SITE461 ACCESSIBLE PARKING PAVEMENT MARKINGS FrTACH MAT PER I"T 2351 NOT TO SCALE r CUA 5 AGGREGATE SASE PER MOOT 3138 COMPACTED TO AT LEAST 1001 STANDARD PROCTOR DENS" Lnnc RIPEN Mo rE qAM r a4d q-aTrAEE NaMA1p Aa roPT RMA mlom R'GIWH ALAR F LaHNI _A= uN{AAR MDL sTRmH AS4JTlN ALA AME 1R9Num '.aNRllm WHEW NNT ML'CS � SUN ENP 1VE fuu HAVE MAYA 1pHT ANS rP Htl EACH rr rRd mNt[IlK tY rYR NIE UTIL-10 I WATER PIPE)STORM SEWER CROSSING MOF TO w u .A 7. r HARM MRF6 Y e r 1R 'ROVE GADr IRM fTVR MILS a� rcTA4 won glosso a Y{ ARCA r NaNfE m sv (r rR �; ERRE � rErm MIw n , n x SON SAM LL E CENTERED ED a THE HEAD OF THE PANOMC SPACE MO PLACED A MAMMUM 6 FEET FROM THE HEAD OF THE PARMAC SPAM .ED46 "6w1�N, _ ABIW RM Hr _ _ WAIF a� � m w w T' CON:." MABNR srM W& (OR EN/VAMIIf) TM3L PETAL EROS -61 CONCRETE WASHOUT 40T TO SCALE 3/r 3TEa PUTS AT TOP. SLOPE UmT 11¢0 ALL SOS NTENeNAtOIMI SrMNBOI O ,2. ON AW65AL1rY PER KC/A49 A117.1. SERER 701.43.1 Y METAL 901 .1 LE -1. PER RL L EA07.1. SECTKIN 701 AND BORDER ON BLUE WOOX1OUD. FULLY PAAR TE3`UECTOR2ED. - -•-� FABOC OUSLE 4EAD fA9N GATE UT -OUT HER mDf ,. WADES SH LL 6E SHED N Ht CATCH RASH OPEMNG AND SHALL E rA51F3E0 A-OMN C TO MMRfACTUEIYS INStNA11ONi 2 THE REAMS SHALL MAK A mtnF>m AVON.DE CODE MOM STRENGTH RIR ASTM D-4664 AS FCUG REQAAR ROM - ,{S LBS/NCH NGI ROM - 1,4 .6 IBS/PMN 1 PROOZ OUITEM CAFGR AT CAIpAASF6 NM OAR 60x6 EROS -51 SILT SACK INLET PROTECTION "Of 10 so" COPACTED SUBGRADE- (2 ARI- 4 MM1L) RFM FUIl ED PROOF Wal PER SKCEKAIICNS OF MORTAR BE1NEEl1 NNGS- GASTRO NO ON OUTSEE OF RNCS R®NEm y�llllr—� SCAN" AND RECORPACT LOPER 1Y OF S,AGRAOE TO AT LEAST 1GOG SIAGAAD PROCTOR E)9FY AS NECESSARY i TO AOiVF COPACTON. AS WXCAIED N THEOTECH REPORT OR AS D ECTED BY NTE ON -91E M TESTNC ORM N -{ PLAN TOO LOCATONS PREFORMED GASKET IFE SEK / IN.,A SITE -1 I BITUMINOUS PAVEMENT TS 4' ■ 4' i .375' STEEL TUE. NOT TO SCALE NAPM OF A LIGE UE ME FASIL HAMNO SEAN AN AREA OF NOT LESS FILL NfFH CONCRETE AND PANT RHES CONCRETE OCGUAS A MSE Go- BUILANG PLAN \AEW -L4�AT CENTER AAD CAA i�i��i� •��i�CONCAETE Lnnc RIPEN Mo rE qAM r a4d q-aTrAEE NaMA1p Aa roPT RMA mlom R'GIWH ALAR F LaHNI _A= uN{AAR MDL sTRmH AS4JTlN ALA AME 1R9Num '.aNRllm WHEW NNT ML'CS � SUN ENP 1VE fuu HAVE MAYA 1pHT ANS rP Htl EACH rr rRd mNt[IlK tY rYR NIE UTIL-10 I WATER PIPE)STORM SEWER CROSSING MOF TO w u .A 7. r HARM MRF6 Y e r 1R 'ROVE GADr IRM fTVR MILS a� rcTA4 won glosso a Y{ ARCA r NaNfE m sv (r rR �; ERRE � rErm MIw n , n x SON SAM LL E CENTERED ED a THE HEAD OF THE PANOMC SPACE MO PLACED A MAMMUM 6 FEET FROM THE HEAD OF THE PARMAC SPAM .ED46 "6w1�N, _ ABIW RM Hr _ _ WAIF a� � m w w T' CON:." MABNR srM W& (OR EN/VAMIIf) TM3L PETAL EROS -61 CONCRETE WASHOUT 40T TO SCALE 3/r 3TEa PUTS AT TOP. SLOPE UmT 11¢0 ALL SOS NTENeNAtOIMI SrMNBOI O ,2. ON AW65AL1rY PER KC/A49 A117.1. SERER 701.43.1 Y METAL 901 .1 LE -1. PER RL L EA07.1. SECTKIN 701 AND BORDER ON BLUE WOOX1OUD. FULLY PAAR TE3`UECTOR2ED. - -•-� FABOC OUSLE 4EAD fA9N GATE UT -OUT HER mDf ,. WADES SH LL 6E SHED N Ht CATCH RASH OPEMNG AND SHALL E rA51F3E0 A-OMN C TO MMRfACTUEIYS INStNA11ONi 2 THE REAMS SHALL MAK A mtnF>m AVON.DE CODE MOM STRENGTH RIR ASTM D-4664 AS FCUG REQAAR ROM - ,{S LBS/NCH NGI ROM - 1,4 .6 IBS/PMN 1 PROOZ OUITEM CAFGR AT CAIpAASF6 NM OAR 60x6 EROS -51 SILT SACK INLET PROTECTION "Of 10 so" CONCRETE ELSE (3.000 P9) MANHOLE S.EPR, NEENAH R-1961-1 GR EQUAL YefaH D (2 ARI- 4 MM1L) RFM FUIl ED ATTACH a' R 12' VAR ACCE59BLE OF MORTAR BE1NEEl1 NNGS- GASTRO NO ON OUTSEE OF RNCS R®NEm y�llllr—� 9GN TD POST E APPUCABLE SEE PER ARfY G76 IR TR�NM MR N -{ PLAN TOO LOCATONS PREFORMED GASKET IFE SEK / IN.,A U TS 4' ■ 4' i .375' STEEL TUE. MHOK)T 31.9 21t NAPM OF A LIGE UE ME FASIL HAMNO SEAN AN AREA OF NOT LESS FILL NfFH CONCRETE AND PANT RHES CONCRETE OCGUAS A MSE Go- PLAN \AEW USE ,-,/Y EJAA6CN wEEl6Al AND URETHNE CAULK i�i��i� •��i�CONCAETE {'r MN. PADMNDOT tO1 SLOPE Nr 4' LONG STUDS WE1D AT OUARTFR II I POWN e' ON CE1rtER I 1r CONCRETE ELSE (3.000 P9) MANHOLE S.EPR, NEENAH R-1961-1 GR EQUAL SEE PLANS FOR CASTMO TYPE LOCH 0091 GRATE R FRAME WITH MACHNED BENA C SAWACES NO TOO CONCEALED RCN 7F ADAUSTNG AM= (2 ON. 4 MAX) FUEL BED OF MORTAR BETWEEN RNCS AND YOMAR WSW OF RNGS { zr PRECAST YHESS.Q' CONCRETE MANHOLE SUB. 7NUolES4 6' FOR 42-4e' CIA. B' FOR PARES 54-102' OLA O -H• PRECAST COMPETE 8 CATCH H BASH OR 11AIMHOIE PER ASTM ALL BUNTED JONES ETWEN SECTIONS SNALL N1RE b' RNNC RUBBER CASKETS S. MAMl* E STEPS. IEENAH R -1981-J vARES • it O.C. ON DOWNSTREAM SCE SEE ALAN DIP SEE RMI FOR PPE 512E ANO RIMERT r # OID111 NO SLOPE Y PER fT. r POURED OR PRECAST CONCRETE BAY NN SLAB THICKNESS 6' FOR LP ID 11' vARNS DEPNCREAY TH"NESS 1' FOR EVERY 4' SEE PLAN OF DEPTH GEATER THAN 14' AND REINFORCE MLN 6-X6-. 10/10 MESH GRAD -151 STORM SEWER TOP SLAB BASIN NOW 1a SCALE 2' ADAJSTNG RNM 0 (2 ARI- 4 MM1L) RFM FUIl ED Irc OF MORTAR BE1NEEl1 NNGS- GASTRO NO ON OUTSEE OF RNCS � y�llllr—� 4 r PER ARfY G76 TPP. N -{ 2 V 0: PREFORMED GASKET IFE SEK / NOTE' U RENFOCM SMALL E A MHOK)T 31.9 21t NAPM OF A LIGE UE ME FASIL HAMNO o AN AREA OF NOT LESS 7 m THAN Ott SO NOH PER FOOT OF 1 DGHT. SEE PLANS FOR CASTMO TYPE LOCH 0091 GRATE R FRAME WITH MACHNED BENA C SAWACES NO TOO CONCEALED RCN 7F ADAUSTNG AM= (2 ON. 4 MAX) FUEL BED OF MORTAR BETWEEN RNCS AND YOMAR WSW OF RNGS { zr PRECAST YHESS.Q' CONCRETE MANHOLE SUB. 7NUolES4 6' FOR 42-4e' CIA. B' FOR PARES 54-102' OLA O -H• PRECAST COMPETE 8 CATCH H BASH OR 11AIMHOIE PER ASTM ALL BUNTED JONES ETWEN SECTIONS SNALL N1RE b' RNNC RUBBER CASKETS S. MAMl* E STEPS. IEENAH R -1981-J vARES • it O.C. ON DOWNSTREAM SCE SEE ALAN DIP SEE RMI FOR PPE 512E ANO RIMERT r # OID111 NO SLOPE Y PER fT. r POURED OR PRECAST CONCRETE BAY NN SLAB THICKNESS 6' FOR LP ID 11' vARNS DEPNCREAY TH"NESS 1' FOR EVERY 4' SEE PLAN OF DEPTH GEATER THAN 14' AND REINFORCE MLN 6-X6-. 10/10 MESH GRAD -151 STORM SEWER TOP SLAB BASIN NOW 1a SCALE 2' ADAJSTNG RNM 0 (2 ARI- 4 MM1L) RFM FUIl ED OF MORTAR BE1NEEl1 NNGS- GASTRO NO ON OUTSEE OF RNCS Qa >1>Lu PRECAST CONCRETE SECTON FLASHED GLADE ACCEPTABLE ON STE SOL. 12' PER ARfY G76 /� YAA LIFT (P1NGR 10 COPACT011) ECCENTRIC WARE 2 V 0: PREFORMED GASKET IFE SEK / Chsarr D. nmas E• MTERTKT' HHEIINr CORECTI01 LREE7S GROPED (VARES) CON ELR01 6 APPROVED rFLOW SLOPE � 0.$M_A HANE PLACED AND TAMPED GRANULAR BAtH01LL PER CONCRETE ,RCN WALL 6 SPEOFMAROIS, YE NOTE 3 FOR PERFORATED 9TUATIONS PRECAST CONCRETE BASE r�1 • Ir 1 REHFOROMG SHALL E A ANIMAL OF A 9NGLE LIE ORE FABaC HAVNG AN AREA OF NOT LESS THAN 0.12 $0. INCH PER FOOT OF HEIGHT. NDrES. 2 FOR MAANQES e' DEEP GR GREATER. THE SEL'FON AHEDLATELY BELOW THE COW SHALL E I ACCESWU PAWNG LGN 9—WNF`OMM UMF RN ALL GLOO SMTE AND LOCAL CODES AND RECUA'1016 1--i (167. 3 1'ROAE STEPS AS ROGTEO ON YANHOES 4 5' DEEP AND GREATER_ SITE -36 I ACCESSIBLE SIGN AND STEEL POST NOT TD sCLE GRAD -16 I STORM SEWER ECCENTRIC CONE BASIN war TO Sua AM OArtN9G6 BACK/CURBCUA TAPER LENGTH NE PLAN TO ON LNE OF OXO FULL HEIGHT (SEE PLS) SLOPE 3/4• PFII FOOT PEe- PLA ms) rN9Rm K, I O R BKA x CURR ACE/CURB EGM GAB LAPEa SFL CONE 1. G1T1ER/ ROPE FULL NECNT ,/r 6 UNE +/2- R PNymR END GARB TIP" MO SAY SEE IMC Ix1Au e• r CONGO- I Ia r ONN / k DVM a AmEUE BSY ro ��+f wTON DFPM M IBYCLM STANDCOHWCI DDA s.NDRo NDc1aR DO uan CURB TYPE A y 8612 12' 20" .1. 11 26' W4 N' 32' 10115, I DREc`QN OF TRANSVERSE GUTTER SLOPE TO LATCH ONE— OF ADaAONT PAVEMENT SLOE z PRONG TOOLED OR RAA CONTRACTOR K NTS AF 10' SPAONG. EXPANSION AMR AT W MAMMA SOAOMO 1 MNSTRUCT OAR AND GUTTER PER MOOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SCALE 4. OF PORTLAND CEMENT CONCRETE (P.GC) 4 -CAW 5 AGGREGATE (TOOK 01U91ED) BAY POI MOOT 3134 COMPACTEDTO AT LEAST 1001 STANDARD PROCTOR EMSTY 2 � 6- CLASS 5 AGGREGATE BASE x PERT LE 3,34 cSTPARED GRAD -SWM I STORM WATER MANAGEMENT E� Ei COMPACTED SECTION TO AT LEAST ,ORB STANDARD LAGRAE PER I. SM—S TO HAVE 2% MAARNW CROSS PROCTOR EN9n NOT TO SCALE SPECTFOATOMS POPE UNRESS NDIGTED OTHERWISE 0 g GRAD -22 I SPLASH PAD SITE -61 CONCRETE SIDEWALK lar TO SCALE NOT To SCALE H aoq WMG! A AND PLAN NEW AND GRNve CONCRETE GUTTER SECTION GR CURB FULL HEIGHT � � EOM CURB .'APER PAVE NT MORONI MENTON NRB TAPER HAS MATCHED NT0 END CURB TAPER — J GAAFULAR a_DONG PER VEGFOATONS V � UNOHSIURBEO SOL IK FR PER GOTH T4 Tit YNABACACIIRER , BAOI SHALL E COMPACTED TO AT LEAST 905 SFANGAJD PROCTOR DF Sll N LANDSCAPED MEAS Y TOOBL N TDP 3' OF AGRADE N PAYED AREAS OR OTHN 5 FEET OF STMNCTURE: M BELOM THE TOP Y E Si.AfRADC 2, GRANULAR REDONE OEPM SNALL E ON. i FOR PPE 92ES 4-24'. r FOR PPE 92ES 30' AND GREATER . 1 FOR ALL PERFORATED PPC MAP 2'-r WA91ED GRANULAR BACKFILL ON A TWE 5 NOR -MOVEN GEOFERT%E FABRIC PER MN/DOT 3.TN1 GRAD -261 RCP, PVC, 8 CPEP PIPE BEDDING NOT TO SCALE f1MS ED GRIPE POPE PER GRADNC 0-AN SEE PLANS 7 S' PAVEMENT AND MY. SEE PAYDD ETALS CONCRETE 3 I I ,r J1 1 MOTE- L FULL VERTICAL HEIGI' OF CURB S ASSUMED TO E 6 N4CIES A' r CLASS S AGGREGATE BASE EONNA OF CURB TAPER AND O INCHES AT ENO O TAPER PER IRDOT 3138. COMPACTED UNLESS NOTED ONVh. E TO AT LEAST 10OL STANDARD PROCTOR DENS" SITE -11 1 CURB TAPER MOTM NOT TO SCARF 1. POPE TO MA -0H DIRECTION Of ADJACENT PAVEMENT POPE 2. PROVIDE TOOLED OR SAM COMTRACTMN .OBITS AT 10' SPAONC. CMW4A61— f0f TFUM- 6 Rod GTOMth EXPAM9OI JOKES AT 6O MAGNUM SPAOMO PMrfor6LMd CN WY For Rh¢Orrmtw ROOF Gr—lh 3. CONSTRUCT CURB AND GUTTER ITN MDPT 2531 TrRGRan NodMM SITE -81 CONCRETE RIBBON CURB NOWV " bA S1pFN Ccr—t— NON 70 SCBE SuYFa LoWq CNp In16WOOI Ground Sp4N lr MM Grams pMFA GMIa ffed NY1- 02' 1, 9.7* _ , d BIR our(+oe rlo BD 40 No6nvr Gra6s Davy uM f16n MMedMd a fOdded And BOBINBf �•— BMGXMV LBNW T #vCk oBMO60fYd 0 0 0 0 0 0 F BO 40.0twe 0 0 0 0 0 0 - i PERFORATED PK, SLOPE M ON SURFACE GRADE 0 0 0 0 0 0 'YPE I MOTEAME rABRIC. r M Ir HN 24• SE l NRYIA 01 0 0 0. 0 O PER -DOT 37M WARY RLTER AGGREGATE PER MOOT 3149.2H 0 0 0 0 0 0 EnsNnlD SMOWade 0 0 0 0 0 0 SITE -51 I GRASS PAVER CELL NON'D LANE 03�W0 W 4•NS� Y�jIO WN W NC~� y{ Oat W0 � � Z LL w H w03 wF v rSrc1-=D >L O 1 0 W RWH z ru�o� Ewo 6 0 �%�i�i J Qa >1>Lu .�:.f:. Luc rrO 2w DEPTH MNMLNPER LlJ 2 V 0: Q < y 2 w Zca U MHOK)T 31.9 21t U o 7 m PLAN \AEW i�i��i� •��i�CONCAETE PADMNDOT 3733 NLN k DVM a AmEUE BSY ro ��+f wTON DFPM M IBYCLM STANDCOHWCI DDA s.NDRo NDc1aR DO uan CURB TYPE A y 8612 12' 20" .1. 11 26' W4 N' 32' 10115, I DREc`QN OF TRANSVERSE GUTTER SLOPE TO LATCH ONE— OF ADaAONT PAVEMENT SLOE z PRONG TOOLED OR RAA CONTRACTOR K NTS AF 10' SPAONG. EXPANSION AMR AT W MAMMA SOAOMO 1 MNSTRUCT OAR AND GUTTER PER MOOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SCALE 4. OF PORTLAND CEMENT CONCRETE (P.GC) 4 -CAW 5 AGGREGATE (TOOK 01U91ED) BAY POI MOOT 3134 COMPACTEDTO AT LEAST 1001 STANDARD PROCTOR EMSTY 2 � 6- CLASS 5 AGGREGATE BASE x PERT LE 3,34 cSTPARED GRAD -SWM I STORM WATER MANAGEMENT E� Ei COMPACTED SECTION TO AT LEAST ,ORB STANDARD LAGRAE PER I. SM—S TO HAVE 2% MAARNW CROSS PROCTOR EN9n NOT TO SCALE SPECTFOATOMS POPE UNRESS NDIGTED OTHERWISE 0 g GRAD -22 I SPLASH PAD SITE -61 CONCRETE SIDEWALK lar TO SCALE NOT To SCALE H aoq WMG! A AND PLAN NEW AND GRNve CONCRETE GUTTER SECTION GR CURB FULL HEIGHT � � EOM CURB .'APER PAVE NT MORONI MENTON NRB TAPER HAS MATCHED NT0 END CURB TAPER — J GAAFULAR a_DONG PER VEGFOATONS V � UNOHSIURBEO SOL IK FR PER GOTH T4 Tit YNABACACIIRER , BAOI SHALL E COMPACTED TO AT LEAST 905 SFANGAJD PROCTOR DF Sll N LANDSCAPED MEAS Y TOOBL N TDP 3' OF AGRADE N PAYED AREAS OR OTHN 5 FEET OF STMNCTURE: M BELOM THE TOP Y E Si.AfRADC 2, GRANULAR REDONE OEPM SNALL E ON. i FOR PPE 92ES 4-24'. r FOR PPE 92ES 30' AND GREATER . 1 FOR ALL PERFORATED PPC MAP 2'-r WA91ED GRANULAR BACKFILL ON A TWE 5 NOR -MOVEN GEOFERT%E FABRIC PER MN/DOT 3.TN1 GRAD -261 RCP, PVC, 8 CPEP PIPE BEDDING NOT TO SCALE f1MS ED GRIPE POPE PER GRADNC 0-AN SEE PLANS 7 S' PAVEMENT AND MY. SEE PAYDD ETALS CONCRETE 3 I I ,r J1 1 MOTE- L FULL VERTICAL HEIGI' OF CURB S ASSUMED TO E 6 N4CIES A' r CLASS S AGGREGATE BASE EONNA OF CURB TAPER AND O INCHES AT ENO O TAPER PER IRDOT 3138. COMPACTED UNLESS NOTED ONVh. E TO AT LEAST 10OL STANDARD PROCTOR DENS" SITE -11 1 CURB TAPER MOTM NOT TO SCARF 1. POPE TO MA -0H DIRECTION Of ADJACENT PAVEMENT POPE 2. PROVIDE TOOLED OR SAM COMTRACTMN .OBITS AT 10' SPAONC. CMW4A61— f0f TFUM- 6 Rod GTOMth EXPAM9OI JOKES AT 6O MAGNUM SPAOMO PMrfor6LMd CN WY For Rh¢Orrmtw ROOF Gr—lh 3. CONSTRUCT CURB AND GUTTER ITN MDPT 2531 TrRGRan NodMM SITE -81 CONCRETE RIBBON CURB NOWV " bA S1pFN Ccr—t— NON 70 SCBE SuYFa LoWq CNp In16WOOI Ground Sp4N lr MM Grams pMFA GMIa ffed NY1- 02' 1, 9.7* _ , d BIR our(+oe rlo BD 40 No6nvr Gra6s Davy uM f16n MMedMd a fOdded And BOBINBf �•— BMGXMV LBNW T #vCk oBMO60fYd 0 0 0 0 0 0 F BO 40.0twe 0 0 0 0 0 0 - i PERFORATED PK, SLOPE M ON SURFACE GRADE 0 0 0 0 0 0 'YPE I MOTEAME rABRIC. r M Ir HN 24• SE l NRYIA 01 0 0 0. 0 O PER -DOT 37M WARY RLTER AGGREGATE PER MOOT 3149.2H 0 0 0 0 0 0 EnsNnlD SMOWade 0 0 0 0 0 0 SITE -51 I GRASS PAVER CELL NON'D LANE 03�W0 W 4•NS� Y�jIO WN W NC~� y{ Oat W0 � � Z LL w H w03 wF v rSrc1-=D >L O 1 0 W RWH z ru�o� Ewo 6 ORAVYN By gc +1 +em16 JOB NO 'RONO SHEET C5 0 J Qa >1>Lu Q Luc rrO W Z_ LlJ 2 V 0: Q < y 2 w Zca U Z _ Z OmDo U o 7 m ORAVYN By gc +1 +em16 JOB NO 'RONO SHEET C5 LKPB `'NGIh EELS June 30, 2017 BONGARDS ADDITION ELECTRICAL PRELIMINARY NARRATIVE Bongards Creamery Addition 8330 Commerce Drive, Chanhassen MN 55317 LKPB Project No. 2016.153.00 Project Description This project consists of two story addition to the existing Bongards building. The addition consists of office, warehouse, pilot plant, meeting space and fitness. The pilot plant space contains unspecified process equipment that can be relocated and reconfigured to simulate plant conditions and operations. The electrical contractor will be responsible for all labor, taxes, overhead, profit, permits, supervision, material, equipment, and service necessary for complete electrical systems as specified herein. 2. All work shall be performed by electricians licensed in the State of Minnesota. 3. The following current and applicable codes and standards will apply to this project including but not limited to: National Electrical Code — NEC American National Standards Institute — ANSI American Society for Testing and Materials — ASTM Electronics Industry Association — EIA Telecommunications Industry Association — TIA Institute of Electrical and Electronics Engineers — IEEE American with Disabilities Act — ADA Minnesota Energy Code International Building Code International Fire Code 4. The scope of electrical work for this project shall include a new addition on the north side of the existing building. The scope will also include the following: a. Replace the existing 120/208 Volt utility service transformer with a 480/277 -volt system b. Provide an optional standby natural gas generator to provide backup power for the server room equipment and dedicated cooling for that room. Electncal Bongards Creamery — Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 1 of 5 June 30, 2017 C. Provide new power distribution as indicated. d. Provide lighting control to comply with the MN energy code. e. Provide electrical raceway and power to office furniture and equipment to accommodate the remodel. f. Extend fire alarm circuits to existing fire alarm system to accommodate the new addition. g. Raceway, wiring and rough -in for communications systems to accommodate the remodel. Provide voice/data cabling and connections. h. Approximately 12,500 SF of addition space. ELECTRICAL SERVICE AND POWER DISTRIBUTION The existing building is served from a utility pad mounted transformer that is located on the Southwest corner of the existing building. A 600 amp, 120/208 volt, 3-phase, 4 -wire service currently provides power to the building. There is a connection cabinet in the utility room and from this cabinet, serves three 200 -amp Square D (QO) load centers A, B, and C with a 200 - amp main circuit breaker in each panel. This service will be replaced. 2. Included in the new addition is a 60OKW electric boiler for process. A new 1600 amp, 277/480 - volt service switchboard will be provided. 3. The existing utility transformer and existing main service will be demolished and replaced with a new 277/480 -volt service. The new utility transformer and exterior connection cabinet (with utility metering) will be located near loading dock to keep the new secondary conductors as short as possible. The utility primary will be extended to this new location. The new transformer will power a new switchboard (S3N-1-1) that will be on a 3 -inch housekeeping pad along the new addition first floor warehouse west wall. 4. A new 200 -amp feeder will be routed underground from the new utility connection cabinet and stubbed up from underground into Utility Area Room 120 to the bottom of a new disconnect switch. This feeder will be connected to a 150KVA dry type 120/208 volt, 3-phase, 4 -wire transformer in room and be connected to feed the existing panels A, B, and C. 5. The existing connection cabinet in the Utility Area Room 120 will be demolished. 6. All equipment required to be disconnected and/or removed to facilitate the areas of demolition. 7. Existing fire alarm panel located in the Utility room will be maintained and new devices provided in the area of work. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 2 of 5 July 30, 2017 POWER DISTRIBUTION There will be a receptacle panelboard on first and second floor to accommodate all 120/208 volt loads. 2. New 20 amp receptacles will be provided for offices, conference rooms, break room, work areas, and similar type rooms. Circuiting will be routed in ceiling from panels in the electrical room. 3. At each desk in offices, a double duplex receptacle will be provided. Two additional receptacles will be provided at the work space. 4. A duplex receptacle will be provided for each T.V. monitor location. 3. In break room, receptacles will be GFCI type, and will be provided at refrigerator, microwave, and coffee maker with additional convenience receptacles above counter. 4. In work room, receptacles will be provided for copier, printer and for other pieces of equipment within room. Convenience outlets will be provided above counter. 5. New branch circuiting will be copper conductors, with separate neutral per circuit. Minimum size branch circuit conductors will be #12 AWG. 6. A green ground copper conductor will be installed in all branch circuits. 7. A dedicated neutral copper conductor will be provided for each single phase branch circuit. 8. Receptacles will be 120 volt, 20 amp, industrial grade with plastic coverplates in office areas and stainless steel in all other areas. 9. Provide flush floor outlets with flexible conduit and circuit connection for power and data to office furniture. Provide flush floor outlets (equal to wiremold 6AT Series) with quadplex receptacle and data for large conference room table. 10. All feeders and branch circuits to be copper and be provided with a ground wire. 11. Metal Clad cable (MC) will be allowed for light fixture whips only. All other 120 volt wiring shall be in EMT or flexible metal conduit. 12. There will be GFCI receptacles on roof and exterior to the building at all exiting doors for maintenance. EMERGENCY POWER DISTRIBUTION A new 120/208 -volt natural gas generator will be provided for backup power of Information Technology and IT room cooling. Refer to attached site drawing plan. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 3 of 5 July 30, 2017 LIGHTING Corridor Lighting to be recessed 2'x4' direct/indirect, LED type lamp source lay -in fixture with a minimum light level of 20 foot candles at the floor. Control corridor lighting through a lighting control panel. 2. Open office area lighting will consist of suspended linear lighting with satin lensing that is direct/indirect with 0-10 volt dimming and will have layout and lumen package for 50 foot- candles at desk height. 3. Private office lighting will consist of recessed 2'x4' direct/indirect lights with satin acrylic lens and 0-10 volt dimming for a 50 foot-candle level at desk. 4. Multi-purpose and conference room lighting will consist of 2'x2' direct/indirect, LED type lamp source lay -in fixture. Zone dimming lighting control will be included. 5. Storage and equipment rooms (without ceilings) area lighting to be by 4', industrial, LED lamp source fixtures, surface or chain hung with 30 foot-candles minimum at the floor. 6. Food processing areas and wash -down areas will have 2x4 nominal gasketed and rated for such purpose. All LED light fixtures to be provided with 4000 -degree Kelvin color LED lamp source with a CRI rating of 82 or higher. 8. Provide dual technology occupancy sensor control system to turn the lights off when the space is not occupied in restrooms, janitor closets, storage rooms, open office areas, private offices and support rooms. 9. Provide daylight harvesting ceiling sensors for all daylight zones to automatically reduce the light fixture power in rooms or areas. A new automatic transfer switch will be located the Utility room 120 10. Site lighting will include new wall packs and new pole lights. Refer to attached plans. LIGHTING CONTROLS The lighting controls will be wattstopper, Sensor switch Nlight , or Hubbell. The design will also consist of occupancy sensors, daylight harvesting. Dimming control will be standard in all rooms. EMERGENCY LIGHTING New exit lights will be edge lit style with mirror backing and Red LED. 2. Building egress lighting will be provided for corridor, public areas for one foot-candle average lighting throughout the egress path. Utilize existing emergency lighting circuits as possible. Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 4 of 5 July 30, 2017 BRANCH CIRCUITRY Solid copper conductor, THHN/THWN insulation, in steel EMT conduit and provided with a ground wire. Aluminum wire shall not be allowed. M/C cable will not be allowed except where required for final connections to lighting and motors and or equipment requiring a flexible connection. MECHANICAL SYSTEMS AND EQUIPMENT WIRING Provide 120 volt wiring to the HVAC and mechanical system equipment. See mechanical design narrative. PROCESS EQUIPMENT SYSTEMS Process equipment will be connected with watertight Leviton twist lock connectors and plugs 2. Disconnect switches will Hubbell SS-HBLDS10SS and HBLDS3SS VOICE/DATA 1. Conduit and outlet boxes will be provided to each voice/data outlet. Minimum conduit size will be 1-1/4" 2. Voice/data outlets will be provided for each work desk, in each conference room, in work rooms and as required for connection to equipment. 3. Voice/data outlet will be provided at each TV monitor location within conference room and other areas as required. 4. Voice/data cabling connection will be provided by others. 5. Provide flush floor outlets with flexible conduit connection to raceway in office furniture. SECURITY SYSTEM All cabling required security system will be by others. 2. This contractor will provide rough -in and an empty conduit/raceway system for all devices and equipment. Minimum size conduit will be 3/4 inch 3. New card access raceway will be provided by the electrical contractor. Card access and associated control and wiring will be by owner. END Narrative JA2016120161530000MBongards Electrical Preliminary Narrative-2017-06-30-TJ1-1.dou Electrical Bongards — Phase 2 Addition Preliminary Design Narrative 8330 Commerce Drive, Chanhassen MN Page 5 of 5 July 30. 2017 v oz Southeasterly line of Northern States Power Company easement Drainage & Utility easement per platper Doc. 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PAUL, MN 55113 6511633.1223 LKPB.com Sheet Title Sheet Information Job Code 2016.153.00 Drawn By Reviewed By Date r 06/30/2017 oz I1 er yy cen fY lhat Mpec , or repel was w 5 pr pared by mepr rsm Supervsm ane amaeuy Leensed Fmneer .pws of the sand r `` O� Prinletl Name�� Sgnan.re Dare c Issue Record Sheet Title Sheet Information Job Code 2016.153.00 Drawn By Reviewed By Date r 06/30/2017 z E s TRANSFORMER AND J CONNECTIONNEWUTILITY CABINET o e STEEL CONCRETE FILLED BOLLARDS 1' �TUB UP FEEDER TO UE /DISCONNECT -ICH IN EXISTING LITILrrY ROOM 0 interiors architecture 7001 France Avenue South. Suie 200 Edna, M'nnesota 55x35 952.893-9020 fa. 952-8939299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN KLKPB 1935 WEST COUNTY ROAD B2. SU nE 300 ST. PAUL, MN 55113 651533.1223 LKPB.— O� I certiy mal m Dec rePm ryas sm wa! TRANSFORMER AND J CONNECTIONNEWUTILITY CABINET o e STEEL CONCRETE FILLED BOLLARDS 1' �TUB UP FEEDER TO UE /DISCONNECT -ICH IN EXISTING LITILrrY ROOM 0 interiors architecture 7001 France Avenue South. Suie 200 Edna, M'nnesota 55x35 952.893-9020 fa. 952-8939299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN KLKPB 1935 WEST COUNTY ROAD B2. SU nE 300 ST. PAUL, MN 55113 651533.1223 LKPB.— Sheet Title ELECTRICAL SITE PLAN -NEW Sheet Information Job Code 2016.153-00 Drawn By SRB Reviewed By THJ Date 06I30Y2017 E 0.2 O� I certiy mal m Dec rePm ryas sm aseoy p,eaa,Ceoy p is±ceNnmand am a Guy L sea foonee� b d ne swro d r 9 wnred NaT+a Sgnafure 1C. - . -Issue IssueRecon/ Sheet Title ELECTRICAL SITE PLAN -NEW Sheet Information Job Code 2016.153-00 Drawn By SRB Reviewed By THJ Date 06I30Y2017 E 0.2 r _ i L7]—y-1-2 I — S3N-1-1 HOUSEKEEPING PAD p �•^ MAIN DRIOT REFER TO SITE PLAN FOR MAN SERVICE CONTINUATION - V � -6�11— PANEL EXISTING GIN -1-1 SERVER n LEVEL 1 POWER AND SIGNAL PLAN CONSTRUCTION NOTES: A PROVIDE A GREEN EQUIPMENT GROUND WIRE IN BRANCH CIRCUIT AND FEEDER CONDUITS. B WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MNIMUM WIRING SIZE SHALL BE 012 AWG. AMPACRY. DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL C OUTLETS N THE SAME WALL SHALL NOT BE MOUNTED BACKTOBACK AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS. D RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E PROVIDE A GROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS, FOR FLEXIBLE METAL CONDUIT. EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE IN FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELSOARD BALANCE LOADS BETWEEN PHASES - H ONLY SOLD CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTFROTATION STRAND CONTAINMENT FEATURE. L PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FITTINGS AND DEVICES. TIE WIRE SHALL NOT BE USED K DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES- 15 AMP RATED DEVICES SHALL NOT BE USED L. MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES IN THAT CASE. PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE. PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE. M PROVDE CONDUIT BUSHINGS FOR CONDUIT ENDS, INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATNCOMMUNICATION USE IS PASSED THROUGH O ALL VOICEDATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VggEIDATA CABLING. OUTLETS, TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN - 0 MANUFACTURED FURNITURE'WHIPS FURNISHED BY SUPPLIER AND INSTALLED BV ELECTRICAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGFE IN R WHERE CONDUIT IS ALLOWED TO BE EXPOSED. CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO S ALL CABLING THAT IS ROUTED IN PLENUM SPACE SHALL BE SUPPORTED BY J -ROOKS SPACED NO GREATER THAT 5 FEET APART T- ZIP TIES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT. REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REOUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK KEYED NOTES: OCOORDINATE DOOR RELOCATION WITH ARCHITECT 11 interiors : architecture 7001 France Avenue Souls, Su,IF 200 Edre M --I 55435 952-893-9020 lax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN oe LKPB 1935 WEST COUNTY ROAD 82. SUITE 300 ST.PAUL MN 55113 6511633.1223 LKPB cam Issue Record Sheet Title POWER AND SIGNAL PLAN - LEVEL 1 Sheet Information Job Code <0000.00.00> Drawn By Reviewed By Date <Issue Date> E3.1 EXISTING FIRE OALARMPANELS_ 1 EXISTING —_ - -��, i. -- -- vANE1 A - � � ri �yy 200A EXISTING � NEW WREWAV ,487VPANEL QCT B --- ' REFER TO SR EXISTING ATS -1 D FLAN FOR FEE.E.A CONTINUATION PANEL C TC NEW _ TRANSFORMER TIT EXISTING NEW WATER SERVICE T T ITCH(GEN) O REMAIN n LEVEL 1 POWER AND SIGNAL PLAN CONSTRUCTION NOTES: A PROVIDE A GREEN EQUIPMENT GROUND WIRE IN BRANCH CIRCUIT AND FEEDER CONDUITS. B WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MNIMUM WIRING SIZE SHALL BE 012 AWG. AMPACRY. DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL C OUTLETS N THE SAME WALL SHALL NOT BE MOUNTED BACKTOBACK AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS. D RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E PROVIDE A GROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS, FOR FLEXIBLE METAL CONDUIT. EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE IN FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELSOARD BALANCE LOADS BETWEEN PHASES - H ONLY SOLD CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTFROTATION STRAND CONTAINMENT FEATURE. L PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FITTINGS AND DEVICES. TIE WIRE SHALL NOT BE USED K DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES- 15 AMP RATED DEVICES SHALL NOT BE USED L. MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES IN THAT CASE. PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE. PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE. M PROVDE CONDUIT BUSHINGS FOR CONDUIT ENDS, INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATNCOMMUNICATION USE IS PASSED THROUGH O ALL VOICEDATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VggEIDATA CABLING. OUTLETS, TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN - 0 MANUFACTURED FURNITURE'WHIPS FURNISHED BY SUPPLIER AND INSTALLED BV ELECTRICAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGFE IN R WHERE CONDUIT IS ALLOWED TO BE EXPOSED. CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO S ALL CABLING THAT IS ROUTED IN PLENUM SPACE SHALL BE SUPPORTED BY J -ROOKS SPACED NO GREATER THAT 5 FEET APART T- ZIP TIES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT. REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REOUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK KEYED NOTES: OCOORDINATE DOOR RELOCATION WITH ARCHITECT 11 interiors : architecture 7001 France Avenue Souls, Su,IF 200 Edre M --I 55435 952-893-9020 lax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN oe LKPB 1935 WEST COUNTY ROAD 82. SUITE 300 ST.PAUL MN 55113 6511633.1223 LKPB cam Issue Record Sheet Title POWER AND SIGNAL PLAN - LEVEL 1 Sheet Information Job Code <0000.00.00> Drawn By Reviewed By Date <Issue Date> E3.1 N LEVEL 2 POWER AND SIGNAL PLAN gR$ CONSTRUCTION NOTES: A PROVIDE A GREEN EQUIPMENT GROUND WIRE N BRANCH CIRCUIT AND FEEDER CONDUITS B WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MINIMUM WIRING SIZE SHALL BE R12 AWG. AMPACITY, DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. C. OUTLETS N THE SAME WALL SHALL NOT BE MOUNTED BACK-TO-BACK. AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS D RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E PROVIDE AGROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS. FOR FLEXIBLE METAL CONDUIT EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE N FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELBOARD BALANCE LOADS BETWEEN PHASES H ONLY SOLID CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTI -ROTATION STRAND CONTAINMENT FEATURE. I PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE- REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FnTNGS AND DEVICES. TE WIRE SHALL NOT BE USED. K. DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES. 15 AMP RATED DEVICES SHALL NOT BE USED. L MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES. IN THAT CASE. PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE, PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE M PROVIDE CONDUIT BUSHINGS FOR CONDUIT ENDS. INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATNCOMMUNICATION USE IS PASSED THROUGH. O. ALL VOICEEDATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VOICEOATA CABLING. OUTLETS TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN Q MANUFACTURED FURNITURE WHIPS FURNISHED BY SUPPLER AND INSTALLED BY IC ELECTRAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGH. IN R. WHERE CONDUIT IS ALLOWED TO BE EXPOSED. CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO. S ALL CABLING THAT IS ROUTED N PLENUM SPACE SHALL BE SUPPORTED BY J -HOOKS SPACED NO GREATER THAT 5 FEET APART T. ZIP TES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REQUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK interiors . architecture 7001 France AvaAle Sam. Sub 2DO Ed— Mexwsola 55135 952893-9020 ! x 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN r$OLKPB -� 1935 WEST COUNTY ROAD B2. SUITE 300 ST. PAUL. MN 55113 651 A533-122 LKPB — Issue Record Sheet rifle POWER AND SIGNAL PLAN - LEVEL 2 Sheet Information Job Code <OM.00.00> Drawn By Reviewed By Date clssue Date> E3.2 El d CONSTRUCTION NOTES: A PROVIDE A GREEN EQUIPMENT GROUND WIRE N BRANCH CIRCUIT AND FEEDER CONDUITS B WIRING SHALL BE PROVIDED TO DEVICES SHOWN, UNLESS OTHERWISE INDICATED. MINIMUM WIRING SIZE SHALL BE R12 AWG. AMPACITY, DERATING AND CONDUIT FILL SHALL BE AS REQUIRED BY THE NEC EACH CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. C. OUTLETS N THE SAME WALL SHALL NOT BE MOUNTED BACK-TO-BACK. AT COMMON WALLS BETWEEN OFFICES; INSTALL WITH AT LEAST ONE STUD BETWEEN OUTLETS D RECEPTACLE OUTLET DEVICES SHALL BE GROUNDED WITH A PIGTAIL WIRE CONNECTED FROM THE DEVICE TO THE OUTLET BOX E PROVIDE AGROUND WIRE WITHIN OR ROUTED ALONG THE EXTERIOR WITH GROUNDING BUSHINGS. FOR FLEXIBLE METAL CONDUIT EXCEPT CONDUIT CONNECTIONS TO LIGHT FIXTURES. F. SEE ARCHITECTURAL ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ELECTRICAL ITEMS. THESE SHALL TAKE PRECEDENCE OVER ANY INDICATIONS IN ELECTRICAL CONSTRUCTION DOCUMENTS. G CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY ACTUAL CIRCUITS IN EXISTING PANELS MAY VARY. COORDINATE N FIELD. PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY IN EACH AFFECTED PANELBOARD BALANCE LOADS BETWEEN PHASES H ONLY SOLID CONDUCTORS SHALL BE USED FOR TERMINATING WIRING DEVICES WITH SCREW TERMINALS NOT CONTAINING EXTERNAL WRAP-AROUND CLAMP WITH ANTI -ROTATION STRAND CONTAINMENT FEATURE. I PROVIDE PLASTIC DUCT COVERS FOR BOTH DUCT AND AREA SMOKE DETECTORS SERVING THIS SPACE- REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS. J. CONDUITS SHALL BE SUPPORTED AND SECURED WITH SPECIFIED FnTNGS AND DEVICES. TE WIRE SHALL NOT BE USED. K. DUPLEX RECEPTACLE OUTLETS SHALL BE 20 AMP RATED DEVICES. 15 AMP RATED DEVICES SHALL NOT BE USED. L MULTIPLE GROUPINGS OF DEVICES SHALL BE GANGED UNDER THE SAME COVERPLATE. SEPARATE PLATES ARE UNACCEPTABLE EXCEPT IN CASES OF DIMMER SWITCHES ADJACENT TO OTHER LIGHT SWITCHES. IN THAT CASE. PLATES SHALL BE AS CLOSE TOGETHER AS POSSIBLE, PLUMB TRUE FOR A NEAT AND COMPACT ORGANIZED APPEARANCE M PROVIDE CONDUIT BUSHINGS FOR CONDUIT ENDS. INCLUDING THOSE PROVIDED FOR FUTURE USE OR FOR SIGNAL AND COMMUNICATIONS SYSTEMS N. PROVIDE BUSHINGS FOR OPENINGS IN STEEL STUDS THROUGH WHICH A PULL STRING FOR DATNCOMMUNICATION USE IS PASSED THROUGH. O. ALL VOICEEDATA PATCH CABLING AND CONNECTIONS BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL VOICEOATA CABLING. OUTLETS TERMINATION AND TESTING AND SHALL BE ROUTED TO SERVER ROOM. P MAINTAIN CIRCUIT CONTINUITY FOR ELECTRICAL DEVICES AND EQUIPMENT THAT ARE TO REMAIN Q MANUFACTURED FURNITURE WHIPS FURNISHED BY SUPPLER AND INSTALLED BY IC ELECTRAL CONTRACTOR. CONTRACTOR SHALL OBTAIN WIRING DIAGRAM AND DIMENSIONED APPROVED LAYOUT OF OPEN OFFICE FURNITURE PRIOR TO ROUGH. IN R. WHERE CONDUIT IS ALLOWED TO BE EXPOSED. CONDUIT AND HARDWARE SHALL BE PAINTED TO MATCH FINAL ARCHITECTURAL FINISH IT IS AFFIXED TO. S ALL CABLING THAT IS ROUTED N PLENUM SPACE SHALL BE SUPPORTED BY J -HOOKS SPACED NO GREATER THAT 5 FEET APART T. ZIP TES ARE NOT ALLOWED TO SECURE CABLING. PROVIDE VELCRO STRAPS AND SECURE AS REQUIRED. U. CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF FLOORS THAT ARE DISTURBED DUE TO TRENCHING. V. THIS CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE ANY AND ALL LIGHTS AND EQUIPMENT AS REQUIRED FOR NEW ELECTRIC DUCT HEATERS AND MECHANICAL WORK interiors . architecture 7001 France AvaAle Sam. Sub 2DO Ed— Mexwsola 55135 952893-9020 ! x 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN r$OLKPB -� 1935 WEST COUNTY ROAD B2. SUITE 300 ST. PAUL. MN 55113 651 A533-122 LKPB — Issue Record Sheet rifle POWER AND SIGNAL PLAN - LEVEL 2 Sheet Information Job Code <OM.00.00> Drawn By Reviewed By Date clssue Date> E3.2 �.� HANDHOLE uSE YETAL COVER CuTLEf t.0 b.0 PROJECT ANCHOR BOLTS PER b.1 1.o b.0 BUSH CONDUITPROJECT RECOMMENOATION ABOVE • 1 t.0 RASE COVER FOR LEVELING (Oft ABOVE AND BELOW 11b2 b.: 5.: ! BASE FLANGE) ALL HARDWARE To BE •0.3 t1.O CONNECT GROUHO TO } FLANGEGALVAINIAND T� CONCRETE MA GROST VW BETWEEN E •0.2 b.s b.s b.. b.3 0.6 b.3 b.1 POLECBCCN? UL ILJI HAND FVSH- PROVIDE COTTON WEEPS AT BASE TO DRAIV MOLSTJRE OUT OF • b' 1 1' CHAMFERED POLE INTERIOR. 0 b2 b.6 t.o b.9 b.c b.6 b.6 b.7 b.4 b.1 i 1 b.2 PARVJNO LOT CURB Roll CLASS A ll REINFORCES CONCRETE 5J 1.1 b 9 1.2 b.9 b.9 b.9 1.0 1.1 1.1 b.3 (� OTHERS) BASE B* THIS t.1 •1 _ 5.2 CONTRACTOR. 3'_0• b•2 1.0 1-1 1.0+ 4.9 1.7 1.1 1.0 1.2 1-3 1.4 1.4 I.s b.s } OCRA PROVIDE ANCHOR BOLT 40 2 AAI /� 491 •0.3 _ 5.9 1.1 1.s * I.6 1.. 1.. 1.6 1.7 1.7 1.a✓Aw 23b.4 PROVIDE EMPTv ♦ PROVSECUIDE .^.MORA • 0. 3 •0.2 ;a BARE cu vwis RFOR OUA Tmo 3 6 0. 3 t.z 1.9 t.s / u ]-o b.• ]-. t.7 I.s 1.7 1.s t.s 4.0 o.c cRa No WIRE OF CCONDUrts AHD SIZE 6'-0- b.2 Ub.i 1.s l.s / ` b.c bs 1.2 11 1.6 l.0 1-t 1.s L. b.l � BOLT CIRCLE FOUR CoroLAF�AND c REOUIREMENTS WITH •4 V.2 SHOP DRAWINGS. _____ - CONDUCTOR SIZE 1.5 1.5 1.9 t. 1.2 1.3 1.2 1.9 1.0 1.2 1.2 I.o I.o b.3 GROUND • IOD T 4 ;5 KEBABS c *0 . 3 cRDUNo Roo SET 1.o M#.. 1.9 i.l ].t }.2 1.2 1.0 1.9 b.A 6' BELOW GRADE ;2 TIE RODS t).2 CV\ b.2 b.9 ].7 1 M 9Bl 14 1.6 t.o 1.3 1.2 1.2 }.l 1.o V�vktlw FOR GRROOUNDWIRE 20 ROUND BASE 11•2 b.7 I.o .7 \ A.s 1.6 1.7 1,7 1.9 1.9 1.0 1.s 1.o 1.1 b.3 TYPE BBI POLE BASE DETAIN -, 2 No SCALE t1.3 3 b.3 b.9 J' 1.�1 1-5 1.s 1.9 1.7 1.9 1.9 1.7 t.s b.s �NLu t) 2 1.6 1.6 1.6 1.9 b.4b'1 1.3 N 1.6 1.0 1.9 1.2 I.s 1-6 1.1 1.6 1.4 b.6 t1.5].2 oo O u1.6 1.1 1.2 I.s 1.6 1.7 1.1; 1.7 b.4 b.2 b• 4-9 bbb Ab, .4 I.s 1.2 1.0 .1 1.0 1.3 1.4 1.7 1.1 1.9 b-9 bb- 2 �1 b•3 b.6 b.s b.7 b.s 1.7 b.4 b.2 b.t b.s }.t 1.6 1.7 1.7C50�1 5 7 b.2 irs 23 t) .1 •0. 1.3 b.3 b.6 b.s ti 1.9 1.\ b.3 b.3 b.3 b.6 1.1 1.6 1.7 1.7 I.s b.3 b.t AA1 . t.0 b . 1 b.: b.3 b.s b.9 b.s bs /O� u 1.6 b.9 bs b.7 b.9 1.1 i.s 1.7 1.5 1.1 11-3 b.1 b . 1 b.2 b.6 I.9 1.3 b.4 1.1 X1.6 • 1.9 1.9 1.2 1.0 1.1 1.1 1.1 1.3 1.6 1.6 1.4 1.0 b.2 b.1 t.0 9 b.0 t. $.1 b.3 b.6 1.1 1.1 1-6 :i1AA1 14 1.4 1.7 l.$ 11.9 1.1 1.2 1.3 1.4 1.5 1.4 1.3 1.2 b.l 0.1 E.0 b 0 �E u b. 1 b.2 b.3 b.4 b.9 1.9 1.2 1.2 1-9 1.7 1.0 1.2 ').s 1.4 1.3 1.5 1.6 I -s I.s 1.3 6.9 b.c b.s b . 0 b-2 t. 1 b.2 1.4 b.s b.s 1.2 11.9 I.o 1.9 1.9 1.1 1.9 1_6 1.5 1.5 1.6 1.6 1-9 1_6 b.7 b-6 b.4 b.3 *0. lo.i o.3 b.s o.9 b.s b.6 I.s 1.o 1.9 1.9 1.6 1.2 1.3 t.4 I.s 2.� Ni 1,.6 b.3 t.2 3Bt 23 t.2 t.1 b.1 111.3 b.6 11.7 b.7 1.3 1.s 1.9 1.9 5.3 b.9 1.1 1.2 1-6 1_4 0.6 t.2 4.1111 b.2 b.3 b-. b.7 1.3 1.7 1.9 },0 5.9 11.7 b.9 b.9 b.s b.7 b .2 b.2 t1,0b.1 0.2 o.s 11.9 1-3 1.6 1.6Q.1013.6 bs b.3 0.1 b.l Milt 23 b• 1 b.: b.6 1.0 1.3 1.6 1.7 b.s b.6 11.2 6.1 0.1 Ot\Je b.l *0 T1.3 b.s b.9 1.1 1.2 b.s 6.3 11.2 b•1 10. 3 b.. b.6 b.9 ob.1 .9 b.3 t.1 e�CJe �� b.3 b.6 b.s b.4 b.l GO b.�.2 b.3 b.l LUI.r1. Scher 1b.0 a"'m 4 Labo us D-.vb9. 6 Mt 0 900 MRW LFA 2 10A700 4WSM MVOLT 1 AA2 0900 6RW LED IGA 00 4W SM WVoLT 2 AA3 0900%*W LED 210AT00_4W SM MVOLT S BBI 090o DSXOLED20C IOW40KT35NYOLTH3 CYoaa•bn Bln6nhT LaOM c dcT70. lA9b A9y I YW AL. A6B3Be 9901Bin BOL043M CALCULATION I 19- Fc 017 14115 00 'IIA NA INTERIOR CALCULATION Ii97hI.r9a Fc 120 1 40 1 oz ILA NA 7 interiors architecture 7001 Fhrlc. A- 800L 13th 200 Films Mir -ft BMW 9624934020 s.M2i6MM BONGARDS'EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN KLKPB 1933 WEST COUNTY ROAD 82, SUITE 300 ST PAUL MN 36113 661433,1222 UNB - O\ 1Mlr6ey 0r9ry 9r h hP9rl.h p9pma. M m. 6yhWm 6IK .m nA7 LA>.+w� 3w6a1/h O Rnh7d NSM \ _ ♦' _ '. S.N. F-- Lc 9 luue Record Sheet True PHOTOMETRIC PLAN Sheet Info abon Job Code 2016 153.00 Drawn By TVB Rewewed By THJ �� II PHOTOMETRIC PLAN Dare X17 ES 1.2 BONGARDS MRW LED PHASE 2 Architectural Wall Sconce TYPE - AA1,AA2,AA3 LKPB 2016.153.00 "'9iis Inverted available with oIVIEirzoI) WLU option only. Specifications Luminaire Optional Back Box (BBW) Height: 7-1/4• H*119 ht: 4" MVOLT (18.4 cm) (10.2 cm) Width: (10 LEDs) Width: SR3 Type 11 45.7 cm) (14 Wid0 cm) Depth: 91 mpd, 1-1/2 10A700/40K 40001, 122.8 cm) (3 8 cm) Weight: 18(8 2 kbg)s H —WD� W For 3/4" NPT D side -entry O ll concluit a® H Catalog Number Notes I Type Introduction The classic Architectural Wall Sconce is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal halide versions. The integral battery backup option provides emergency egress lighting, without the use of a back -box or remote gear, so installations maintain their aesthetic integrity. The MRW LED is ideal for replacing existing 50- 175W metal halide wall -mounted products. The expected service life is 20+ years of nighttime use. • a - 0 EXAMPLE: MRW LED 2 1OA700/40K SR3 MVOLT DDBTXD MRW LED MRW LED L _'J 1 One engine 700 mA options: SR2 Type 11 MVOLT Shipped included Shipped installed DDBXD Dark bronze (10 LEDs) 10A700/30K 3000x. SR3 Type 11 110' (MaW Surtxemount PE Phowelemiccell, button type '' DBLXD Black 2 Two ergines 10A700/40K 40001, SR4 Type IV 208' Shipped separateh/t SF Single fuse (120,277,347V)' DNAXD Naturalalumitum (20 LEDs) 10A700/50K 50001, 240' BBW Surixe_n-ounted OF Double fuse(208,240,48OV)' DWHXD Whet 277 ' back bore DMG 0-10V dimming driver (no controls) DSSXD Sandstone UT5 Updt 5 degrees ELCW Emergency battery backup' DDBTXD W wRd dark bronco 347 WLU Wet location door for up orientation DBLBXD Tenured black 480 PIR Motion/ambient fight setrsor' DNATXD kxtured natural DS Dual switching' abmmum Shippedseparately DWHGXD knuledwhile VG Vandalguaal DSSTXD krturedsandstone WG Wire guard Emergency Battery Operation The emergency battery backup (ELCW option) is integral to the luminaire - no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All ELCW configurations include an independent secondary driver with an integral relay to immediately detect AC power loss. Dual light engines are wired in parallel so both engines operate in emergency mode and provide additional component redundancy. These design features meet various interpretations of 100.16 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hoes) from the time supply power is lost, per -onal Building Code Section 1006 and '.FPA 101 Life Safety Code Se- provided luminaires are mounted at an appropriate height and illuminate an open space wide no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the single-engine Type N product in emergency mode. _ 8' MH 12' MH WST LED 1 1OA700/40K SR4 �'� a MVOLT ELCW - Ne 10'x 10' Gridlinesat arkr-. 8' and 12' Mounting Height NOTES 1 MVOLT driver operates on any line voltage from 120-277V (5W60 Hz). Specify 120, 208, 240 or 277 options only when ordering with photocell (PE), fusing (SF, DF), or dual switching (DS). 2 May also be ordered separately as an accessory. Fes: WSBBW DD8XD U. Must specify finish. 3 Must be ordered with fixture; cannot be field installed. 4 Not available with MVOLT option. Button photocell (PE) can be ordered with a dedicated voltage option. Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 5 Not available with 480V option. Not available with motion/ambient light sensor (PIR). 6 Integral battery pack is rated for -200 to 606C operating temperature. ELCW warranty is 3 -year period. Not available with 347V or 480V. Not avalable with WLU. 7 WLU not available with PIR or ELCW 8 Specifies the Sr - control (photocell included); see Motion Ser" .- _.. for details. Includes ambient light sensor. Not available with "PE' option (button type photocelt. Dimming driver standard. Not available with WLU, VG or WG. 9 Provides 50/50 luminaire operation via two independent driven and light engines on two separate circuits. Not available with one engine, MVOLT, ELCW, WLU, SF, or OF Must specify voltage; voltage must be the same for both drivers. When ordered with photocell (PE) or motion sensor (PIR), only the primary per source leads will be controlled. OFA L/THON/A One Uthonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.litfwnia.com MRW-LED L/GHT/NG 0 2011-2017 Acuity Brands Lighting, Inc All rights reserved Rev. 04/04/17 Performance Data Lumen Output Lumen values are from photometric tab psrI, it aooadrloe with IESNA LM -79-08. Data is considered to be representative Of" eo AVIStiors sham. within the Werantes alowed by Lighting Facts. I (10LEDs) 700 10A700/ --K SR2 2,005 1 1 0 1 1 34 24W SR3 2,029 1 0 1 N SRA 1,959 1 0 1 12 2 00 L81%) 700 1000(1114 SR2 3,944 1 0 1 $4 47W SR3 On 1 0 1 16 SM 3,1151 1 0 1 92 1 See electrical load chart for 347/480V system watts Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from "M (32-101-n). 7,01 0'( 3YF10'( 50'F20°( 68iWE 77°F30'( Bi.' f 40'C 104' F 0.91 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the MRW LEO 2 10A700 platform in a 254C ambient, based on 10,000 hours of LED testing (tested per IESNA UV - 80 -08 and projected per IESNA TM -21-11). To calculate LLF use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. ®� 0 25AN 50.000 100.000 1!' 1.0 0.94 098 0.77 Electrical Load ® 72 m 120 208 240 m 347 40 700 24W 024 0.14 0.17 0.1 - 1 29W, - 0.09 6m 700 47W 0.0 027 ILD 020 S3W1 - 0.17 0.12 1 Higher wattage is due b electrical loeees from step-down transformer To see complete photometric reports or download .ies files for this product, visit Lithoit" Lighting's MRW LED homepage. Isofootcandle plots for the MRW LED 2 IGA70N40K SR2, SR3, and SR4. Distances are in units of mounting height 021 Distribution overlay comparison to 175W metal halide LEGEND a t t 1 0 1 s s• 4 2 2 1 0 1 2 2 a • s 2 1 0 1 2 t 4 • � a L � ■ 0.1 IC -- ■ 0.5fc ac a 1.0f< t tV L i.R$ s ?$ ,2 a 1 Idi �< ° SR2 Z W 5113 Z a SM4 1 W FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the'.taW LED was oesigneo for applications s.,�ra nosprtals, schools, malls, restaurants, and con-. - -,al buildehgs. The long life LEDs and driver make this luminaire nearly maintenance -free CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. RNISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non -textured finishes. Cl'11Cs Precision -molded acrylic lenses are engineered for superior distribution, uniformity, and spacing in wall -mount applications. Light engines are 4000K (70 CRI). The MRW LPD has zero uplight and qualifies as a Nighttime Friendly"" product, meaning it is consistent with the LEEDe and Green Globes"" criteria for eliminating wasteful upiight. LEGENDI ■MWW u fc ■mnw 015 k to w Sd.-A LLD. MRW HD - 0.72 h4RW L� 47W 1/lWLED-0.95 MRWLED21or170040KSR4, MRW 175M Fr Probe, 17 Mounting Ht ELECTRICAL Light engine(s) consist of 10 high�fficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 his at 25'C, L77). Class 2 electronic driver has a power factor >90%, THD e20%. Easily - serviceable surge protection device meets a minimum Category 8 (per ANSWEEE C62.41.2), INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. US71NGS CSA certified to U S. and Canadian standards Light engines are IP66 rated; luminaire is IP65 rated and suitable for wet locations when mounted with the lenses down. WLU option offers wet location listing in ' up"orientation Rated for -30'C minimum ambient. WARRANTY Five year limited warranty. FLA wwrwq temss located at .%w .acurtybrands,com! - .=esources;Terms and_condnion< arc. Nob: Actual performance may dilFer as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specificat.ons subject to charge without notice. OFA L/THON/A One Lithonia Way • Conyers, Georgia 30012 • Phone 800.279.8041 • Fax: 770.918.1209 • MRW-LED L/GHT/NG O 2011-2017 Acuity Brands Lighting, Inc. All rights reserved Rev. 04/04/17 D -Series Size 0 LED Area Luminaire Specifications EPA: 0.95 ft' H ('09 NO Length: 26' (66ocmr W Width: 13' < ----- f 33.0 onl L, Height: 7 -- -- i17Aua) Weight 16lbs (max): 725sy) BONGARDS PHASE 2 TYPE BB1 LKPB 2016.153.00 A, (apable options indicated by this color background Ordering Information , DSXO LED TVP, IM* Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL' controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM112 or XPointT"' Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link tc kern; Link to DTL DLL EXAMPLE: DSXO LED 40C 1000 40K T3M MVOLT SPA DDBXD Shipped installed PER NEMA twist -lock receptacle only (no coronals)' PERS Five -wire receptacle only (no (ontrds)s' PERT Seven -wire receptacle only (m mnttds)u DMG 0-1OV dlnmrg extend out back of horsing for external control (no controls)" DCR Dimmable and controllable via ROAM* (no controls)" PIR Bi -level motbNaznbient sertw, 8-15'mounting height ambient senses enabled at Sku's" PIRH Bi -level, monorVambient sew, IS- 3Cr mounting height ambient sensor enabled at Sku's" PIR1 FC3V Bi -level motiadambiem sersor.8-15'nlwrorlg height, ambient sertw enabled at lk"" PIRHIFC3V Bi-leveLmonom'amdentsensot15-30'rnour g Shipped installed DDBXD 11�1 J" Fol" optics 530 530 mA 30K 3000 K T1S Type I short TSS Type shat MVOLT' Shipped included 20( 20 LEDs (ate Kgne) 700 700 MA 40K 4000 K US Type II shat TSM Type V medium 110' SPA Square pole mounting 40C 40 LEDs (two engines) TOM 1000 m 50K 5000 K T2M Type I merium T5W Type wide 208' RPA Round pole mounting Rotated optics' (I A) AMBPC Amber T3S Type 11 short BL( Backight control 240 WBA Wall bracket 30( 3v LEDs (one engine) 0000' T3M Type II medium LCCO Left corner cutoff 277 ` SPUMBA Square pole universal mounting adaptor' Part night, dim 6 hrs" L90 converted TQ Type N medium RC(0 Right comer 347' RPUMBA Round pole universal mounting adaptor' Part night, dim 7 hrs" R90 Right rotated optics' TFTM Forward throw cutoff` 480' Shipped separately Field adjustableoutput' DDL Diffused drop lens" medium Textured natural KMA8 DDBXD U Mast arm mounting bracket adaptor BS &rd spikes TSVS Type very short aluminum (specify finish) Shipped installed PER NEMA twist -lock receptacle only (no coronals)' PERS Five -wire receptacle only (no (ontrds)s' PERT Seven -wire receptacle only (m mnttds)u DMG 0-1OV dlnmrg extend out back of horsing for external control (no controls)" DCR Dimmable and controllable via ROAM* (no controls)" PIR Bi -level motbNaznbient sertw, 8-15'mounting height ambient senses enabled at Sku's" PIRH Bi -level, monorVambient sew, IS- 3Cr mounting height ambient sensor enabled at Sku's" PIR1 FC3V Bi -level motiadambiem sersor.8-15'nlwrorlg height, ambient sertw enabled at lk"" PIRHIFC3V Bi-leveLmonom'amdentsensot15-30'rnour g Shipped installed DDBXD Dark bronze height ambient serve enabled at IkIL 1N HS House -side shield DBLXD Black 8130 Bi -level switched dimming, 30%'s` SF Ile fuse 020, DNAXD Natural 600 &-level switched dimming 5096's•2 347V)l aluminum PNMTDD3 Part night dim till dawn" Df Double fuse (208, DWHXD White PNMT503 Part night dim 5 hrs" 240' 48OV)?' DDBTXD Textured dark PNMT6D3 Part night, dim 6 hrs" L90 Left rotated optics' bronze PNMT7D3 Part night, dim 7 hrs" R90 Right rotated optics' DBLBXD Textured Wads FAO Field adjustableoutput' DDL Diffused drop lens" DNATXD Textured natural BS &rd spikes aluminum '. L/THOVIA One Lithonia Way • Conyers, Georgia 30012 • Phone:OWM9.8041 • www-lithonia.com L/GHT/NG O 2011-2017 Acuity Brands Lighting, Inc AN rights reserved. DWHGXD Textured white DSM Rev. 06MIll7 Page 1 o16 Ordering Information Controls & Shields DLL127F1.53U Rrotoce8- SSL twkt-lod(M2nW DLL347f 1.5 CUL lU PlnotottN - SSL twig -bbl (347Vr DLL48OF1.S(ULA) 10 Rowell - SSL twM4,d(4WW DSHORT SBK U Shortog up'' L egSL OSXOEGS DDBXD U EstmW glare shed 4f DSXORS 20C U Hoese-side shied for 20 LED alt" U i? DSXORS SOC U Heuse-sde OwW fw 30 LED um" U DSXOHS 40( U Home -We s*W for 40 LED um" Q DSXODDL U Dftwd drop less (p ycr6onatei,• a PLORA D1)9XD U• Sww cad will pole wwersal monet- AST25-320 rq bath adaptor (specify MW" KM8 DD8XD U Mat arm mwn iq kaM adaptor AST35-190 (spray Fnnh)' For more conal options, vert and online. External Glare Shield NOTES 1 30 LEDs (30C option) and routed options 0.90 a R9o) only available together. 2 AMBPC is not available with BLC, LLCO or RCCO. 3 Not available with HS or DOL 4 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Specify 12DV, 208V 240V or 277V optics only when ordering with It" (SF. DF options). 5 Na available with sink board. 530rnA product ROC 530 or 3DC 5301. Not avalable with BL30. 81.50 or PNMT options. 6 Eutistin drilled pole only. Available as a separate combination accessory; for rew6t use only. PUMBA (finish) U; 1.5 G vibration bad rabrg per AND C13631, 7 Must order fomre with SPA murnng. Must be ordered as a separate accessory, see Accessories information. F -or nue with 2-3/8' mast arm (nor ndudedl 8 Photocell ordered and shipped as a separate Fre hem from Acuity Brands Camels. See accessories Shorting Cap be order for Correa operation when pharnrantrd a 9 M ROAM' node required. it mew be ordered and shipped as a separate line item from Aapty Brads Control. Not available with DCR. Node with integral dinrswg 10 DMG option for 347V or 49OV mcfLines 1000rr A. 11 Specifies a ROAMe enabled Anrraire with 014 dimming opabilhy PER option nequied. Addtiorwl hardware and services required for ROAKP deploy est. must be purchased separately. Call 1.800412,6745 or email. - . WA with PERS, PER7, 8130. 81.50 or PNMT options Node without wdegral dmrrlg Mvoh only. Not available with 347V and 484 Not available with PIRH I FC3V 12 PR and PRIFC3V specify the control; PIRH and PRH I FC3V specify the ',.,"wr5whch Sb'.. , control: see -.-. for details. Dimming diver standard. 13 Ambient sensor disable when ordered with DCR Separate orVoff mq wined. Na available with PMNT options. VAwn PR ad PIRH options ore selected with XR, old style node must be used or PIR and PIRH will not function correctly 14 PIR and PRH options are used with P£R5 and PER7, additional leads receptacle are twnwwwd and nonAwbonng. 15 Regrres w additional sw ro&wd circuit 16 Dianatg diver standard. MVOLT only. Na avalebie with 347V, 484, DCR, PER5. PER7 or PNMT options. Not avabble will PRIFC3V and PIRHI FC -3V 17 �Dsvinnwya g driver standard. MVMT only. Navailable with 347V 484, DCR PERS, PERT, BL30 or 8150. Na available wFlh PR1FC3V and RRHl FC3V Separate o voff ed 18 Dirrinning driver standard. Na available with PERS. PERT, DOG, MR, BL30, BL50, PNMT, PIR- PIRH. RRIFC3V and RRHIFC.3V 19 Na available with BLC, LCCO and RCCO dsbbution. Also r alable m a separate accessary, see Accessories inforrnat on 20 Single fuse (SF) requires 124, 277V or 347V Dable fuse On requires 209V. 244 a 4941 21 R4qures hnlnaire to be specified with PER option. Ordered and shipped as a separate l+e hem from Acuty Brands Control. 22 For retrofit use only a.91 tKat 7205 ,2.3 TemDlate #8 Too of Pole pgptlssesa�peditpaaLsewiiedeWAS-b-oh, 1p Tenon Mounting Slipfitter** 2 llls"y Ntnesslin 4 lit Ptks. Per thetAk leis witAs SFltye won DM29A5 2 at 9r • O.D.Tom 18AM tat IQ DM39AS 3eV• 1-3ff AST20-190 AST20-280 AMD -290 AST20-320 ASr&M AM"M WAAS 4*W* W32AS 3at12T 2-7/8• AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 fa�k: SSA204CM19ASDf78KD 4• AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 TM Labra lnpirKf - rrr 4rwer ser:a xx+e+. arQewelawNacaawlara 'r�0 p41gr4er k 315'oA ria mfr w�1 err �e+M //J mils. e e e To see complete photometric reports or download .ies files for this product, visit Lithonia Ligh*q's D -Series Area Sae 0 homepage. 6ofoosnrsde plots for the DS)(0 LED 40C 1000 40K Distances are in units of mounting height GM, `_ . a 2 1 0 1 a a a 14 7 a t a t a a 4 S 4 3 2 1 e 1 a a 4 s o ■ 0.1 fc 4 4 ? 4 $ a o ■ s 8 a s c a 0.5 ft a c a a v av`- e e t ! 1.0 ft u � 1 i� � �. � \ o� � � '`f4a�'•$ a • era J a Ji rJa �a �a F3 z a a z J J J �z ♦ 01 z W J Zt J zu' T1S A >: T3M t. 3 TIM HS r T TSM = '; DSx fA "THON/A One Lithonia Way a Conyers, Georgia 30012 • Phone: O 0.279.8041 • www.lithonia.com 29/17 Rev. 06/29/17 uG""NG! O 2011-2017 Acuity Brands Lighting, Inc AEI rights reserved Page 2 of 6 Performance Data'. Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from "n (32-104-F). OIC 32: 1112 10'C 501F 1.01 20i 68'F 1.00 2S'C 7TF 1.00 30% 86'F 1.00 409( 1041 0.99 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25T ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80-08 and projected per IESNA TM -21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 251100 50,000 100.000 DSXO LED 20C 1000 1 0.98 0.96 0.93 DSXO LED 40C 1000 1 0.98 0.95 0.90 DSXO LED 40C 700 1 0.99 0,99 0.99 Electrical Load Current (A) M®� 12e 206 240 277 347 480 530 35 0.34 012 0.11 010 20C 700 45 0.47 028 014 0.12 0.18 0.14 1000 72 0.76 0.45 039 036 0.36 0.26 530 52 031 031 0.28 025 -- - 30C 700 70 0.72 0.43 037 034 0.25 0.19 1000 104 1.11 0b4 056 0,49 0,47 0.34 530 68 0.71 0.41 0.36 033 015 0.19 40C 700 91 0.94 OSS 0.48 0.41 0.33 0.24 1000 138 1.45 0.84 0.73 0.64 0.69 0.50 fA L/THON/A One Vdwnia Way • Conyers, Georgia 30012 • Phone: 800279.80111 • www.lithonia.com LAWN"/VG. 0 2011-2017 Acuity Brands Lighting, Inc A11 rights reserved. D570 4JED Rw 0629/17 Page 3 of 6 Lumen Output Lumen values are from photometric tests perfom*d in accordance with IESNA LM -79-08. Data n considered to be representative of the configurations shown, within the tolerances .Bowed by lighting Facts. Contact factory for pe4o rnance data on any configurations not shown here. 98MA ]SW A 700 mA 45W (20 LEDs) IN TBTM TSS T5M T5W BL( ucD RCCO US T2S T2M T3S T3M T4M TFTM T5VS T5S TSM T5W Blf EOM W -M ns TIS TIM IINmA 72W TFTM TSY5 is TIM 151N u I(Xn r r t ®nummm amnun=Q000la 4,079 1_ 0 1 -�- �117 4,380 1 0 1 12S 4,408 1 0 1 126 2,541 1 0 1 73 4,101 1 0 l j 120 4,516 1 0 1 129 4,544 1 0 1 130 2,589 1 0 1 74 4,10 1 0 1 117 4,413 1 0 1 126 4,440 1 0 1 117 2139 1 0 1 73 4,104 1 0 1 117 4,407 1 0 1 126 4,435 1 0 1 127 Z%8 1 0 1 73 4,142 1 0 1 f 111 i 4,447 1 0 1 127 4,475 1 0 1 128 _S83 1 0 1 74 4,198 1 0 1 120 4,508 1 0 1 129 4,536 1 0 1 130 2,510 1 0 1 73 4,135 1 0 1 118 444 1 0 2 127 4,468 1 0 2 128 X510 1 0 1 73 4,368 2 0 0 12S Y 4,691 2 0 0 134___4,720 2 0 0 135 2,650 1 0 0 74 4,401 2 0 2 126 4,725 2 0 0 13S 4,755 2 0 0 136 2,690 1 0 0 77 4,401 2 0 1 126 � 3 0 1 13S 4,763 3 0 1 136 2,658 2 0 0 74 4,344 3 0 1 124 4AM 3 0 1 133 4,693 3 0 1 134 2,663 2 0 1 76 3,071 1 0 1 ■ XW 1 0 1 94 3,318 1 0 1 95 4913 1 0 1 N 3204 1 0 1 92 _ 3,224 1 0 1 92 2,913 1 0 1 i 3,201 1 0 1 !Z 3224 1 0 1 92 5,181 1 0 1 115 ' 5,56i 1 0 1 12_4 5591 1 0 1 124 3,144 1 0 5,342 1 0 1 119 5,73{ 1 0 1 127 5,772 1 0 1 128 3,203 1 0 5,219 1 0 1 116 5,605 1 1 1 125 5,640 1 0 1 125 3,141 1 0 5 213 1 1_ 1 5,93 1 0 1 124 5,633 1 0 1 125 3,165 1 0 5,280 1 1_ _116 1 117 5,649 1 V 2 1S 5,684 1 0 2 126 3,1% 1 0 S i32 l l 1 1 118 5,725 1 0 2 _ 127 5,761 1 0 2 128 _ i179 1 0 5,252 1 4 2 117 5,640 1 0 2 IN 5,675 1 0 2 126 J3113 1 0 554 2 0 _ 0 123 5,958 2 0 0 132 5,995 2 0 0 133 _Un__. 1 0 5,W 2 0 0 124 6,002 2 0 0 133 6,039 2 0 0 134 3]21 1 2 0 5,5" 3 0 1 124 6,012 3 0 1 134_ 6A50 30 10 1� 134 3_2N 2 0 5517 3 0 1 123 3 0 1 132 5,%1 _ 3 1 0 1 1 132 V% 2. 0 3,909 1 0 1 p 4,M 1 0 1 93 4,224 1 0 1 94 3,798 1 0 1 N 4,078 1 0 1 91 4,104 1 0 1 91 3,798 1 0 1 N 4,078 1 0 1 97 4,104 1 0 1 91 7,085 1 0 1 98 7,608 2 0 2 106 7,656 2 0 2 106 i li'm 1 0 '101 IW 12 0 2 1D9 7,8% 2 0 2 110 7,136 1 0 2 99 7%86 2 0 2 106 7,713 2 0 2 107 7,129 1 0 1 99 1 7AS6 2 0 2 106 7,704 2 0 2 107 7,194 1 0 2 100 7,725 2 0 2 107 7,113 2 0 2 101 7X 1 0 2 101 700 _ 2 0 2 109 7,879 2 0 2 109 7,113_ 1. 0 2 100 7,713 1 0 2 107 i 7,761 1 0 2 108 7,511 2 _ 0 105 8,14 3 0 0 131_ 8,199 3 0 0 114 72 _0 _ 0 0 106 SM 2 0 0 114 8,259 2 0 0 115 I�f67 3 0 1 106 4222 3 0 1 111 8,274 3 0 1 115 7 3 0 1 105 , 4112 3 0 2 113 8,153 3 0 2 113 5,161 1 0 172 543 S, 1 0 2 77 5,578 1 0 1 77 5,015 1 0 2 71 I SJU 1 0 2 75 5,419 1 0 2 75 S _ 1 _1 2 X 5,918 1 0 2 7S 5,419 1 0 2 75 73 74 '. LIMOMIA One Uthonia Way • Conyers, Georgia 30012 a Phone:1<30.279AD441 • www.lithonia.com ID Rnc 06/29/17 L/GHT/NG. 0 2011-2017 Acuity Brands Lighting, Inc All rights reserved. Page40f6 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting facts. Contact factory for performance data on any configurations not shown here. t,:mens Lb UG LPW I- llanens 8 U G LPW ttonem 8 U G LPW I lumens B U G LPW TIS 7,926 2 0 2 117 8,511 2 0 1 IS SM 2 0 2 IN 4,878 1 0 1 72 TIS 8,172 2 0 1 120 8,715 2 0 2 IURP 2 0 2 130 4,969 1 0 1 73 _ TM 7,985 2 0 2 117 8,114 2 0 2 IN �&_ 2_ 0. 2 W 4,874 1 0 1 72 US 7,975 1 0 2 117 8,50 2 0 2 17f 807 2 0 2 W 4,910 1 0 1 72 To 8,047 2 0 2 118 8,6Q 2 0 2 127 UN 2 02 -. 120 11�0 2 73 RM 8,157 1 0 2 120 8,759 2 0 2 1 1,473 0 2 131 4932 1 0 2 73 530 MA hew TTn1 8,035 1 0. 2 118 16�t 2 0 2__ 1D _ 2 o z_ 111 ; 4176 1 0 2 n TSVS a4e8 2 0 a_ us 9,115 3 0 0 134 8,172 3 0 0 us SM6 2 0 0 75 TSS 8,550 2 0 0 126 ! 9,112 3 0 1 13S 3 0 1 136 5,163 2 0 0 11 TSM _ 3 0 1 126 9_M 3 0 2 S 9,255 3 0 2 131 5,102 3 0 1 15 IN 0440 3 0 2 124 9AU 3 0 2 133 9,120 3 0 2 134_ 5,112 3 0 1 75 KC 4142 1 0 2 90 x,915 1 0 2 97 4636 1 0 2 1 0 2 _ 88 41071 0 2 n 6,447 1 0 2ODDSS,9a 1 0 2 88 4417 1 0 2 947 6,4471 0 2 i0t= TTS 10,066 2 0 2 111 10,810 2 0 2 11!10,V7 2 0 2 2062 0 2 61 10,379 1 0 2 114 11,145 2 0 2 122 11,215 2 0 1 2 0 2 69 TRA 10,141 2 0 2 111 10,890 1 0 2 120 10,958 2 0 2 120 6,201 2 0 1 68 _ 73S 10,129 2 0 2 111 10,877 2 0 2 120 10,945 2 0 2 120 6,247 1 0 2 69 T3M 10,221 2 0 2 112 10,975 2 0 2 121 11,044 2 0 2 121 4301 2 0 2 69 14M 10,359 2 0 2 114 11,124 2 0 2 122 11,1% 2 0 2 123 f�tlS _. 1 0 2 6 40C T11M 700mA 91W 10,205 2 0 2 112 10!51 1 0 3 120 11OI1 2 0 3 121 4203 1 0 2 61 140 LEDs) 66 10,781 3 0 0 118 1j_ 3 0 1 127 11,619 3 0 1 li 669 2 0 0 72 TZ 10,860 3 0 1 _ 119 11AG _ 3 0 1 128 11,7% 3 0 1 12! 6,569 2 0 0 72 1SM 10,879 3 0 2 120 1102 3 0 2 128 11,7_$ 3 0 2 129 6,491 3 0 1 71 TSMi 10,719 3 0 2 118 11511 4 0 2 126 11,513 4 0 2 127 4504 3 0 2 71 1f 7,819 1 0 2 86 8,396 1 0 2 92 444 1 0 2 93 IM 7,596 1 0 2 83 8,157 1 0 2 90 8,200 1 0 2 M �_ 7,5% 1 0 2 83 8,157 1 0 2 90 4209 1 0 2 !0 TIS _ 13,767 2 0 2 100 14,783 3 0 3 107 14A 3 0 _3 1M TIS 141% 2 0 2 103 15.242 3 0 3 110 15,331 3 0 3 111 T2M q 2 0 2 101 14,893 3 0 3 108 149K_ 3 0 3 W T3S _jW 2 0 2 100 14,875 jj 0 2 108 14,900 2 0 2 1M _ TA 13,!78 2 0 2_ 101 15,010 0 3 109 15,104 3 0 3_ W T4M 14168 2 0 2 103 15,214 _3 3 0 3 110 15,309 3 0 3 111 1000mi1 138 IN TFfM 13,956 2 0 3 101 14,987 2 0 3 109 15,080 2 0 3 109 TM 14,744 3 0 1 107 15,832 3 0 1 115 15,931 4 0 1 1 15 _ TSS 14152 3 0 1 108 15,94_8 3 0 1 116 16,048 3 0 1 116 TM 14,878 4 0 2 108 15,976 4 0_ 2 116 16,076 4 0 2 lY WIF 14,660 4 0 2 106 15,742 4 0 2 114 15,840 4 0 2 115 11c 10325 1 0 2 75 11,847- 1 0 2 0 11,156 1 0 2 n W 10,031 2 0 L 2 73 ItM 2 0 3 78 10,839 2. 0 3 7! 8M 10,031 . 2 0 TZ T 73 _ 10,771 2. 0 3_ 71 10,839 2 0 3_ A fA LIMMIA One Lithonia Way a Conyers, Georgia 30012 a Phone:8100.279.8041 a www.lithonia.com Rev. 06J2911 7 L/GHMV47 0 2011-2017 Acuity Brands Lighting, Inc. All rights neserved. Page 5 of 6 Performance Data nonm�nnnMK=UUnoonnn 2 0 2 118 6583 2 0 2 1D 6621 2 0 2 127 3,841 2 0 2 74 Its 6,130 T2S 6,321 2 0 2 122 6,787 2 0 2 131 6,830 3 0 3 131 3,912 2 0 2 75 T2M 6,176 2 0 2 119 6,632 3 0 3 12• 6,673 3 0 3 128 3,837 2 0 2 74 T3S 6,168 2 0 2 119 6,624 3 0 3 III 6,665 3 0 3 128 3,866 2 0 2 74 TMA 6,224 3 0 3 120 6,684 3 0 3 129 6.726 3 0 3 129 3,901 2 0 2 75 14M 6,309 3 0 3 121 6,775 3 0 3 130 6,817 3 0 3 131 3,884 � 2 0 2 75 1FIM 6,215 3 0 3 120 6,673 3 0 3 1N 6,715 3 0 3 129 3839 2 0 2 74 S30 S2W iSYS 6,565 2 0 0 126 7,050 2 0 0 136 7,094 1 0 0 136 4,OOSi2 0 0 71 TSS 6,613 2 0 0 127 7,102 2 0 0 19 7,146 2 0 0 137 2 0 0 78 TSM 6,625 3 0 1 127 7,114 3 0 1 137 1 7,159 3 0 1 138 4,017 2 0 1 77 TSW 6,528 3 0 1 126 7,010 3 0 2 135 7,054 3 0 2 136 � 3 0 1 71 01C 4,747 2 0 1 91 5,098 2 0 2 98 5,130 2 0 1 99 LCM 4,612 1 0 2 89 4,953 1 0 2 95 4,984 1 0 2 % k0 4,612 1 0 2 89 4,953 1 0 2 95 4,984 1 0 2 % _ TIS 7,786 2 0 2 111 8.361 3 0 3 119 8,413 3 0 3 120 4,783 2 0 2 68 TIS 8,018 2 0 1 115 8,620 3 0 3 123 8,674 3 0 3 124_ 4,873 2 0 2 70 T2M 7,844 3 0 3 112 8,423 3 0 3 IN 8,476 3 0 3 121 4,779 2 0 2 68 135 7,834 3 0 3 112 413 3 0 3 IN 4465 3 0 3 121 4,615 2 0 2 69 IN 7,905 3 0 3 113 kM 3 0 3 121 1 1.542 3 0 3 122 4,862 3 0 3 N T4M 8,013 3 0 3 114_ 8,604 3 0 3 123 8,658 3 0 3 124 4,837 3 0 3 69 30C TFTM 7,893 3 0 3 113 8,476 3 0 3 121 8,529 3 0 3 122 4,781 3 0 3 68 70D troll, 70W (30 LEDs) T5VS 8,338 2 0 0 119 8,954 3 0 0 IN 9,010 3 0 0 129 4,988 2 0 0 71 T5S 8,400 2 0 0 120 9,010 3 0 ii N 9,076 3 0 1 130 5,063 2 0 0 72 TSM 8,414 3 0 1 IN 9,036 3 0 2 129 9,092 3 0 2 130 5,003 3 0 1 71 TSW 8,291 3 0 2 118 8,903 3 0 2 127 8,959 3 0 2 128 5,013 3 0 1 72 _ ML 2 0 2 K 6,490 3 0 3 -93--T 6,530 3 0 3 93 IfYD I 5872 1 0 2 K 6,305 1 0 2_ 6,345 1 0 2 91 � ! SM 1 0 2 K 6,305 1 0 1 K 6,345 1 0 2 91 -- TIS 10,648 3 0 3 102 11,434 3 0 3 10 11,506 3 0 3 111 T2S 10,979 3 0 3 106 11,789 3 0 3 113 11,863 3 0 3 114 IN 10,727 3 0 3 103 11,519 3 0 3 111 11,591 3 0 3 111 T3S 10,714 3 0 3 103 11,505 3 0 3 111 11,577 3 0 3 111 T3M 10,812 3 0 3 104 11,610 4 0 4 112 11,682 4 0 4 112 T4M 10,958 3 0 3 105 11,767 3 0 3 113 11,841 3 0 3 114 Mwhill 104W TFTM 10,795 3 0 3 104 11 M 3 0 3 111 11,664 4 0 4 111 75VS 11,404 3 0 0 110 12,245 3 0 1 118 12,321 3 0 1 118 T5S 11,487 3 0 1 110 12,336 3 0 1 11! 12,413 3 0 1 119 T5M 11,508 3 0 2 111 12,357 4 0 2 119 12,434 4 0 2 120 T5W 11,339 4 0 2 109 12,176 4 0 2 117 12,252 4 0 2 118 BLC 7,981 3 0 3 i 71 &,570 3 0 3 0 8,624 3 0 3 83 LOCO 7754 1 0 2 75 8326 2 0 2 r 8378 2 0 2 81 8CC0 7754 1 0 2 75 8326 - 2 0 2 4_ 8378 2 0 2 81 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D -Series Size 0 reflects the embedded high perfor ance LED technology It s deal for many commercial and municipal applications, such as parking lots, plazas, campuses. and pedestrian areas. CONSTRUCTION Single.piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing K completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft9 for optimized pole wind loading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that pro, des superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) or optional 3000 K (70 minimum CRI) or 5000 K (70 CRI) configurations. The D -Series Sae 0 has zero uptight and qualifies as a Nighttime Fnendly"' product, meaning it is consistent with the LEER' and Green Globes"' criteria for eliminating wasteful uptight. ELECTRIM Light engines) configurations consist of 20, 30 or 40 high -efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hours at 25'C). Class 1 electronic drivers aro desi9ad to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with <1 % failure rate. Easily seryceable IOkV or 6kV surge protection device meets a minimum Category C Low operation (per ANSIREEE C62.41.2). 94STALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D Series Size 0 to withstand up to a 3 0 G vibration load rating per ANSI C13631 The D -Series Sae 0 utilizes the AERIS'series pole drilling pattern (template s8) Optional terminal block and NEMA photocontrol receptacle are also available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated, luminaire is IP65 rated. Rated fon A0'C minimum ambient. U.S. Patent No. 0672,492 S. International patent pending. DesignLights Consortiums (DLC) qualified product Not all versions of this product mry be DLC qualified Please check the DLC Qualified Products List at +vvv+designlights org10 confirm which versions are qualified WARRANTY 5 -year limited warranty. Complete warranty terms kxated st - "-•ms and r -.ns aspx Note: Actual performance may differ as a result of end-user environment and application All values are design or typical values, measured under laboratory conditions at 25'C Specifications subject to change without notice. OFD504JED A 1.1MON/A Otte Uthonia Way a Conyers, Georgia 30012 • Phone: OW.2791MI a www.lithonia.com �7 L/GHT/NG 0 2011-2017 Acuity Brands Lighting, Inc All rights reserved. Pago,640116 gnm a sgmmp MIDI reLINNI6ie IaRI s�I. 2. CONTRACTOR SMALL VERITY PIAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WI -ICM MAY COMPROMISE THE DEMOLISHING OULDOM CALL 811 FOR FIELD TION OFF U OUTILITY Y LIMM rSERVICE l� ERGROWID OCATES DESIGN OR INTENT OF THE LAYOUT. UIIJIY OWNED LIES BUT NOT PWATE LINIM 1 CONTRACTOR SMALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORN AND MATERIALS SUPPLIED. INE LOU41ONS OF UNOFAGROUND Ununm ARE SHOWN 4. CONTRACTOR SHALL. PROTECT EXISTING ROADS. CURBS/GUTTERS, WALKWAYS, TREES. LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. N AN APPROXIMATE WAY ONLY AND NWT NOT SEEN OAAGE TO SAME SMALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWMER. I DEPDNDEMMY VE7im. 11E EXACT LOCam OF ALL UT611ES (PUdK AND P1111=) MUST BE DETERMINED 5. CONTRACTOR SMALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR TREES SAME BEFORE CONSTRUCDON BEGINS, 6. CONTRACTOR SMALL COORDINATE THE PHYSES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. Lu 3 T1 AWnn Brs HAMA. Awa A...&W'J.N.~ r coon w n x 3 T2 APAMU MOL AooamIAWMW riNr GMM rAa 666 29 q 3 T3 aPWva..cYrop. Aft" so" a w rnWW tra 29 is t6 Ta o.aNaWapMo waWPWM,saP,.r rtrw 13r 20 4. NSTAL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA S. INSTALL PLANT MATERIALS PER PLANTING DETAILS INCLUDING A 1:1:1 PLANTING SOIL BLEND OF I PAR- WASHED SAND (MNOOT SPEC. 3149-B2), 1 PAK- (IN FEET) COMPOST (MNDOT SPEC. 3690 GRADE 2) AND 1 PART TOPSOIL (MNDOT SPEC. 3577-8). 6. SUESTRUTION REOUESTS FOR PLANT MATERIAL TYPE h SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SHRUBS 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF ANY PLANTS, 126 B1 D..e IN.IH H.Iq.HIWW. CNAdkM 6111lI ROOT r r 43 rN...R. YWW T -oft T..H.W n.Wa 31 7 PEJfBMBALt 36 M VMFo �rOr.IN C.W p.MN,Nv/r-7Q0P.PMV .3- r r 3' MULCH. DO NOT PLACE MULCH IN CONTACT WITH PLANT STEM EDGE CONDITION VARIES. SEE PIAN V EDGING. SEE RAN ___�CONTANER GROWN MATERIAL SHALL HAVE ROOTS WIND LOOSENED 1:1:1 PLANTING SOL FOR PERENNIALS SCARIFY SIDES AND BOTTOM OF ENTIRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE PERENNIAL PLANTING DETAIL NTS i IR KM1IW Wt1Dl�OTM. Cal, 1, yousa SOD NOTES 1. BEFORE INSTALLING SOO. DECOMPACT THE DISTURBED SOLS BY RIPPING TO 16 LACHES DEEP WHILE TAKING CARE TO AVOID UTILITES, TREE ROOTS AND OTHER EXISTING VEGETATION TO REMAIN 2. FOR ALL DECOMPACTED AREAS. EVENLY SPREAD A 6' DEEP LAYER OF TOPSOIL SORROW (NNDOT SPEC 3577-8) AND THEN INSTALL LAWN SOD (MNDOT SPEC. 3576) AND SECURE THE SOO IN PUCE USING 5 -INCH LONG BOOEGRADABLE ZI' STAPLES AT NIMMUIM 5 STAPLES PER ROLL OF SOD. 3. WATER SOD ONLY FOR THE FIRST 50 DAYS AFTER INSTALLATION EXCEPT ON DAYS THAT RECEIVE AT LEAST 0.25 INCHES OF RANFA.L. MAINTENNMNCE NOTES 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR - SPREAD ONCE AFTER SNOWMELT (APRIL OR EARLY MAY) AND ONCE MORE IN MD SUMMER (LATE JULY OR EARLY AUGUST), SPREAD THE PREEN BY HAND. 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLANTING BEDS ONCE EVERY TWO (2) YEARS - PLACE A 1 -INCH LAYER OF MULCH ABOVE EXISTING MULCH '0 EVENLY COVER THE PLANTING BEDS. 3. TRIM AND MAINTAIN ALL PLANTS/SEED/rUTF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS, DATIONS, 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTH' CONDITIONS - 2 ' SHRUB PLANTING DETAIL NTS PROTECT EXISTING TREES TO REMAIN, SEE PLAN C1. 3' MULCH- DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEAM APPLICATION OF PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES, SEE PLAN EDGING. SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS WAND LOOSENED 1:1:1 PLANTING BLEND FOR SHRUBS WIN. 4' DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENnRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SuBGRADE COMPACT PLANTING SOIL TO 155 PERCENT OF MAXIMUM DRY UNIT WEIGH ACCORDING TO ASTM D 698 LANDSCAPE DESIGNER CONTACT MITCHELL COOKAS, ASLA OFFICE: 651-294-0038 CELL: 952-451-5733 E-MAIL: mcookas®solutionblue.com 4 CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. EACH TREE SHALL BE PLAITED SUCH THAT THE ROOT RARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE -1 ROOT FLARE IS NOT VISIBLE, THE SOL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT Qi- DAA OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1' HIGHER THAN 30• ADJACENT GRADE. DO NOT COVER TOP r` RADIUS OF ROOT BALL WITH SOIL DIAMETER WULCN RING A REMOVE BURLAP, _�. TWINE. ROPE ANON - WIRE FROM TOP _ HALF OF ROOT 841 / UNDISTURBED SUBGRADEJ DIG PLANTING PT ! TO 8'� DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL -37 TREE PLANTING DETAIL . A SCARIFY SIDES OF TREE PTT �WITM SPADE BY HAND TO BIND WITH PREPARED SOIL 1:1:1 PLANTING BLEND TAMP SOL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT W 21p< - YNE~Jj GENERAL NOTES m 1. CONTRACTOR SWILL INSPECT THE SITE AND BECOME FAMILIAR WON ExSTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. STATE LAW 46 HOURS BUM EXCRAMNIC OR 2. CONTRACTOR SMALL VERITY PIAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WI -ICM MAY COMPROMISE THE DEMOLISHING OULDOM CALL 811 FOR FIELD TION OFF U OUTILITY Y LIMM rSERVICE l� ERGROWID OCATES DESIGN OR INTENT OF THE LAYOUT. UIIJIY OWNED LIES BUT NOT PWATE LINIM 1 CONTRACTOR SMALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORN AND MATERIALS SUPPLIED. INE LOU41ONS OF UNOFAGROUND Ununm ARE SHOWN 4. CONTRACTOR SHALL. PROTECT EXISTING ROADS. CURBS/GUTTERS, WALKWAYS, TREES. LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. N AN APPROXIMATE WAY ONLY AND NWT NOT SEEN OAAGE TO SAME SMALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWMER. I DEPDNDEMMY VE7im. 11E EXACT LOCam OF ALL UT611ES (PUdK AND P1111=) MUST BE DETERMINED 5. CONTRACTOR SMALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR BEFORE COMMENCING WOW SAME BEFORE CONSTRUCDON BEGINS, 6. CONTRACTOR SMALL COORDINATE THE PHYSES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. Lu 7 EXffnNG CONTOURS, UTILITIES, VEGETATION, CURB/CUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT N BY OTHERS. CONTRACTOR SMALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME 6. CONTRACTOR SMALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABUSHMENT, SURVIVAL OR WARRANTY, UNDESIRABLE SITE CONDITIONS SHAT BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COWIENCEMENT OF WORK. rrF_ Vl 9. SYMBOLS ON PLAN DRAWING TACE PRECEDENCE OVER PLANT SCHEDULE F DISCREPANCIES IN OUANTMES EXIST. 10, CONSTRUCTION MATERIALS, STOCKPILES. EOIPMENT, AND VEHICLES SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS. 11. THE REMOVAL, PRUNING, AND/OR PLANTING OF TREES ON THE PUBLIC BOULEVARD REOUIRES A PERMIT FROM THE CITY FORESTER (BSt-632-5129). B IRR CATION rOITEs 1. CONTRACTOR TO PROVIDE IRRICATON SYSTEM DESIGN/PLANS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION PLANTING NOTES 1. ALL PLANT MATERIAL SMALL COMPLY WITH THE LATEST EDITION OF THE 'AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OR NURSERYMAN. 2. ALL PLANTS SHALL BE TRUE TO TYPE. HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALL PLANTS SMALL ALSO BE FREE OF ANY DEFECTS, DISEASES. SUtSCALD INJURIES, ABRASIONS. INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW DRAWING SCALE PANTS SHAT BE NURSERY GROWN N SWEAR CLIMATIC COOITIONS AS THAT FOUND IN THE PROJECT AREA 0 10 20 40 3. STAKE PROPOSED PUNTING LOCATIONS PER PIAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL 4. NSTAL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA S. INSTALL PLANT MATERIALS PER PLANTING DETAILS INCLUDING A 1:1:1 PLANTING SOIL BLEND OF I PAR- WASHED SAND (MNOOT SPEC. 3149-B2), 1 PAK- (IN FEET) COMPOST (MNDOT SPEC. 3690 GRADE 2) AND 1 PART TOPSOIL (MNDOT SPEC. 3577-8). 6. SUESTRUTION REOUESTS FOR PLANT MATERIAL TYPE h SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF ANY PLANTS, 6. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EOUAL) AFTER PLAITING INSTALLATION IS COMPLETE IN ALL PLANTING BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. 9. INSTALL 3' DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PUNT STEMS SHOULD NOT (3) T3 BE IN DIRECT CONTACT WITH MULCH. 10. THOROUGHLY WATER ALL PUNTS IMMEDIATELY AFTER INSTALLAnOM IS COMPLETE. THEN WATER PLANTS EVERY OTHER DAY FOR THE FIRST THIRTY (30) .,.. ,.. DAYS FOLLOWING THE INSTALLATION SOD NOTES 1. BEFORE INSTALLING SOO. DECOMPACT THE DISTURBED SOLS BY RIPPING TO 16 LACHES DEEP WHILE TAKING CARE TO AVOID UTILITES, TREE ROOTS AND OTHER EXISTING VEGETATION TO REMAIN 2. FOR ALL DECOMPACTED AREAS. EVENLY SPREAD A 6' DEEP LAYER OF TOPSOIL SORROW (NNDOT SPEC 3577-8) AND THEN INSTALL LAWN SOD (MNDOT SPEC. 3576) AND SECURE THE SOO IN PUCE USING 5 -INCH LONG BOOEGRADABLE ZI' STAPLES AT NIMMUIM 5 STAPLES PER ROLL OF SOD. 3. WATER SOD ONLY FOR THE FIRST 50 DAYS AFTER INSTALLATION EXCEPT ON DAYS THAT RECEIVE AT LEAST 0.25 INCHES OF RANFA.L. MAINTENNMNCE NOTES 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR - SPREAD ONCE AFTER SNOWMELT (APRIL OR EARLY MAY) AND ONCE MORE IN MD SUMMER (LATE JULY OR EARLY AUGUST), SPREAD THE PREEN BY HAND. 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLANTING BEDS ONCE EVERY TWO (2) YEARS - PLACE A 1 -INCH LAYER OF MULCH ABOVE EXISTING MULCH '0 EVENLY COVER THE PLANTING BEDS. 3. TRIM AND MAINTAIN ALL PLANTS/SEED/rUTF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS, DATIONS, 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTH' CONDITIONS - 2 ' SHRUB PLANTING DETAIL NTS PROTECT EXISTING TREES TO REMAIN, SEE PLAN C1. 3' MULCH- DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEAM APPLICATION OF PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES, SEE PLAN EDGING. SEE PLAN CONTAINER GROWN MATERIAL SHALL HAVE ROOTS WAND LOOSENED 1:1:1 PLANTING BLEND FOR SHRUBS WIN. 4' DEEPER THAN ROOT BALL SCARIFY SIDES AND BOTTOM OF ENnRE BED WITH SPADE BY HAND TO BIND WITH PLANTING SOIL UNDISTURBED SuBGRADE COMPACT PLANTING SOIL TO 155 PERCENT OF MAXIMUM DRY UNIT WEIGH ACCORDING TO ASTM D 698 LANDSCAPE DESIGNER CONTACT MITCHELL COOKAS, ASLA OFFICE: 651-294-0038 CELL: 952-451-5733 E-MAIL: mcookas®solutionblue.com 4 CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. EACH TREE SHALL BE PLAITED SUCH THAT THE ROOT RARE IS VISIBLE AT THE TOP OF THE ROOT BALL. IF THE -1 ROOT FLARE IS NOT VISIBLE, THE SOL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TO WHERE THE FIRST MAIN ORDER ROOT Qi- DAA OR LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1' HIGHER THAN 30• ADJACENT GRADE. DO NOT COVER TOP r` RADIUS OF ROOT BALL WITH SOIL DIAMETER WULCN RING A REMOVE BURLAP, _�. TWINE. ROPE ANON - WIRE FROM TOP _ HALF OF ROOT 841 / UNDISTURBED SUBGRADEJ DIG PLANTING PT ! TO 8'� DEEPER THAN ROOT BALL PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL -37 TREE PLANTING DETAIL . A SCARIFY SIDES OF TREE PTT �WITM SPADE BY HAND TO BIND WITH PREPARED SOIL 1:1:1 PLANTING BLEND TAMP SOL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT W 21p< - YNE~Jj m lgOy>y o � yajNE HW -A Q 14{� I1Ag1L�u130�gy X W W N WZ W LLo 0 j CI C 0Z r xaa0<5 Z W N x Q Z J o W X W W N WZ U U) o Z J d Za:2 Y a< a < Z o III: Z m Z W N x Q U Lu m rrF_ Vl b.o b b� HANDHOLE 5.0 '0.0 b.t b.o b.a BUSH CONDAT b.i b 0 bba b.z 11.2 b.2 b.t 11.0 RASE COVER ❑ t.3 5.0 CONNECT GROUND TO 11.4 b.s 5.4 5.4 11.4 11.3 b.t POLE BASE WITH A UL\ .` b .2{ LISTEDS1E0 CONNECTOR LLLJJJ b b l b a 1 o b e b b b b b 6 b, b 4 b 1 t 1 CHAMFERED-----_ PROVIDEA GFCI RECEPTIC .E OUTLET WITH W -USE METAL COVER PROUECT ANCHOR BOLTS PER MANUFACTURE RECOMMENDATION ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING (ONE ABOVE AND BELOW BASE FLANGE) ALL HARDWARE TO BE GALVANIZED. GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH. PRCIADE COTTON WEE S AT BASE TO DRAIN L4015TURE OUT OF POLE INTERIOR. t.2 PARKING LOT Ck,� 3000 LB CLASS A REINFbs i i.t b.f i.x b.e o.4 b.b I.o 1.1 Lt b.4 (BY OTHERS) BASE BY THIS CONCRETE bj, • 1 CONTRACTOR 3'_0• •2 vv3-0• DROVICE ANCHOR BOLT b.2 1.0 l.s S.o+ 1.4 1.7 1.1 1.0 1.2 1.1 Ls i.4 l.s b.s GRAS Mt /� 081 11.3 ----- bb 1 1.1 i.9 OMI�•M 1.4 1.4 1.4 1.4 1., I., 4.d%4M:ab. 4 - PROVIDE EMPTY SEcuRm CAMERA b 3 t.2 #B BARE GU _ CONDUR(S). 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SuFTE 300 ST PAL.- MN 56113 061,6351223 LKP8 can I.xrnnar4 Srh4AJf 9rntW I Da I Law LLF 0 1 6 M1 .900 ulW l2�2 !OAT'00 4W SN MVOLT 1 AA2 0600 MRW LED 1 10AT00 40K SR2 WOLT 2 AA3 0 900 1 MRW LED 2 10A700_40K VIC MVOLT Fri 1 6 Joel 10900 1 DSXO LED 20C 100040K T38 NIVOLT M C4aaaMen S41NnWf LaEal CacTyp4 U4Y At'9 Yd Yin k lifi41 M -44n BDUNORY CALCLAATHJN Mwr4.4ca Fc 0.17 OS 0.0 NA NA INfERIORCALCULATION I ■er414o4 Fc 120 1 40 1 0.0 NA NA O� I Irabr ..r4N J 6M1 > upet Vie 16740e4A W at` L 44pnim ane 4441 a PI1' LitMM d d ddb 44 O P1411441 Nora - -. �Lt 06 Issue Record Sheet rale PHOTOMETRIC PLAN Sheet Information Job Code 2016 153 DO Drawn By TVB Revrewed By THJ Dafe ES1.2 0629!2017 mew mmaco isym1Lnm inn, 1 1 1 4—� FREEZER I � OpCB tt'O.rd 1i ,V-nwo GLUM TIM FI M.w"r3.0L eBHY 1W 1 1 1 1 1 1 II EdW BBiJ0IB4= i09D 110 052-8134= 1 1 1 1 1 M II yly1oR w Imil gourd 1 L wLOTN/'Y A� A171f 117E N� II WAITING COOLER 1 1 nano.+ I � ,P-0y°ga t�E - BMrONGI BONGARDS' EXPANSION I FEATLM WALL OFFICE. 88ru 71. ra nr i BONGARDS'CREAMERV toaroe �I oaxE � it rsee• 1 .... rAn r a rNr T1u h r j 8330 COMMERCE DRIVE CHANHASSEN,MN �•��•• wAREtOVSE - i-�_�_�� 1 sane ' FT r~ � EXISTING TRW LOAD14 EMaoeuE t E7V6TNG LOADING OOOC f NEW EMCLCSLK L � � J 7-T AEW BU LM CCkST%k Cr0N -- - - - _ EXISTING BUILDING t � R E j BUILDING GROSS SQ. FT. \ EXISTING 9.030 SOFT NEW ADDITION LEVEL 1 6 665 SO FT SPACE PLAN LEVEL 01 NEW ADDITION LEVEL 2 6,405 SO FT 1R• t'4 Issue Record Sneer role PRELIMINARY FIRST FLOOR PLAN Sheet InrOmtabon N .an Cale BONGARDS � Drawn By KMF Reviewed By MWO/PG Date 063017 P Z 1 . 0 1 � 1Q ra III -r NEW BUILDING ObntAlCTION NEW MRDNG CONSTRUCTION - 1 r EXISTING BUILDING ROOF I GENERAL NOTES - SPRINKLERIFIRE PROTECTION I ALL SiMtpaERFVE PROTECTION INOW TO BE PERdNED ON A DESIGN BIRD eASMS ACCOMMODATE LAYOUT IN OOIFOtIWWCE WRH CURRENT CODES 2 ALL PRIG. COMMIT ETC MUST BE ANCNOREo TO DELL 1 1 1 1 S WOU34 DESI04 BUILD CONTRACTOR TO REVISE E W MNG SWOU1M SYSTEM M ACCOMMODATE LAYOUT IM OO FORW WCE WrrM DOWNT CODES interiors architecture l SPRINKLER HEADS TO WATCH BUILDING STANDARD 701 RmwoA—SmIA Ni]m Ebr Ii+rILMI SISM S EXTEND AND MODIFY BUILDING FTE PROTECTION SYSTEM AS IEOII BY CODE AND MEN /6l48LOM 11er 1624834M COMSTRUCTipI rw OArydnp — 6 EXTEND AND MMOOFY ANY EXISTNG FOE AlARYB. STROBES, ETC N TENANT SPACE AS Project Information REO FM R RBMDCIEUNG BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRNE CHANHASSEN. MN T aoy O O� V �J Z� O V Issue Record Sheet Title PRELIMINARY SECOND FLOOR PLAN Sheet InfomTation BUILDING GROSS SQ. FT. N .IobCode BONGARDS EXISTING . 9.030 SOFT ` Dawn 8y KMF „, '^r �dWO/PG NEW ADDITION LEVEL 1 6.665 SOFT. %1SPACE PLAN LEVEL 02 NEW ADDITION LEVEL 2.6.405 SOFT Date PZ1.02 06 30 , 7 %SE-X- TBTMG !-I S: or s "*a, S>F WORA ■ s AOMOE %I 9F 1 PARKING CALC -FIRST FLOOR W GF F-1 aattx � aFtt� tis , ss �'90 :4N19 1 • 1 • • ' PARKING CALCULATIONS ❑ fESEMCN 'ESTMO ❑ NWfi"SU STCPAGIE PARKING CALCULATIONS ❑ aFKE raESEraa1 rtEsn� Fl - s+auc>: PARKING COUNT (OFFICE) tw9e usF MWMCDJW i 1 once � a PARKING COUNT (RESEARCH I TESTING) Interiors architecture NdE UUSf ""A"MCOU1T 7001 Fr�ta0Aw 91111111. Will 2010 Wj_9 t � TBT91G 2230 SF 5 FbLL ttittt1eY SUN W4054M 9R912J\L92N Y— PARKING COUNT (STORAGE I WAREHOUSE) Project Information USF I RVaOMG CP1Hr TOT. 119119E NOTES: OFFICE BUILDINGS (ADMINISTRATIVE, BUSINESS OR PROFESSIONAL} --BUILDINGS UNDER 49,999 SQUARE FEET, FIVE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; BUILDINGS FROM 50.000 TO 99,999 SQUARE FEET, FOUR STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; AND BUILDINGS OVER 100,000 SQUARE FEET, THREE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA. BUILDING AREA SQUARE FOOTAGES SHALL EXCLUDE COMMON AREAS SUCH AS RECEPTION AREAS, CAFETERIAS, HALLWAYS, ETC. IN CALCULATING THE PARKING REQUIREMENTS FOR AN OFFICE BUILDING. RESEARCH, EXPERIMENTAL OR TESTING STATIONS—ONE PARKING SPACE FOR EACH 500 SQUARE FEET OF GROSS FLOOR AREA WITHIN THE BUILDING, WHICHEVER IS GREATER STORAGE, WHOLESALE, OR WAREHOUSE ESTABLISHMENTS—ONE SPACE FOR EACH 1,000 SQUARE FEET OF GROSS FLOOR AREA UP TO 10,000 SQUARE FEET AND ONE ADDITIONAL SPACE FOR EACH ADDITIONAL 2,000 SQUARE FEET, PLUS ONE SPACE FOR EACH COMPANY VEHICLE OPERATING FROM THE PREMISES. IF IT CAN BE DEMONSTRATED BY THE APPLICANT THAT THE NUMBER OF EMPLOYEES IN THE WAREHOUSE OR STORAGE AREA WILL REQUIRE LESS THAN THE REQUIRED NUMBER OF SPACES, AND IF THE APPLICANT SHALL SUBMIT A LETTER TO THE CITY ASSURING THAT IF THERE IS TO BE ANY INCREASE IN EMPLOYEES, THE APPLICANT AGREES TO PROVIDE ADDITIONAL PARKING AREA, THE CITY MAY APPROVE A LESSER NUMBER OF PARKING SPACES. BONGARDS' EXPANSION BONGARDS'CREAMERY a330 COMMERCE DRIVE CHANHASSEN.MN Issue Record Sited Title PARKING CALCULATIONS Sheet Inlormahon N Job Code BONGARDS Dra By KMF Re, S, M',')&PG Dale 03077 PZ1.03 Z ' PERSPECTIVE 5 ENTRY 1 II 11M ors architecture IMI F—A—SRAL ti]m 957 893-9070 %X91124041119 — �young 001, Project Information BONGARDS EXPANSION BONGARDS CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN Isaoe Record Sheet TO/@ PRELIMINARY EXTERIOR ELEVAITONS Sheet Information Job Code BONGARDS — CORRIGArEO METAL ROOF KMF Reviewed By MWO/PG Date PZ6.01 SCREEN FUTURE TENANT SIGNAGE AREA TO BE 45 SF - PREiIMSNEO METAL PARAPET W FLASHING AEIDOIZED ALUM"AN - - — TIERINLLr BROKEN GLAZING FRAMs WIN (-- .L-- — LOW -E INSULATED GLASS i ANODLM COkVOSffE METAL PANG in . - MORZCXRAL MOOO F4 SONG {r 17TATt ``., — THERUEDALIAOKEN nEmMLLr BROKEN / FRMEs M TH _ — 1 1 IDN -E LOWE I 151AA7� GRALA SS -- FREtOLORED. FRE -CW EISTNG RRDNG =AALONGCO/SrRILMI cowrB�uLn StL � ,I VATION � w•ro Z ' PERSPECTIVE 5 ENTRY 1 II 11M ors architecture IMI F—A—SRAL ti]m 957 893-9070 %X91124041119 — �young 001, Project Information BONGARDS EXPANSION BONGARDS CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN Isaoe Record Sheet TO/@ PRELIMINARY EXTERIOR ELEVAITONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date PZ6.01 06.3017 PRE-Flhld Eo METAL M PAPET CAP TNERNMLLY BRDMLEN GLAZING FRAMES WITH LOW E INSULATED GLASS 7B S(iM1GE AREA T AREA o BE 45 tl SS F EFS C01F'OSRE METAL PANEL PKZMCRED PKAck T — =OMn MDLPS S&L EFI NEV LOA FRI CORIVA O METAL R06 I PREf0191FD METAL A a I avin im,► �— ANOOM ALUNMM THERMALLY BROKEN GLAZING FRAMES APTH LOWS 14SLLATED GLASS EIFS PPELOLOFIED PFF CAST CONTMUQR S&L EXTERIOR ELEVATION Tr•ra CORRIGArED METAL ROOF PREfPFSAIED METAL PNNPET W RASMM G NDDffD ALLL104J11 TMERMAlLY BNOI(EM GLAZM' FRAMES WINS LDW f INSULATED GLASS TT T1 EFS PIE{QDIEDL PFSf/dT COMOUOLIS WILL — I�E�QE814R ELEVATION u=ra m EXISTING BUILDING— _ eriors I architecture ]WI Fit•La1YA0=s�M01 700 Eia rLIo*Xlml ss tOtJN.a1o! a7M —bd"L"Am Pro/act Information BONGARDT EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN Issue Record Sheet TWO PRELIMINARY EXTERKN2 ELEVATIONS Sheet Intomraron Jab Code BONGARDS Drawn By KMF RevlewedBy MWO/PG Dale 06 30 17 PZ6.02 III A a I avin im,► �— ANOOM ALUNMM THERMALLY BROKEN GLAZING FRAMES APTH LOWS 14SLLATED GLASS EIFS PPELOLOFIED PFF CAST CONTMUQR S&L EXTERIOR ELEVATION Tr•ra CORRIGArED METAL ROOF PREfPFSAIED METAL PNNPET W RASMM G NDDffD ALLL104J11 TMERMAlLY BNOI(EM GLAZM' FRAMES WINS LDW f INSULATED GLASS TT T1 EFS PIE{QDIEDL PFSf/dT COMOUOLIS WILL — I�E�QE814R ELEVATION u=ra m EXISTING BUILDING— _ eriors I architecture ]WI Fit•La1YA0=s�M01 700 Eia rLIo*Xlml ss tOtJN.a1o! a7M —bd"L"Am Pro/act Information BONGARDT EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN Issue Record Sheet TWO PRELIMINARY EXTERKN2 ELEVATIONS Sheet Intomraron Jab Code BONGARDS Drawn By KMF RevlewedBy MWO/PG Dale 06 30 17 PZ6.02 CHANHASSEN BUSINESS CENTER (PUD 91-4) DEVELOPMENT STANDARDS Adopted 2/8/93 Amended 8/10/09 a. Intent Amended 5/10/10 The purpose of this zone is to create a PUD light industrial/office park. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each lot proposed for development shall proceed through site plan review based on the development standards outlined below. Except as specifically provided herein, the subject property is subject to the requirements of the IOP, Industrial Office Park District, zoning district, and the City Code supplemental and off street parking requirements as may be amended. (8/10/09) b. Permitted Uses The permitted uses in this zone should be limited to light industrial, warehousing, and office as defined below. The uses shall be limited to those as defined herein. If there is a question as to the whether or not a use meets the definition, the City Council shall make that interpretation. 1. Light Industrial. The manufacturing, compounding, processing, assembling, packaging, or testing of goods or equipment or research activities entirely within an enclosed structure, with no outside storage. There shall be negligible impact upon the surrounding environment by noise, vibration, smoke, dust or pollutants. 2. Warehousing. Means the commercial storage of merchandise and personal property. 3. Office. Professional and business office, non -retail activity. c. Setbacks In the PUD standards, there is the requirement for landscape buffering in addition to building and parking setbacks. The landscape buffer on Audubon Road is 50 feet, south of Lake Drive and 100 feet along the southern property line. The PUD zone requires a building to be setback 50 feet from the required landscape buffer and public right-of-ways. There is no minimum requirement for setbacks on interior lot lines. The following setbacks shall apply: Buildinp- Parking Audubon Road Buffer & Setback 50' plus 50' S0' plus 10' South Property Line & Setback 100" plus 50' 100' plus 10' Front & Rear ROW on Lake Drive 25' 15' Interior Side Lot Line 10' 10' Railroad Right of Way 30' 30' Audubon Road north of Lake Drive 50' 20' d. Development Standards Tabulation Box Existing Developed Sites Block Lot # Lot Acres Bldg Sq. Ft. Bldg Coverage Impervious 1 1 2.00 5,500 6.3% 45% (47.7% on 4/16/14) 2 1 10.00 22,000 5.1% 16% Subtotal 12.00 27,500 avg.5.7% avg.30.5% Chanhassen Business Center 4`h and 5`h Additions (Outlot D) Lot # Lot Size - Acres Building Sq. Ft. Building Impervious Coverage Lot 1, Block 1, 2.66 57,000 29% 60% CBC 4th Lot 1, Block 1, 1.91 19,100 23% 55% CBC 5`h Add. Lot 2, Block 1, 2.93 24 900 20% 65% CBC 5`h Add. ' Subtotal 7.5 101,000 avg.27% avg.60% (8/10/09) Third Addition (Outlot A) Lot # Lot Size - Acres Building Sq. Ft. Building Coverage Impervious 1 5.95 309000 12% 30% 2 6.13 365000 13% 35% 3 6.14 69,000 26% 67% 4 5.47 75,000 31% 79% 5 5.39 75,000 31% 78% Road 2.82 27,000 23% 59% Subtotal 31.90 283,000 avg.22.6 avg.58.5 Chanhassen Business Center Second Addition Lot # Lot Size - Acres Building Sq. Ft. Building Coverage Impervious 1 3.56 40,000 26% 67% 2 1.55 17,000 26% 65% 3 1.81 19,000 24% 63% 4 2.68 34,000 29% 76% 5 2.42 29,000 28% 72% 6 2.74 27,000 23% 59% 7 2.16 26,000 28% 72% Road 1.60 67% Subtotal 18.52 192,000 26% 68% TOTAL 93.02 603,500 23% 60% The average hard surface coverage does not include Outlot A. The PUD standard for hard surface coverage is 70% for office and industrial uses. The proposed development meets this standard with an average of 62% hard surface coverage. Building Square Footage Breakdown Office 20% 120,700 sq. ft. Manufacturing 25% 150,875 sq. ft. Warehouse 54.09% 326,425 sq. ft. Church 0.91% 5,500 sq. ft. Total 100% 603,500 sq. ft. e. Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. All mechanical equipment shall be screened with material compatible to the building. 2. All materials shall be of high quality and durable. Masonry material shall be used. Color shall be introduced through colored block or panels and not painted block. 3. Brick may be used and must be approved to assure uniformity. 4. Block shall have a weathered face or be polished, fluted, or broken face. 5. Concrete may be poured in place, tilt -up or pre -cast, and shall be finished in stone, textured or coated. 6. Metal siding will not be approved except as support material to one of the above materials or curtain wall on office components or, as trim or as HVAC screen. 7. All accessory structures shall be designed to be compatible with the primary structure. 8. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. 9. The use of large unadorned, prestressed concrete panels and concrete block shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 10. Space for recycling shall be provided in the interior of all principal structures for all developments in the Business Center. 4 L Site Landscaping and Screening All buffer landscaping, including boulevard landscaping, included in Phase I area to be installed when the grading of the phase is completed. This may well result in landscaping being required ahead of individual site plan approvals but we believe the buffer yard and plantings, in particular, need to be established immediately. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 2. All open spaces and non -parking lot surfaces shall be landscaped, rockscaped, or covered with plantings and/or lawn material. 3. Storage of material outdoors is prohibited unless it has been approved under site plan review. All approved outdoor storage must be screened with masonry fences and/or landscaping. 3. The master landscape plan for the CBC PUD shall be the design guide for all of the specific site landscape developments. Each lot must present a landscape plan for approval with the site plan review process. 4. Undulating or angular berms 3' to 4' in height, south of Lake Drive along Audubon Road shall be sodded or seeded at the conclusion of Phase I grading and utility construction. The required buffer landscaping may be installed incrementally, but it shall be required where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing wall may be required where deemed appropriate. g. Signage All freestanding signs be limited to monument signs. The sign shall not exceed eighty (80) square feet in sign display area nor be greater than eight (8) feet in height. The sign treatment is an element of the architecture and thus should reflect with the quality of the development. The signs should be consistent in color, size, and material throughout the development. The applicant should submit a sign package for staff review. 2. Each property shall be allowed one monument sign located near the driveway into the private site. All signs require a separate permit. 3. The signage will have consistency throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. 4. Consistency in signage shall relate to color, size, materials, and heights. h. Lighting 1. Lighting for the interior of the business center should be consistent throughout the development. The applicant's proposal is consistent with the lighting standards for the PUD ordinance. The plans do not provide for street lighting. As with previous industrial parks/roadways, the City has required the developer to install street lights throughout the street system. The street lights should be designed consistent with the existing lighting along Audubon Road. 2. A decorative, shoe box fixture (as specified by City Code) with a square ornamental pole shall be used throughout the development area for area lighting. 3. Lighting equipment similar to what is mounted in the public street right-of-ways shall be used in the private areas. 4. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the property line. This does not apply to street lighting. ADOMON 44 *. :.•t _ F�tl�ir�t,jh.� Add ' r aw.wseoH w,wEss; CENTER fit' I ____ ___ __ f a w MW auo W.M.O. ft— cla. m.0 m.00a i GAPLAN\2009 Planning Cases\09-08 Chanhassen Business Center PUL) Amenament & Jut)amsjon\�_HAINrlAaarIY OU WINraa I.LPI, DESIGN STANDARDS.doc 0 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) 1, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 20, 2017, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of request for Site Plan review for a 7,050 square foot, two-story addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant/Owner: Bongards to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. C vZ Ki T. Meuwissen, De*y Clerk Subscribed and sworn to before me this ZO day of ILA14 2017. JENNIFER ANN POTTER Notary Public -Minnesota W C+ n EXOM .Mn 31, 20=0 ktary Public Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, August 1, 2017 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story Proposal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant: Bon ards Property 8330 Commerce Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous(a)ci.chanhassen.mn.us or by phone at Questions 8r 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feel of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. Al the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date 8r Time: Tuesday, August 1, 2017 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Site Plan review for a 7,050 square foot, two-story Proposal: addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant: Bon ards Property 8330 Commerce Drive Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2017-16. If you wish to talk to someone about this project, please contact Bob Generous by email at bgenerous(cDci.chanhassen.mn.us or by phone at Questions 8r 952-227-1131. If you choose to submit written comments, it is Comments: helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW! Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments. Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting, • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. 1660 GROUP LLC ANTHONY MERTES 1660 LAKE DR W 8124 DAKOTA LN CHANHASSEN CHANHASSEN MN 55317-8583 MN 55317-9761 AUTO MOTORPLEX ASSOCIATION PO BOX 7160 FARGO ND 58106-7160 AUTOBAHN MOTORPLEX LLC 3615 ZIRCON LN N PLYMOUTH MN 55446-2878 BIG TOAST INC BONGARDS' CREAMERIES BRET W BAILEY BRIAN W MCCONNELL CAROL M HOLTON 17551 WALNUT CURV 8330 COMMERCE DR 2539 BRIDLE CREEK TRL _ 5912 GRASS LAKE TERR 6828 CRESTON RD ICHANHASSEN CHANHASSEN CHANHASSEN MINNEAPOLIS EDINA I MN 55317-9394 MN 55317-8426 MN 55317-9372 MN 55419-2139 MN 55435-1639 CLEAN RESPONSE REAL ESTATE LLC 480 N PRIOR AVE SAINT PAUL MN 55104-3421 COLE A CARLSON 10610 NE 9TH PLACE UNIT 1600 BELLEVUE WA 98004-8644 CONTROL PRODUCTS INC 1724 LAKE DR W CHANHASSEN MN 55317-8580 DELBERT R & NANCY R SMITH 9051 LAKE RILEY BLVD CHANHASSEN MN 55317-8650 DEMOSA LLC 1610 LAKE DR W CHANHASSEN MN 55317-8583 DFM INVESTMENTS LLC 2700 SHADYWOOD RD EXCELSIOR MN 55331-9599 ERIC DREW MURPHY 5201 BLAKE RD EDINA MN 55436- EUGENE M NELSON 9133 BRECKENRIDGE EDEN PRAIRIE MN 55347-3442 GENE M BERGHOFF 6100 SIERRA CIR EXCELSIOR MN 55331-8131 GERALD E KELLY 3841 MAPLE SHORES DR EXCELSIOR MN 55331-9602 GGT LLC 6701 EVENSTAD DR MAPLE GROVE MN 55369-6026 HARLEY E BERGREN 8104 HIGHWOOD DR #G108 BLOOMINGTON MN 55438-1087 HERAKLES LLC 8345 COMMERCE DR CHANHASSEN MN 55317-8427 HIGHLAND DEVELOPMENT LLC 5550 ZUMBRA LN EXCELSIOR MN 55331-7714 J & R CHANHASSEN LLC 3209 GALLERIA #1804 EDINA MN 55435-2558 JAMIE VIG 2295 REDWING DR SHAKOPEE MN 55379-2995 JEFFREY A COTTER 2730 PHEASANT RD EXCELSIOR MN 55331-9571 KRISTA P BETCHER 1900 MICHIGAN DR NORTHFIELD MN 55057-4834 MARC P DIERS 9917 CAVELL CIR MINNEAPOLIS MN 55438-1921 MARK G FLEISCHHACKER 3530 STEELE ST MINNETONKA MN 55345-1325 MARK R JOHNSON 3859 RED CEDAR POINT RD EXCELSIOR MN 55331-7766 PALATINE HILL FINANCIAL LLC 6009 SHANE DR MINNEAPOLIS MN 55439-1759 PETER HERMAN 32 WEST POINT PLACE EXCELSIOR MN 55331-9419 PRIEM HOLDINGS LLC QUANTUM CONTROLS COMPANY 10915 IST AVE N 1691 LAKE DR W PLYMOUTH ICHANHASSEN MN 55441-4687 MN 55317-8583 RJS LIVING TRUST 4810 WHITE BEAR PKWY WHITE BEAR LK MN 55110-3345 ROB E HOLT 104 PEAVEY RD CHASKA MN 55318-2324 ROWLAND PLEX LLC 6605 DAKOTA TR MINNEAPOLIS MN 55439-1118 SCOTT MANN 1824 OLIVER AVE S MINNEAPOLIS MN 55405-2208 SOUTHBOUND INVESTMENTS LLC 4516 WEST ARM DR SPRING PARK MN 55384-9705 SWIFT COUNTY 153 PARTNERSHIP 7892 AUTUMN RIDGE AVE CHANHASSEN MN 55317-8447 THEODORE R CAHALLJR 9511 FOXFORD RD CHANHASSEN MN 55317-8682 THOMAS M HAYES 4030 LINDEN HILLS BLVD MINNEAPOLIS MN 55410-1246 TIMOTHY G COMMERS 14 WEBSTER PLACE HOPKINS MN 55305-4455 TWIN CITIES & WESTERN RAILROAD 292512TH ST E JGLENCOE MN 55336-3368 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 07/05/2017 2:53 PM Receipt No. 00351438 CLERK: AshleyM PAYEE: Bongards' Creameries 13200 County Road 51 Bongards MN 55368- 8330 Commerce Drive- Planning Case 2017-16 ------------------------------------------------------- Site Plan Review 500.00 Sign Rent 200.00 Recording Fees 50.00 $10.00 Per 14,000 square feet of buildi ng area 140.00 GIS List 129.00 Total Cash Check 276050 Change 1,019.00 0.00 1,019.00 0.00 Gf��VNLD Chanhassen City Council — August 28, 2017 Councilman McDonald: I'll make a motion. That the City Council orders the preparation of plans and specifications for the 2018 Street Reconstruction Project Number 18-01. Todd Gerhardt: And that included ordering the project? Councilman McDonald: That includes, yeah it includes ordering the project. Roger Knutson: And adopting the resolution as presented. Councilman McDonald: And adopting the resolution. Mayor Laufenburger: Mr. Knutson do we have a valid motion? Roger Knutson: Mayor yes you do. Mayor Laufenburger: Thank you. Is there a second to that motion? Councilman Campion: Second. Mayor Laufenburger: Thank you Mr. Campion. Any further discussion? Resolution #2017-60: Councilman McDonald moved, Councilman Campion seconded that the Chanhassen City Council orders the project and preparation of plans and specifications for the 2018 Street Reconstruction Project No. 18-01 and adopts the attached resolution. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Laufenburger: That motion carries 4-0. Thank you very much Mr. Oehme. BONGARDS — 8330 COMMERCE BOULEVARD: APPROVE SITE PLAN FOR A 13,070 SQUARE FOOT TWO STORY ADDITION. Mayor Laufenburger: Is this your's Ms. Aanenson? Kate Aanenson: Yes it is, thank you. The applicant, Bongards Creamery is expanding. This item went to the Planning Commission on August 1 t and they recommended 6-0 to approve. This is part of the Chan Business Center. This development was done as a PUD. Done back in the early 90's. This is also incorporates part of the National Weather Service and the building that's kind of the second generation with Bongards going in here so kind of seeing some redevelopment of buildings which is we're very excited about. So the existing building will be added onto. So this is a PUD. In this PUD what we allowed because the Chan Business, excuse me the Weather Service had a large area that they needed for launching weather balloons and the like so some of the other properties were allowed to go smaller as long as they maintained the overall hard cover so this allows some expansion on those other properties. So again located at 31 SCANNED Chanhassen City Council — August 28, 2017 • Chan Business Park. There is a railroad track to the north of the site and then access coming off of Audubon and then into Commerce Drive. So again it's a site plan review for the 13,000 square feet to an existing building that was 9,558. The property's guided, or land use is for office industrial and again as I mentioned it's a PUD and then it's for the use, the land use that zoning allows for office storage and research facilities. So the site plan is 1.1 acres. The existing site is 9,558 so with the addition it will be over, just over 22,600 square feet so you can see the addition. When they moved into the building last fall they made some minor modifications in order to accommodate parking but this is ultimately what their plan was to add onto the building. So again here's the colored elevation. Very nice architecture. Work well in the community. The revised building material, there was some EIFS on the front. Too much but it had been revised to brick. Again it meets all the requirements. Exterior elevations. A lot of articulation and movement. The first floor plan. Additional office space. Office warehouse. And then on the top there'll be some space that will also be some of their research area. We had talked to them when we met them that we'd be excited if they, we do allow in our industrial parks that you could do 25 percent sales so if they wanted to do some retail operations there we'd be excited about that. Mayor Laufenburger: Are we talking cheese curds here? Kate Aanenson: We are talking cheese so. Mayor Laufenburger: So we don't have to wait for the State Fair is what you're telling me. Kate Aanenson: No we don't. We can any time right? Mayor Laufenburger: Will they deep fry them too because I know, well I'll let you finish Ms. Aanenson. Kate Aanenson: So the grading plan, again meeting with the watershed district, meeting their requirements for the addition so that's been accommodated. These are some of the things that took them a little bit longer as we moved through the summer months to get revised so again the landscaping plan does meet all the city requirements. A well articulated building. Nice architecture. Landscaping so very positive improvement. Again expanding one of the existing uses to a higher and better use and then keeping Bongards here in the community so we're excited about that. So with that we are recommending approval of the site plan and with the plans dated September 16th subject to the conditions of approval of the staff report and Findings of Fact. So Mayor and council, this then we would prepare a site plan agreement so you wouldn't see this back again. We would just execute a site plan agreement for recording on the property. So with that I'd be happy to answer any questions that you have. Mayor Laufenburger: Alright, thank you Ms. Aanenson. Council members, any questions of staff? Anybody? Is the applicant present with us this evening? And would you like to come forward and just address the council briefly? Introduce yourself. 32 Chanhassen City Council — August 28, 2017 Matt O'Keefe: I'm an employee... I'm the architect so. Mayor Laufenburger: That'd be fine. Just state your name and address please. Matt O'Keefe: Matt O'Keefe with BDH and Young Architecture, 18600 81 S' Place North, Maple Grove, Minnesota. Mayor Laufenburger: Okay. Just tell us a little bit about how you came upon this architecture. Matt O'Keefe: Yeah with the architecture we came upon it is, Bongards approached us when they bought the building. They kind of did a quick move in because they were running out of leased space here where they were at. 'Ale did a quick remodel of the existing office space that they have. At that time we did an expansion of the parking lot knowing that we were going to do this expansion the following year so we worked through with the City planning department and then also watershed district to make sure that we had enough space and green spaces allotted and stuff like that. And then as we moved on here, originally we were going to do a single story building but with times of construction and the expansion of Bongards we actually this spring to a second floor which just made us come back through here and kind of get approval for you guys. As far as the architecture goes we're really just kind of trying to bring some natural elements that are already on the building. The building's a masonry rock face brick block. We're going to try and use a brick that probably accentuates the existing brick that's there. The existing brick, I really don't want to try and match it. It's you know 10, 20, 15 years old at this point and just trying to get something that is adaptable and accentuates it is probably a better option at this point. Kind of treat it as two entities and then just creating another kind of focal point, entry point as they have clients and customers come into their space. They have a larger kind of test kitchen upstairs so when people come in and look at their stuff they want to kind of host some clients up there upstairs so just a little bit nicer of an entry into the building. Mayor Laufenburger: So talk about this retail a little bit. Matt O'Keefe: That one was a surprisingly new to us here tonight so Katrina here will get that in you know but no. Kate Aanenson: We've talked to them about it. Just kind of in jest. Mayor Laufenburger: Well it's too late but I hope I didn't let it out of the bag. Matt O'Keefe: No. No, no, no, no. So actually there, as far as I know there is no retail actually being proposed or even looked at out of this. This is much more corporate headquarters. Sales is officed out of here. IT, the nationwide IT for them. And then they have like I said, they needed a test plant and kind of test kitchen just for, as their clients and people come through. 33 Chanhassen City Council — August 28, 2017 Mayor Laufenburger: Good, alright. Any questions of the architect at this time? Alright, thank you very much. Matt O'Keefe: Thank you. Mayor Laufenburger: Well Ms. Aanenson I think you stated something that's important for us to know and that is that Bongards and the City of Chanhassen found a way to stay in the community which is that's a very good thing. Kate Aanenson: Yes. Yeah, they were searching and we were happy that they ended up on this site so. Mayor Laufenburger: So I think that's a very good thing so thank you to Bongards and also if you would extend those comments to the management at Bongards for staying in our community. We love to have you here. Any, let's bring it back to the council. Any questions, comments or motions for action? Councilwoman Ryan: Mr. Mayor? Mayor Laufenburger: Councilmember Ryan. Councilwoman Ryan: 1'd like to make a motion. Mayor Laufenburger: Alright, please do. Councilwoman Ryan: I'd like to make the motion that the Chanhassen City Council approves the site plan for a 13,070 square foot two story building expansion, plans prepared by Solution Blue, Incorporated dated November 16, 2016, subject to the conditions of approval and adopts the Findings of Fact. Mayor Laufenburger: Alright, thank you. We have a valid motion. Is there a second? Councilman McDonald: Second. Mayor Laufenburger: Thank you Mr. McDonald. Any further discussion? Councilwoman Ryan moved, Councilman McDonald seconded that the Chanhassen City Council approves the site plan for a 13,070 square foot, two story building expansion, plans prepared by Solution Blue, Inc., dated November 16, 2016, subject to the following conditions and adoption of the Findings of Fact: 34 Chanhassen City Council — August 28, 2017 Building 1. Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations plan for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. "This condition has been modified: The applicant shall submit a maintenance and operations plan for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 35 Chanhassen City Council — August 28, 2017 8. The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. "This condition has been modified: The applicant shall submit annual inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. 10. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Mayor Laufenburger: Thank you very much. Best of luck to you. We want to come out there and get a picture when everybody says cheese. Thank you very much. That concludes our new business this evening. COUNCIL PRESENTATIONS. Mayor Laufenburger: Any council presentations at this time? Councilwoman Ryan: I'd like to get an update on the Red Birds. Mayor Laufenburger: You would huh. I don't know. Kate Aanenson: Are they still playing? Councilwoman Ryan: I know. Mayor Laufenburger: Mr. McDonald you want to bring us up to date on the Red Birds? 36 Ir W CHANHASSEN PLANNING COMMISSION REGULAR MEETING AUGUST 1, 2017 Chairman Aller called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Andrew Aller, Steve Weick, Nancy Madsen, John Tietz, Maryam Yusuf, and Mark Randall MEMBERS ABSENT: Mark Undestad STAFF PRESENT: Kate Aanenson, Community Development Director; Bob Generous, Senior Planner; Jill Sinclair, City Forester; and Stephanie Smith, Project Engineer PUBLIC HEARING: BONGARDS — SITE PLAN REVIEW FOR A 7.050 SQUARE FOOT, TWO STORY ADDITION AT PROPERTY LOCATED AT 8330 COMMERCE DRIVE FOR 1.8 ACRES OF LAND ZONED PLANNED UNIT DEVELOPMENT (PUD). APPLICANT/OWNER: BONGARDS. Generous: Thank you Chairman Aller, commissioners. As you stated Planning Case 2017-16 is a site plan review for an expansion of an existing office industrial building. The public hearing will be tonight. It will go to City Council at the end of the month on August 28th. The project is located at 8330 Commerce Drive. This is a planned unit development area. There's an existing 90, approximately 9,500 square foot building on the site. They are adding a two story addition to that. This development is in Lot 3, Block 1, Chanhassen Business Center 2" d Addition. Again the request is for site plan review for a 13,070 square foot two story building expansion. It will be to the north of the existing building on the property. The land use for the property is guided office industrial uses. The zoning on the property is planned unit development. This is an office industrial park. Office, storage and research facilities are permitted uses within the PUD zoning. The site plan. Again they're adding the brown area of this building would be a two story addition to the site. They will expand their receiving area in the back. There's more office space and some of their research area and storage facility. The site itself is 1.81 acres. Again the existing building is 9,558 square feet. The two story addition, the first floor is 6,665 square feet and the second floor is 6,405 square feet so the total building area will be over 22,000 square feet with this expansion. As part of the expansion they're proposing to add parking on the east side of the building and a small parking area on the south of the building and we'll talk about that a little later. As part of your plan they submitted a building elevation with the material detailing and as part of our review we discovered that they were proposing the use of exterior insulating finishing system which is known as EIFS but it's prohibited as a primary building material in this development and within the city of Chanhassen so the applicant today submitted a revised building elevation using I believe it's face brick and so this would be acceptable material. It will be consistent with the existing building is a block, concrete block face material so this would be !Z�GwNr--o M Chanhassen Planning Commission — August 1, 2017 very compatible with it. We believe this, it does comply with the ordinance requirements so happy to receive that increase. Again the exterior elevations, the north side of the building overlooks a railroad tracks. They have some windows and office space up there. The south side of the building, the expansion they just have celestial windows over the office area but most of it will be blank. And then the big articulation is actually on the east side of the expansion where they're providing an additional access entry into the building with a metal canopy over that to highlight that entrance area and a small plaza area. First floor again, they have a lot of office warehouse. Office and storage space. And then the second floor has additional testing areas for their research and storage areas within the development. It complies with all the, currently we don't have enough detail to determine building code compliance but that's the next phase of this development. We encourage them to meet with our building official as soon as they can in the process to expedite that. Site grading is for the parking lot expansion area and the small area north of the building. The rest of the site will remain as it is currently. As part of this grading plan they, well the landscaping plan exceeds our minimum requirements under city code and so it's, it will be a nice addition to that area once it's fully grown. The site utilities, they have sewer and water is currently available to the building. They will be providing an infiltration system. Perorated piping under the parking lot to help with their storm water management and so they have, and that's into the parking lot expansion area. They actually started on the east side and did some preliminary expansion when they first moved into the building under the existing approved site plan. They had the ability to do that and then now with the building expansion, because it's over 10 percent of the existing building area they had to come back in for site plan review. This project is consistent with the PUD zoning for the development. It's consistent with the City's Comprehensive Plan designation and we're recommending approval of the expansion subject to the conditions in our staff report and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Any questions at this point of staff? Great presentation Bob. Again those watching at home or present here should know that all these documents, including the report which go into greater detail than the presentation itself are on the website and set out many of the conditions that have been met and the status of the property including drawings so if you want to take a look at those please feel free to do so. It's been, it's a great report so I don't have any questions either at this point in time. Would the applicant like to make a presentation? Matt O'Keefe: I'm Matt O'Keefe with BDH & Young. So we're the architectural group designing the addition for Bongards and working with them through the planning submission. I don't have too much more to really add onto Bob's presentation other than Bongards is really excited to be here. They're really excited to set their foot down on the ground and this is kind of their corporate campus and they're really excited to get moving on construction so I can answer any questions you guys might have. Aller: Any questions of the applicant at this point in time? Thank you. It looks like, we appreciate the. 2 Chanhassen Planning Commission — August 1, 2017 Matt O'Keefe: The public have any questions? Aller: The accommodation of the EIFS system and the change over to brick. Matt O'Keefe: Yeah and that was just fine so that's not a problem for any of us so. Aller: Awesome. Thank you. Look forward to it. And at this point in time we'll open up the public hearing for any individuals wishing to come forward either for or against this item to give us their feedback. And seeing no one present coming forward we'll go ahead and close the public hearing and open it up for commissioner discussion. And/or action. Madsen: Looks like a great project and it's office industrial, not manufacturing so it fits very nicely. Aller: Yep, I think the articulation looks great. The materials look good. The fact that they've exceeded the landscaping. The water, storm water management system. It appears to be something that provides additional safety because we're protecting the neighbors from any runoff and capturing any of that water. I think it's a good project. Aanenson: I was just going to add a couple comments kind of anecdotally. Aller: Please. Aanenson: So this was Chan Business Center. This one was actually the National Weather Service was one of the first users in here and just to give you a little background on the reason why it was given the PUD. The National Weather Service had requirements for large spaces. They do do balloons that they launch to check weather and then they've got the Nexar radar up there too so because they had a lot of green space requirements we were able to capture that and then make smaller lots but, so this project, this PUD was put in place in 1993 so now we're seeing kind of the second evolution of some of these buildings coming back through. You can see the biggest change now is that storm water has changed and so a lot of these systems are going to have to be underground in order to accommodate them because the rules have changed so I think we'll see more of those so we're excited that Bongards picked this site. They were looking at quite a few other ones and as Bob mentioned they did a small, minor addition just to get them through the winter and working on their plans so just wanted to give you a little background on that. Aller: Great. Well I'll just reiterate. It looks like under the PUD and the present zoning of the facility and based on the report and the information provided and the conditions that are in there it looks to fulfill all the requirements of the present zoning so. I'll entertain a motion at this point in time if someone would like to make one. Madsen: I can make a motion. 3 Chanhassen Planning Commission — August 1, 2017 Aller: Commissioner Madsen. Madsen: The Chanhassen Planning Commission recommends that the City Council approve the Site Plan for a 13,070 square foot, two story building expansion, plans prepared by Solution Blue, Inc. dated November 16, 2016, subject to the conditions of approval and approves the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Randall: A second. Aller: And a second by Commissioner Randall. Any further discussion based on that motion and second? Madsen moved, Randall seconded that the Chanhassen Planning Commission recommends that the City Council approve the Site Plan for a 13,070 square foot, two story building expansion, plans prepared by Solution Blue, Inc. dated November 16, 2016, subject to the following conditions of approval and approves the Findings of Fact and Recommendation: Building 1. Building(s) are required to have automatic fire extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Structure proximity to property lines will have an impact on the code requirements for the proposed building, including but not limited to; allowable size, protected openings and fire - resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Detailed occupancy related requirements will be addressed when complete building plans are submitted. 6. The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Engineering 1. The applicant shall dedicate a drainage and utility easement over the existing stormwater pipe on the northern portion of the property concurrent to recording the site plan agreement. 4 Chanhassen Planning Commission — August 1, 2017 2. The locations of all easements of record shall be shown on the survey based on a recent title search prior to recording the site plan agreement. 3. The applicant shall resubmit to -scale paper copies of the civil plans, including grading prior to City Council approval. 4. The applicant shall label the first floor elevations of buildings on adjacent lots prior to grading on site. 5. The applicant shall revise plans to add Emergency Over -Flow (EOF) locations and elevations shall be labeled on the grading and utility plan sheets prior to grading on site. 6. The applicant's erosion control plan shall be revised to meet the requirements of 19-145 of City Code, including showing stockpile locations prior to grading on site. 7. The applicant shall submit a maintenance and operations manual for their stormwater Best Management Practices (BMPs) prior to recording the site plan agreement. 8. The applicant shall inspect their BMPs on an annual basis and submit inspection reports to the City. 9. The applicant shall coordinate with the City for inspection of the connection to public storm structures during construction. 10. The applicant shall plug the draintile connection from the grass paver lot to the stormwater catchbasin till staff evaluates the function of the grass paver system and determine in -field whether the draintile connection is required or if the system can function without it. 11. The applicant shall alter the dimensions of the grass paver lot to clear show it meets the requirement for 9 -foot by 18 -foot parking stalls and a 26 -foot wide aisle prior to installation of the grass pavers. Planning 1. The applicant shall revise the primary building material from EIFS to some other acceptable material. 2. The applicant shall provide site furnishings to the site. All voted in favor and the motion carried unanimously with a vote of 6 to 0. APPROVAL OF MINUTES: Commissioner Weick noted the verbatim and summary Minutes of the Planning Commission meeting dated July 18, 2017 as presented. ADMINISTRATIVE PRESE\TATIO\S. Aller: Then we'll move onto City Council action update. Chanhassen Planning Commission — August 1, 2017 Aanenson: West Park was approved. Putting together a development contract on that. They do not have a pre -con yet set for that but putting everything together. I know they want to get started here yet August or September. Avienda, the council removed that from the rural service district because it was given preliminary plat approval. It changes their taxing status because it's now ripe for development, and Arbor Glen was approved. That one is scheduled for a construction pre -con meeting. Smith: It was scheduled and now it's been cancelled to a future date. Maybe in a week or two. Aanenson: Okay so. Aller: Just when you think.. Aanenson: I know. Well it got approved. It stayed on the calendar so. Aller: It's on track. Aanenson: Yeah, yeah. So there is a lot of interest in that type of product. I know there's people waiting for that development to go forward so, and if everybody remembers where that is. That's at the corner of Lyman and 101. So that's all I had on council update. I'll go through the future Planning Commission Chair if I may. Aller: Please. Aanenson: So our next get together will be on August 8t' with the joint tours. We'll be meeting out front. I put in the agenda and we may be a bit flexible on the agenda. We were going to go by Mission Hills. We thought maybe they'd be starting. That also has some interesting storm water features with it but I think what we'll do is substitute maybe that for Powers Point. We're going to see where they are in their project. They're also doing, so Powers Point. Powers Ridge, excuse me. So that is off of Powers Boulevard and Lake Drive. So there's a senior housing project going in there and so that also has an underground system so they're close to getting it in. We'd like to be able to see that. Otherwise we've got pictures that we can show you what it would look like when it goes in but we'd like to go by that one so we'll amend the agenda as you get here but please be here by 5:45. Dress comfortable. Hopefully we don't have bugs like we did last year. It was pretty mosquito so dress for the weather and so I think we're going to have a good turn out with all the other commissions so. Aller: Yeah we look forward to this with great anticipation every year. Aanenson: There you go. Aller: Because we get to work with the Environmental and Park and Rec and go around and see how things are developing around Chanhassen. Aanenson: Yeah. 2.1 Chanhassen Planning Commission — August 1, 2017 Aller: So it's always a great opportunity. Aanenson: Yep, great. So that's our next meeting. August 15'' we do not have a meeting. We did not have anything come in and we're going to give you a week off because we'll be hitting the ground running here in a little bit so on September 5' we do have a meeting. An internal code amendment on signs and then a minor item on approving whether or not the Avienda is consistent for the TIF district which you have to just weigh in on a resolution saying that's consistent with land use and zoning. Then we do have the open houses. We put together a website. If you want to go to the City's home page there's a website regarding the Comprehensive Plan so we've got those open houses September 13`x' and 141' and you're welcome to attend either one of those. We'll have different stations set up with maps and let people comment on things that we're looking at and then we're proposing some miscellaneous code amendments and then having the public hearings on that. We do anticipate a couple other projects if you look on that front side. The Hansen's are working on the Santa Vera Apartments which is right behind the elementary school there right downtown. That'd be the completion of that project which was probably done in the 60's so things have changed since they built those. The rules so had to do a wetland delineation and a tree inventory. Things that were never done before so, and then there's a couple other small lot subdivisions that are out there but that's kind of what we're, what we think will still potentially happen yet this year. So with that, that's all the updates I had. Unless you had any questions for me. Aller: No. Everybody good? Awesome. Okay so at this point in time we're going to go ahead and I'll entertain a motion to adjourn after which we'll have an open discussion and we have Jill Sinclair here from Natural Resources so we'll be talking about natural resources and how it fits into our new plan. Madsen moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 7:20 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 7 Property Card Parcel ID Number 251650030 Taxpayer Information Taxpayer Name BONGARDS'CREAMERIES Mailing Address 8330 COMMERCE DR CHANHASSEN, MN 55317-8426 Property Address Address 8330 COMMERCE DR CHANHASSEN, MN 55317 Parcel Information Building Style Above Grade Uses Commercial GIS Acres 1.8 Net Acres Deeded Acres Year Built Plat CHANHASSEN BUSINESS CENTER 2ND Lot 003 Block 001 Tax Description $1,083,400.00 Building Information Building Style Above Grade Bedrooms Last Sale Finished Sq Ft $343,500.00 Year Built Garage Building Miscellaneous Information School District Watershed District Homestead Green Acres Ag Preserve 0112 WS 064 RILEY PURG BLUFF N N N Assessor Information Estimated Market Value 2016 Values (Payable 2017) 2017 Values (Payable 2018) Last Sale Land $343,500.00 $360,700.00 Date of Sale 10/6/2016 Building $336,300.00 $722,700.00 Sale Value $850,000.00 Total $679,800.00 $1,083,400.00 The data provided herewith is for reference purposes only. This data is not suitable for legal. engineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the information contained herein. This data is furnished on an as is' basis and Carver County makes no representations or warranties, either expressed or implied, for the merchantability or fitness of the information provided for any purpose. This disclaimer is provided pursuant to Minnesota Statutes §466.03 and the user of the data provided herein acknowledges that Carver County shall not be liable for any damages. and by using this data in any way expressly waives all claims, and agrees to defend, indemnify, and hold harmless Carver County. its officials, officers, agents. employees, etc. from any and all claims brought by anyone who uses the information provided for herein, its employees or agents, or third parties which arise out of user's access. By acceptance of this data. the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user includes with the data a copy of this disclaimer. Wednesday, July 5, 2017 Carver County, MN LETTER OF TRANSMITTAL Date: December 17, 2018 ISG Project No To: City of Chanhassen Attention: Planning & Zoning Department 7700 Market Blvd Chanhassen, MN 55317 Re: RLS - Venue/Aldi 17-20820 Bob Generous We are sending you: ® Attached ❑ Under Separate Cover The following: ❑ Shop Drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Copies Date Description 2 12-17-18 RLS mylar prints Remarks: Bob, attached are the mylar copies of the RLS for signatures. Please let us know if you have any questions. It is our understanding that you will get them to the County for their signatures and recording. Thank you, Kent Hays Copy To: CITY OF CHANHASSEN RECEIVED DEC 172018 CHANHASSEN PLANNING DEPT File Signed: ARCHITECTURE + ENGINEERING + ENVIRONMENTAL + PLANNING CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2017-16 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, August, 1 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Site Plan review for a 7,050 square foot, two-story addition at property located at 8330 Commerce Drive for 1.8 Acres of land zoned Planned Unit Development (PUD). Applicant/ Owner: Bongards. A plan showing the location of the proposal is available for public review on the city's web site at wwwci.chanhassen. mn.us/2017-16 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, ACIS Email: bgenerousG ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, July 20, 2017; No. 4485) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. / q (B) The printed public notice that is attached to this Affidavit and identified as No. / 7 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: Laurie A. Hartmann Subscribed and sworn before me on this �Q day of 2017 Jr&E JEANNEf 1 E BARK NTARY PDX • WNNESOTA W v'�'100310N EXPIRES 0IM 18 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter ............................................... $12.59 per column inch SCANNED 1 926 els la.ev 4,1 1' S56 -57'24-W 236.00 (P) 238.01 (m ) 1 rwaN odea aea pee >..- - 1 9 .fl Nmiyie6ote Ve1ey Naanl Gas ConaNlsy aastment 1 p4H� Doc No 96299 � 1 9� p, 036 -- - - - - - - - - - - - - - 836 1 I S q�5 J li L 9�T 939, T � r Company easement T �'9�-9igA01 I Southeast 7-B ��- T_ Draine9e 6 Ub1M easement per pat. �" Wr Doc I 9" _9411, .y5 943 N I< 8 t E p qo sa �9.N q&S I E 9A1 9AL • - \ \I f I O 942 M M I M n gond -FPIN`. IclN. I Tytlh .6� 9.26 WA ••{ I O d O z M s M ..-I p antis• M Sues, a n I 9 1 Story Buidng $ Address: 8330 Canwtw<e Disse � a. FoaMabpm Area: 9,SS9 Scl FL � N A I s` I z rFf• IfSir J�aS 942-s I Z I> A I 70.1 9a I d Ii � I ® •• Coo<L,ee Sidewai4 - : a I , I sa De I SeJ � a7 6 �� pe 6 I Stafts . 1 MandMap 961 A PO �_ ... •� - „a rautl °pen Mi sips [[ 3 e LN56°57`24eE 203.00 (p) 202.70 (M)-- r m)_r DID I ter- I r ' 31- 0" - I r PVC 500 x41 > >-$-> - / 6 0.,6011 lR l Commerce Drne T Ir RCP « �- I G 3 « 212 n 3 s / U E 4 \ oy / 'y5 1 D-rApti- of Property s,,,v Wt 3, Bu 1, Chanhassen Business Center Second Adel Carver County, Wnnesata ALTA/NSPS Land TNI- Survey NOM (numbered per Tab4e A) 1. Bearings are based on tha Plat a Chanhassen Busmess Center Second Aodmon 2 Site Address8330 Commence Drive, CMMassen, mm- 3. TMs property is -mai in Zane C (Areas or minimal flooding) per Flood Insurance Rate Map, Commune Pad No 270051 COOS B. effe a date d July 2, 1979. 4. The Gross land area Is 78,666 �/- So— feet or 1.8059 ♦/- acres. 5. Ee-Ilan are based on MN/DOT GeodebC Station Name. 10-002 .Mich has an elevation of: 9,61.399 feet (NGVD29), 7(a). Ertenor dime -din of building is at around level. 8. Substantial features observed in Me process of Conducting me field-dn, Nave been shown herein. 9. The number Of parkmg stalls on in. it. Are as fol.- 17 Regular ♦ I Handicap . 18 Total P. -ng Stalls- 11. We have SNo.n the IO(a - of utitNes to IM best of our abhity Dosed on observed evidence together with eyde,xe from the folwwing sources: record pans from LNe dry provided by Solution Blue, plans abUmed from Wlxy compames, plans; revdM by i nem markings by Unity companies and other app,obnate >ourCes. we hay, used this mformabon to develop a Yew of the unde+gnoVnd ublites for flus site. However, 1 c 9 ewavatwh, me exact btabpn of u.dmg,oVrd features tannot be accunateM. completely and s iaWyy depcted. Where adMwnal or mere detailed mfolmation is reaiwred, the dent is adv that, -nation may be necessary. Also, please note that Seasonal coM2ons may, nnl our ability to snsibly observe all the tAn- stated on the ssRjJ_ property. Survey Report This map and report was prepared with the benefit( A Commitment for The Inwrance res A by All ACommeroal Tie, Inc., as agent for Old Republic Nabonal Title,nwr rice Company, Commitment No. ID3187, dated AugVin 29. 2016. We note the folawng with regards to SNedule B of me hereln Merenced Title Commitment: I. Item no.'s 1-9, & 13-16 are not survey related. b. The following are numbered per [he referenced title Commitment'. 30. Easement for drainage and uppity purposes as shown on the , 0,Oed plat of Cnannassen Business Center Second Additpn, filed Al Document No. 87685. This wasement Is looted In the nonthenty portion and tM pealmetar M the Isbject property, as shoen, heron. I1. Easement in favor of Minnesota Valley Natural Gas Company for gas transm,nion system purposes dated 10-20-60, flied , in Boole 61, page 490, as Document No. 98299, as described tnerein and as shown th the plat of Chanhassen Business Center Second add,,on. This easement is located in the northerly portion of the subject property, as shown ben-.. 12. Easement and N't ofway m rayon of Northern States Power Company for po.er line purposes, as conn,nen In Fri.; C-1-1 date7 d 3 24 92, n,ee c-292, as D-ment Na- 72638, and as shown on the "of Chanhassen Business Center Serono Additan. This easementcant 1. loM the northerly porter of In. subject property,.. -hewn hsrepn, 2. Confacs s- as (but not horned to). en,datir-his, wolnusnrts, assess, occupabon, ono easements and/or senrtudes: a. Please note that pare of me storm sewer lo,ated in the northwest Portion of the site IS not [,htAheJ .,thin a drainage and utility easement, as mann hereon. ALTA CERTIFICATION To CAR LSON AND WALD, LLC, a Minnesota Limited Liability Company; Borg— Creameries, a Minnesob cotberabve conpnration, and All A—Commerdal Tide, Inc., as agent for Old Republic National Title Insurance Compahy: TMs S to certify that this map or plat and the survey on which It is based were made in accordance .,In me 2016 Mlnlmum Standard Detail Requirements for ALTA7N5PS land Title Surveys, lontty established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, & 11 of Table A thereof. The field won, was completed on September 19. 2016. Dated this 22n ptember, 2016 Rory L Symstelen Minnesota License No. 44S6S rwyentpo. com MINNESOTA CERTIFICATION I -ter- that this .,Vey. Wan a report wax prepared by me or, under my direct wpery n and mat I am a duly Ucehse l Lend Surveyo, under the aws of the State Of Minnesota Dated this 22 September, 2036- Linetype &Symbol Legend Rory L. Synstelen Minnesota License No. 44565 ® UTIUTY MANHOLE 2) AIR CONDITIONER .,*htpo.com -h.-id- FIBER OPTIC as 30 16 0 15 30 60 SCALEIN FEET Vicinity Map • s'%r l i.e. � a I I No Scale -GS Wp- GASHAfN v SIGN BOLLARD Q SANITARY MANHOLE 0 SOIL BORING I I - WATERMAIN -> >- SANfTARY SEWER OO STORM MANHOLE ® CATCN BASIN STORM SEWER 71 TELEPHONE BOX ® CB BEEHIVE d:u OVERHEAD UTILITIES (D TELEPHONE MANHOLE ® CLEAN OUT - Nt nil TELEPHONE UNE � ELECTRIC TRANSFORMER � ELECTRIC 80% -[tL tit ELECTRIC LINE � TRAFFIC SIGNAL © ELECTRIC MANHOLE CTV ch- CABLE LINE -O -D -t> -o -p- GUARDRAIL TRAFFIC LIGHT d FUG POLE v -O O WOODEN fENCEIINE B CABLE TV BOX E FLARED END SECTION CHAINLINK FENCELINE 8 ELECTRICAL METER KR GAS VALVE BARBED WIRE FENCE © GAS METER HANDICAP SYMBOL BLOCK RET WALL ® WATER METER O WATER MANHOLE 9 HANDMOLE pd WATER VALVE FOUND IRON MONUMENT ,D. HYDRANT O SET IRON MONUMENT O POWER POLE C UST IRON MONUMENT ALTA/NSPS Land Title Survey 8330 Commerce Drive Chanhassen, MN Iawew i ', Na :6-687 11 Engineering -Surveying Landscape Architecture ti rot or PAT/R5 a /I- HANSEN THORP PELLINEN OLSON, Inc, Det- 9.22-16 )510 MahH Tau Dere . Eden R'wrw W 653H Dann 952�700 . 957-8294606 4. SITE DEMOLITION LEGEND: SAWCUT \(� l CURB REMOVAL REMOVE PAVEMENT/SIDEWALK TREE PROTEC ON (SEE DETAIL) SITE FEATURE PROTECTION (LIGHT. SIGN. ETC.) r - OO•\�-'�. 2"� •.i ///a�� \ t .}- TREE REMOVAL czP OL ly � � - / � •�•.. � \ � DRAWING SCALE 0 10 20 40 IN FEET) ,y ( V G Jai - Com\ � � __ �� C N�•+'• \ \ \177 NY- ' \\ ✓ �/ � B' \\cX k � • O /iii b 10 OWNER'S CONTACT INFORMATION " (�( �1 2Q �S 4 e�� ' •\� • - i� ' / O� BONGARDS CREAMERIESAs CHRIS FREEMAN, CFO /-p, 18681 LAKE DRIVE EAST 1 CHANHASSEN, MN 55317 952-466-3552 chr;sfAboOgards.com /CSS. G •. '�// STATE LWh. b HOURS BEFORE "CAVATNG OR DEMOl15HMG BULDNGS, CALL 811 FOR "D.D LOCATION OF UNWMOUND UTILITY LINES THIS SERVICE LOCATES n•- , i �� • ' ,.//\� / UTILITY OWNED LINES BUT NOT PRIVATE LIES. �� 2 THE LOCATIONS OF UNDERGROUND UryJ11ES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND WAVE NOT BEEN Know. What'sbelow. WDEPV40MY VERIFIED. THE EXACT LOCATION OF ALL O \ Q Call before You dig. MR6 (PUBLIC MUST BE DETERMINED \ �L \ / EROSION AND SEDIMENTATION CONTROL MEASURES: KEY NOTES o O SILT FENCE (SEE DETAIL EROS -2) a SILT FENCE Z J jINLET PROTECTION (SEE DETAIL EROS -5) ❑2 CONSTRUCTION MUD MATS Li CONCRETE WASHOUT AREA (SEE DETAIL EROS -6) ❑3 INLET PROTECTION z 0 CONCRETE WASHOUT GENERAL SITE DEMOLITION AND CLEARING NOTES: 1. CONTRACTOR SH41 COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES (STRUCTURES, CURBS WALKS, PAVEMENTS. UTILITIES. SIGNAGE FENCES. ETC) WHICH ARE TO REMAIN. REPAIR OR REPLACE, TO OWNER'S SATISFACTION, ANY DAMAGE TO EXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN, AT NO ADDITIONAL COST. 2. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PROJECT REPRESENTATIVE AND UTILITY OWNER. PUBLIC OR PRIVATE. CONTRACTOR TO PROVIDE TEMPORARY UTILRIES AS NECESSARY TO MAINTAIN BUILDING SERVICES 3- THE OWNER'S ACTIVITIES MAY CONTINUE DURING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH THE OWNER. 4. PRIOR TO STMT OF ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE IN PLACE. SEE EROSION CONTROL PLAN OR SWPPP FOR DETAILS 5. CONTRACTOR SHALL PRESERVE ALL VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE -SEEDING OR SOODNNG MEAS DISTURBED BY CONSTRUCTION. 8. CLEARLY IDENTIFY AND LABEL EACH TREE THAT IS TO REMAIN PRIOR TO STARTING SITE CLEARING- CONTACT OWNER'S PROJECT REPRESENTATIVE FOR SITE INSPECTION AFTER ALL TO REMAIN' TREES RAVE BEEN IDENTIFIED. TREES THAT ME TO BE PROTECTED SHALL HAVE TEMPORARY FENCING PLACED AT THE DRIP UNE AROUND EACH TREE. 7. STOCKPILE TOPSOIL FOR REUSE ON SITE VERIFY THE STRIPPED TOPSOIL MEETS SPECIFICATIONS FOR THE PROPOSED USE VERITY THE AMOUNT OF TOPSOIL NEEDED AND REMOVE EXCESS FROM SITE, 8. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER - 9. MATERIAL TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE ON-SfTE MAY BE REWIRED. 10. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL 11. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIR MEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MME EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES, CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS - 12. ALL TREES TO BE REMOVED SHALL BE CLEARED OUTSIDE THE MIGRATORY BIRD NESTING SEASON OR AFTER CONDUCTING A NESTING BIRO SURVEY. 13, CONSULT WITH ME U.S. FISH AND WILDLIFE SERVICE REGARDING THE NORTHERN LONG-EARED DAT PRIOR TO CLEARING ANY TREES - e b a o rlt� o O V Z r^ $a GENERAL PROJECT NOTES: v J a 1. BIDDER WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD WAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND REPORTS. AND ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REOUIRED PERMITS PRIOR TO STARTING WORK. 3. DUSTING TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY MPO DATED 2016. CONTACT ENGINEER RMMEDATELY IF ANY DISCREPANCIES ARE DISCOVERED. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PUN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS Of EXISTING UTILITIES. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 5. SEE GEOTECHNICAL REPORT COMPLETED BY NORTHERN TECHNOLOGIES DATED 10/10/2016 FOR SUBSURFACE INVESTIGATION INFORMATION MD LOCATION OF SOIL BORINGS- THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT WRING BIDDING. 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CRY AND ENGINEER PRIOR TO PLACEMENT. 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION MD TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 8. ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN CITY APPROVED WORKING HOURS. 9. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC 10. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AMD UTILITIES. TREE ROOTS AND OTHER EXISTING VEGETATION PRIOR TO FINAL VEGETATION OR OTHER STABILIZATION. GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY Of THE DEVICE- REPLACE DETERIORATED OR DAMAGED EROSION CONTROL DEVICES WITHIN 24 HOURS. 3. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTTATY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. 4. PROVIDE ADDITIONAL EROSION CONTROL. WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND SEOUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS, REMOVAL SHALL BE ON A DAILY BASIS THROUGHOUT THE DURATION OF THE CONSTRUCTION. 8. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAN, WIND AND RUNNING WATER WITHIN 7 DAYS. REPAIR ERODED AREAS IMMEDIATELY. T LOCATE SOI OR DIRT STOCKPILES CONTAINING MORE TWIN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS THAN 25 FEET FROM THE TOE OF THE RLE TO A ROADWAY OR DRAINAGE CH AANEL IF REMAINING FOR MORE THAN SEVEN DAYS. STABILIZE E TSTOCKPILES BY MULCHING. VEGETATIVE COVER, TARPS, OR OTHER MEMR S. CONTROL EROSION FROM ALL STOCKPILES BY ACING SILT FENCE BARRIERS AROUND THE PILES, 8. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST MANAGEMENT PRACTICES HANDBOOK: 'PROTECTING WATER QUALITY IN URBAN AREAS.' PUBLISHED BY THE MINNESOTA POLLUTION CONTROL AGENCY. 9. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. 10, PHASED CONSTRUCTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS. 11. EROSION CONTROL PLAN, RNWALL., AND POST RAINFALL INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. 12 CONTRACTOR SNAIL MAINTAIN ROCK ENTRANCE($) WRING CONSTRUCTKNN 13. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED INLET PROTECTION DEVICE CONTRACTOR SHALL CLEAN STORM SEWER SYSTEM OF SEDIMENT AND DEBRIS PRIOR TO COMPLETION. DRAWN BY SEG MGG DATE 11.18.2016 JOB NO, 1(10902 SHEET C1 Q Z J Q 2 O J z Z Z Oa >w>O W W LL F- LL rZ z W U J Z c w Q 0 a o w V°z cn (D < W Z Q Z�z �O zmb= U F-0 m ''^^ VJ W DRAWN BY SEG MGG DATE 11.18.2016 JOB NO, 1(10902 SHEET C1 1 G°ci4a / / rK / ted' 3 . DRAWING SCALE 0 10 20 40 0��`r 12 �la'e e=99 i / / ��o�R5.0 4 ❑ `\ 4 `Jv N° - i //- \Act �. '` ], .` (IN FEET) to\pr, `'_ R5.0 OO / / - // . ytet``l ;� ❑ \J ,•1 - .' Q.,i �// ire �° �/ 26.0 � \ y 'k, \ 18.018.0 �i ❑ y •. \ \ J -0 9.0 4 4r BUILDING �,,r � :'fl U •� 2i \ \ \`\ •"`moo BUILDING ADDmON 1 7,050 SF \\ ❑ FFE = 942.80 \ \ 9.0 d e ❑ 3 26 11 .\ �! 17.7. 8- iQ Ove O\ .r0 Lo-��.d �p \ � R31.0- I 40 lV (� `\ K�' 3fi .� -- Ecu - _ 1 ❑a 3 \f \/ ek `❑_ 'C-4 \ \ - raS � O VVV 12to ❑ C1/ 10 \ •�_. a O 28.2 `M4s \\\ ✓ //' 0 R2.3 15.7 ❑ I � . - .. `v/v-telvf� 12 15' 5 / Til V BAG � \� / j / /�O� • 9 / y / STATE LIAR: 48 HOURS BEFORE EXCAVATING OR \ \ DEYOIJSH�IG BULD&M. CAL 81 , FOR FIELD LOCATION OF UNDERGROUND CART' LINES. THIS SERVICE LOCATES Y/ / UTILITY OWNED UES Bur NOT PRIVATE LINES. THE LOCATIONS OF U10ERGROUN0 UTILITIES ARE SHOWN " N AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL elau1LRES (PUBLIC AND PRIVATO WAIST BE DETUKWMED ' eYW dig. BEFORE COMMENCING WORK. SIGNAGE AND MARKING NOTES: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN MUTCD. CURRENT VERSION. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST DETAILS AND SIGN DESIGNATION AND SIZE INFORMATION ACCESSIBLEPARKING SKNS SHALL BE PER MINNESOTA MUTED SIGN R7 -8M. VAN ACCESSIBLE PARKING SIGNS PER R7-8BP WHERE INDICATED AS VAN•, SEE ACCESSIBLE SIGN AND POST DETAIL. PROWDE i WIDE SOLID WHITE STRIPING IN PARKING AREAS. UNLESS NOTED OTHERWISE. PROVIDE PAVEMENT MARKINGS AND PANT SYMBOLS AT ACCESSIBLE PARKING SPACES PER MN MUTCD. ADA AND LOCAL CODE. GENERAL GEOMETRIC AND PAVING NOTES: CIVIL SITE LEGEND: Z O ACCESSIBLE PARKING STALL i SIGN 12 PARKING STALL COUNT U W Z Y CONCRETE CURB AND GUTTER cr L) m U BITUMINOUS PAVEMENT OCONCRETE WALK/PAVEMENT SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT WORK. CHECK ALL PLAN AND DETAIL DIMENSIONS. BUILDING AND PAVING SHALL BE WD OUT ON SITE BY A REGISTERED LAND SURVEYOR. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT, EXACT LOCATION AND DIMENSIONS OF STOOPS/EXITS. RAMPS AND TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. ALL PAVING DIMENSIONS ARE TO FLOW UNE OF CURB UNLESS NOTED OTHERWISE. THE FLOW UNE OF CURB IS ASSUMED TO BE 8 INCHES FROM THE BACK OF CURB. MEET REQUIREMENTS OF LOCK GOVERNING AUTHORITY FOR WORK WITHIN THE PUBLIC RIGHT OF WAY. INCLUDING TEMPORARY TRAFFIC CONTROL. A TRAFFIC CONTROL PLAN SKALL BE PROVIDED AND APPROVED BY THE CITY PRIOR TO BEGINNING WORK IN THE RIGHT OF WAY. ALL SIDEWALKS SWILL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THE MAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL BE 5.0% UNLESS OTHERWISE SHOWN ON THE DRAWINGS. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2X IN ACCESSIBLE PARKING AND LOADING AREAS. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT SAWCUT LINES, ALLOWING NO PONDING OF WATER AT JOINTS. PRONDE SMOOTH GRADE TRANSITION ACROSS NEW AND EXISTING JOINTS. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO PAVING. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ON BITUMINOUS PAVING. ❑1 BTRUMINOUS PAVEMENT (SEE DETAIL SITE -1) ❑2 CONCRETE SIDEWALK (SEE DETAIL SITE -6) �3 8612 CONCRETE CURB AND GUTTER (SEE DETAIL SITE -7) © 4• WHITE PARKING STRIPE, TYPICAL ❑S MATCH EXISTING CONCRETE CURB AND GUTTER © ACCESSIBLE PARKING STRIPING (SEE DETAIL SITE -46) �7 ACCESSIBLE PARKING SICK (SEE DETAIL SITE -36) ❑8 PROPOSED GUIDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, DOORS, RAMPS. TRUCK DOCKS, TRASH ENCLOSURE, AND PRECISE BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND FOOTINGS. O CONCRETE SPLASH PAD (SEE DETAIL GRAD -22) ,g 15• WIDE CONCRETE RIBBON CURB (SEE DETAIL SITE -8) 11 GRASS PAVE PARKING AREA (SEE DETAIL SITE -51) © 2 FOOT LONG CURB TAPER FROM 6• HEIGHT TO FLUSH (SEE DETAIL SITE -11) iQwu- 0 :..I 2 zcU0 vQlll m N w ; Q In ;So h�ac9wm V i SaOjp� >a'r0z0 o �3oa�w U >UOH.Ow W u Z. W f WWK2Oj SNOQO Z Z O Q< J a >1x W> W W 2�OZ w U W Z Y cr L) m U Q w a (n J a (DCDCD i Z c"Z z m00= 0 U U m DRAWN BY SEG MGC DATE 11 16 2D16 JOB NO I6M2 SHEET C2 oo 940 941 41.40. \ /il`-:,. oV �•� ��.^^� i . /i ,jR•� /, - 41.35 N DRAWING SCALE 0 10 20 40 ,y0 (IN FEET) 56 't"' Hp *12 1O• ,41.49 41.55 / ,, � s'1' / •, ` 9f� � \ \ \ 1. D 947 42-0 ° \a\// 42-W 42.05,: ,'Opp' �� `'•`\\ 42.65 i \ 41 k i \ ME / \ 42.90 ME 19 42.804230 - � \ \ co \ - H.0 \ 0 42.30 BUILDING ADDITION ` \�° ° 7.050 SF \ J .o FFE 942.80 Ip 37.40 \ j\ \\ \ �; 'A 40.70 \ is /ry AY�Q c°t(\?' 26..8• OCk <sa�`e` \\ W �. V- .61 tri SE,1 40A 4410' 40.10 eA \ _ •. i syr.--%-._.: ' 39.60 •,\ - Y- 393 ,act �� `-.` /• ,,,.. 40040A A c' \ \ - - cDj • / \ \ 40,W r / T / / 4 /•.� / /� iQ / 41.70 41.90 41.90 3v ci/ `99 16, STATE U16F. 49 NglNNS BEFORE E%GVATIIG OR • DEMOUSHM BUI DINIM CALL 611 FOR FIELD LOCATION \7�\ / i •l, 1 Of UNDERGROUNDLRIRY LIES. THIS SERVICE LOCATES -. \\11 UTILITY OWNED LIES MR NOT PRIW IE LIMM THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOW IN AN MPRIMMTE WAY ONLY AO WILE NOT BEEN- K1L/W Wlhli's b@IOW. INDEPENDENTLY VERIFIED . THE D TACT LOCATION OF ALL / Call e6rOF. .R.. UTILITIES (PUIOC AM PRIVATE) MUST IE DETERMINED BEFORE COMMIDICING. WOW_ /� A,�A'T - GENERAL GRADING AND DRAINAGE NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 2. CONTRACTOR SMALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT. FILL AND WASTE MATERIAL TO BE HANDLED. AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSURABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 3, CONTRACTOR SHALL STRIP. STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL. IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6' MINIMUM IN ALL DISTURBED MEAS TO BE LANDSCAPED - 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. S. REFER TO LANDSCAPE PVN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 6. MAINTAIN TEMPORARY PROTECTION MEASURES WRING CONSTRUCTION ACTVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. SEE CML SITE PLM FOR SITE LAYOUT. 8- PROPOSED CONTOURS AND SPOT ELEVATIONS ME TO FINISHED SURFACE GRADE. 9. SPOT ELEVATORS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW UNE. SPOT ELEVATION SHOWN FOR TOP OF CURB ME LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE EOF REFERS TO EMERGENCY OVERFLOW ELEVATION. TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES, 11, NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 12. UNIFORMALLY GRADE MEAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ME SHOWN OR BETWED4 SUCH POINTS AND EXISTING GRADES. 13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATONS IN A MANNER TO MINIMIZE THE POTENTAL FOR EROSION. GRADING LEGEND: O ® ? MANHOLE/CATCHBASIN - 942 MINOR CONTOUR ELEVATION -945- MANOR CONTOUR ELEVATION >> - STORM SEWER MW W, TIP OUT GUTTER 0- ME MATCH EXISTING 042.35 SPOT ELEVATIONS 2.GX SLOPE/GRADE -III- O2pT' Z m N N 3O< MOW" QQ W y 0 H Z 2 4 U 0 Z] o rr 'F w;: cc w;: cc i Wz�wr W W C'Oj 2:yO�V DRAWN BY SEG CHECKED BY MGC DATE 11.16 2016 JOB NO. 160902 SHEET C3 z J ° z Q a� Ir>' 0w MW W, Z w z Y Q U Q co W d Co Z Q OUIr Q f�1 Vz az�Z m 00 = W0 U � m ��/ VJ DRAWN BY SEG CHECKED BY MGC DATE 11.16 2016 JOB NO. 160902 SHEET C3 KMH6W WMI's bBlOYlI. Call bdmI YOU dig. Q f ' All Q 10• I �v • Tit y j DRNHTIL COa / SEE DETAIL GRAD5 1.3 rT E�936.70 cp / C /:/ -A\act}g 5QJ• OOy 10" TEE 3 10• CROSS DNM THROUGH BUILDING WALL i REfEIf m MECHOSCAL PLUMBING6, PDR INTER NAL DRAW ROUTING. CONCRETE EUV -942-65 10" TEE \ / ' BUILDING ADDITION Ci�v9• Cr1 \ \ C�S`'ct01 �0 \\ A \ c^ \ c \ �\4 y A d \ o' N STATE LAW: 48 HOURS BEFORE EXCAVATING OR \ DEMOLISHING BUILDINGS, CALL 811 FOR FEUD LOCATION OF UNDERGROUND UTLf1Y LINES. THIS SERVICE LOCATES URLTIY OWNED LIVES BUT NOT PRIVATE LINES, y THE LOCATIONS OF UNDERGROUND UTLRES ARE SHOWN IN AN APPROXIMATE VERIFIED WAY ONLY EANDXACT RAW NOT OF A - \ INDEPENDENTLY VERIiIED. THE EXACT LACATION OF ALL UTILITIES (PUBLIC AND PRIMATE) MUST BE DETERMINED BEFORE COMMENCING WORM. F . CONNECT TO EXISTING MANHOLE WITH A SOIL TIGHT SEAL AT IE -933.0 MH 2 (b"F, R-1733) SEE DETAIL GRAD -16 RE -941.50 TOP OF WEIR wALL-937.70 8"I ORIFICE IN WEIR WALL -936.70 IE:936.70 (SE) \ IE�933,96 (NE) 6I12-STORAGE NDSTO S BMP 6,125 SF MINIMUM AREA E (10" PERFORATED DRAIN AT OUTLET) - 936.70 r ROCK BASE 4" ROCK COVER SEE DETAIL GRAD -STM 7 DRAWING SCALE 0 10 20 40 (IN FEET) ROCK Fu TRATION / - V ADJUST EXISTING STRUCTURE TO \ . 4=TSS_LI ALIGN WITH NEW CURB AND CUTTER. \ RE -939.60 \ \ E - 937.50 (4) \ E . 934.6 (VERIFY) \ PJC AT 2.50E /. 4• CLEANOUT, . / - E-938.25 80 LF-{• PEWORATED PVC AT 2.3?X GRASS PAVER CELL SEE DETAIL SIZE -51 / y s :9 SITE UTILITY LEGEND: Q®® MANHOLE/CATCHSaSIN (SEE DETAILS) »- STORM SEWER OSTORM WATER MANAGEMENT BMP (SEE DETAIL) GENERAL UTILITY NOTES: 1. CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UrLMES AFFECTED BY SITE IMPROVEMENTS. INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY CDMPANYS FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2- UTILITY DISCONNECTIONS. REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAfTAINED TO ALL BUILDING FACILITIES. 3, REFER TO SITE DEMOLITION PLAN FOR UMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UDLITY SERVICES, VERIFY PIPE SIZES. LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS- COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SMALL MEET THE REQUIREMENTS OF THE LOCK GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER. SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY. INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SMALL BE INSPECTED AND APPROVED BY THE CITY. THE Cftt SMALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING- CONTRACTOR SWILL NOT OPERATE. INTERFERE WITH. CONNECT ANY PIPE OR HOSE M. OR TAP ANY WATER MAN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE F43PONSIORM OF THE CONTRACTOR. 7. WATERMA1N SWILL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE• CATCMBASIN, STORM SEWER, SANITARY SEWER. DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SMALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. 8. SHOULD WATER SERVICE CONFLICT WITH OTHER UDLMES. DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMLAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 9. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE- 10. RADE10. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 11. STORM SEWER RPE SMALL DE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOIA RPE DIAMETERS 21• AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER RPE IF ALLOWED BY THE CITY. HOPE STORM RPE SMALL MEET REQUIREMENTS OF AASHTO N294, TYPE S WITH WATERTIGHTCONNECTONS AND BE INSTALLED IN ACCORDANCE WITH THE RPE MANUFACTURER'S INSTALLATION GUIDELINES. AND DRAIN LEADERS SWILL BE PVC. SCHEDULE 40. 12. A I SEWER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS. 13, REFER TO ARCHITECTURAL AND MECHANICAL PLAINS FOR ROOF DRAINS, FOUNDATION PERIMETER DRAINTLE AND FITTINGS/CONNECTIONS. -1- 16 w zop z z�>9. 3m�w3< n i a W KN~i/g0 'z Q a >:> o N a a p W N W N0."�2: X w w w o z <qd uUNjO� ~>S< CJ �' 0 < �OiwF UH<-Ef �N U z (L to Lml > U O I Z W m LL Z F W w 0 orgy o in �UOZOZ, O<O x Z SA11 z Z z Q o /^ CL 'z Q a >:> o X w w w o z 0 <wz_ Y 0 —� U z (L to Lml w 0 orgy o in x Z z W ? m co = O U 5 m DRAWN BY SEG MGL DATE 11.162011 JOB NO 1609M SHEET C4 s -V AX 10' MA% OMP-tNE (VANES) FEICE LOCATION (CYTS OF CMTVA" ROOT ZONE) RADIUS - I FOOT PER INCH OF TRUCK DIAMETER 2' SGIARE SIARPEED WOOD POST a 6' MAX. SPACING OR MEET CITY REOLUIEAENTS APPROVED GEOTE(36. Oc N) (36' WIDTH) RIC LAY FABRIC N TRENCH �• MM LENGTH :,WAP M,L O Hsu -Ca;4Y Lab OJCO a N'Y / FABRIC SECURELY POST FASTENED Posy altl ORANGE cRAOE CONSTRUCTION iENCE 6 BNXII OVER TIE IOP OF FABRIC k COMPACT TIE SOE 6" 2.• YHR OR MACHINE SLICE B"-12' 5•-O' DEEP (PLUS 6- FLAP) °EFTA WMI I. POST SPACING SCALL NOT E%GEED 6 FEST 2. CEOTE%TRF FABRIC SMALL BE "MRM' TYPE OR APPROVED EQUAL 3. TROCH SHALL BE A MN. OF 6 INCHES DEEP BY 6 INCHES WIDE 1. MACHINE SLICED METHOD IS ACCEPTABLE EROS -2 I SILT FENCE ---- --)T ZONE NOT TO SCALE CAB RAW OR RUSH RIBBON CURB WITH MANONG PANELS H- (SEE PLAN AND DETAILS) TREE PROTECTION FENCE DEMO -1 I TREE PROTECTION NOT TO SCALE 1• WOE STRIPE OYP.) -ARIES V SEE PUN5 MpMMTDNAL ACCESS" Of MAMOING ANO PARIONG NO PARKING 1M1IONG I, ACCESS P ' ... CENTER- CENTER 2' WEAR COURSE TYPE SPWEA3W PER MNDOT 2.160 (D ACCESS AISLE SMALL EXTEND THE FULL LENGTH OF THE PARKING SPACE R SERVES 2' MON-REM COURSE TYPE SPAWB]JOB PER MNDOT 2360 SITE -46 I ACCESSIBLE PARKING PAVEMENT MARKINGS TACK COAT PER MNOOT 2357 NOT TO SCALE 8' CUSS 5 AGGREGATE BASE PER MNCKTTAN 3130. PROCTOR ED TO AT LEAS! 100% STANDARD PROCTOR TENSITY N COMPACTED SUBGRADE- PROOF ROLL PER SPECOCATIONS SCARIFY AND RECOMPACT UPPER 12' OF SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY AS NECESSARY TO ACHIEVE COMPACTION, AS NOVATED IN THE GEOTECH REPORT OR AS DIRECTED BY THE ON-STE TESTING FIRM SITE -1 I BITUMINOUS PAVEMENT NOT TO SCALE BUILDING PLAN VIEW V 1-C 1' SECTION GRAD -221 SPLASF ■ CENTER PAD ON ROOF DRAM mrAclm aI,vAAAR 1r1� r rHNx }- sOA MTE91 ANMAA110N AG IN vm a�`"AArLm �� 1Y -{� •Ho F+E Fwc . Lx X �� oYrAu TM' MGAw05 MYIIS I. zvbt s[VER ARK 9.ML NAY 1YrEIH DONT aNn TDMA 10 LAM -Y r11or CINTEIWs( (N v.1G ANE UTIL-10 I WATER PIPEISTORM SEWER CROSSING NOT TO sc L =E'- THREAD LRLE-THREAD BASIN FAME �- AR IMMNIYRr - i 1 _ �'� Itis NNr� ti oN Orli VIER NW r - . EYH6 � rM GTCHB., J- - BIIMYAM Ass tlDIIi 1. DEYKF6 $HALL BE SIZED TO RT CATCH BASIN OPENING AND SMALL BE "ASTEHAD ACCORDING TR - cal SYRi 00AE TO WAHAF.R.ANS NST,UC,ONS d 1i11I adn2. THE SEAMS EMIL HAVE A CERTIFIED AYRACE WIDE TCM STREAGIH RR ASTM 0-.68. AS iZc FOU oe6 IMGULM FLOW - 165 LBs]VNON NM Ra - 11.6 lffi/PROH r .1 mcW-c.1WnR.a Ic.--: EROS -61 CONCRETE WASHOUT ]' NH0� GUTTER GATOR A' Groesrs W1 wm BONES. NOT TO SCALE 3/0' STEEL PUTE AT TOP. EROS -51 SILT SACK INLET PROTECTION $LOPE DOWN, WELD AL $IDES Norm SCALE NTERMATIOIAL SYMBOL OF GRAD -151 STORM SEWER TOP SLAB BASIN NOT TO SCALE SKIN SHALL BE CENTERED AT THE HEAD OF THE PARKING SPACE NOA1171. SEE PLANS FOR CASTING TYPE MANHOLE STEPS. NEE71W R-IYI-J OR EON. - CATCH BASIN GRATE a FRAME WITH UACHNED a$ t o No PLACED A MAXMLM 8 FEET FROM THE HEAD OF THE PARKING SPACEMRA SCARING SURFACES AND TWO CONCEALED PIC( HOLE PERFORATED SITUATIONS. SDN WITH LECTION G PER 2' AELUSTING RNGS (2 YIN., l MAX.) z O E FU.L BED OF MORTAR BETWEEN RINGS AND t MORTAR OUTSIDE OF RINGS ICC/ANS A117.1, SECTION 703. WHITE LEGEND AND WPM ON PRECAST REINFORCE D CONCRETE MANHOLE f- zr VANI,S 12 -ti (2 MIM_ 1 MAX) WIN FULL BED SLAB TVCKNESS. 6' FOR .2-b' dA, S' FOR 5A-102" DML PRECAST CONCRETE BASIN B •T i7 HYMN �1- 5• OR MANHOLE PER ASTIA TM C478 OF MOREM BETWEEN RINGS, ALL BUTTED JOINTS BETWEEN SECTIONS 6' X 12' VAN ACCESSIBLE 1•-0' SHALL HAVE '0" RING RUBBER CASKETS ARES y MANHO"E STEPS, NEENNI R -1981-J O 16' O.C. ON DOWNSTREAM SIDE SEE RA t-,/" SEE PLAN FOR RPE SIZE AMD INVERT 6' �p' GROUT AND SLOPE 2" PER R. E" POURED OR PRECAST CONCRETE BASE TS 1' X 1' X 375• STEEL TUBE.l-+�PREFOMEm YIN. SCAB NCKMESS 6' FOR UP TOti DEPTH. wCRFASE TwC10NE 5S T• FOR EVERY a 'ff PtAA OF DEPTH GREATER THAN 14* AND AREINFORCE WITH 6116'. 10/10 MESH. GRAD -151 STORM SEWER TOP SLAB BASIN NOT TO SCALE SKIN SHALL BE CENTERED AT THE HEAD OF THE PARKING SPACE NOA1171. ACCESSYl.Tf PER ICC/ANSI SECTION 701.6.3.1 MANHOLE STEPS. NEE71W R-IYI-J OR EON. - NEFAa CASTING. SEE PLANS a$ t o No PLACED A MAXMLM 8 FEET FROM THE HEAD OF THE PARKING SPACEMRA 2' PERFORATED SITUATIONS. SDN WITH LECTION G PER z O E 2' ADJUSTING RINGS t ICC/ANS A117.1, SECTION 703. WHITE LEGEND AND WPM ON AA (2 MIM_ 1 MAX) WIN FULL BED LUE BACKGROUND, FULLY •T i7 HYMN �1- 5• OF MOREM BETWEEN RINGS, IB' MINEFLFCTORIZED. 6' X 12' VAN ACCESSIBLE 1•-0' 27'CASTING ANO ON OUTSIDE OF RINGSATrK PRECAST CONCRETE SECTION PER ASTM C478 t-,/" SIGNTO POST IF APPLICABLE. SEE %ANiMt LOGAlXHNS 16' O.GECCENTNC CONE TS 1' X 1' X 375• STEEL TUBE.l-+�PREFOMEm OISKET TYPE SEAL FILL WI111 CONCRETE FUND PAMW ERE CONCRETE OCCURS AT BASELAE 1-1/2" E%PALSUM MATERIA'��TI�Cwt REXBEVAIERTKi1r �CONNECTION UNLESS GROUTED HEKGNTOASKETED. (VANES) 10:1 SLOPE _ C01NrHECTHON A APPROVED , 1' LONG STUDS WELD AT OINfTR 2' 6' iPOINTS 8' ON CENTER - CONCRETE BASE (3.000 PSI) RO E REIIfOfLCING $IML BEA B'I MIAIIW OF A SINGE NAVE WIRE FABRIC rNVNIG AN Al OF HOT LESS THAN 0,12 SO. INCH PER 6•� � �IL 1S• 'I 1985: 1. ACCESSIBLE PARING SIGN SLNL CONFORM WITH AL CURRENT STATE AND LOCAL CODES AAO REGUUAr10NS SITE -36 I ACCESSIBLE SIGN AND STEEL POST NOT TO SCALE Au RAA DWEIOG6 GAO(/CUA ARC m FLOW LK a CURB B. FULL HEIGHT SLOPE ]/.' PEM Fool TO F 9p GFADE r R B1Q OF CURB FACE/CURB SCE n0 F - 1/2. 0.GUTTER/ VE 1/2• R RAL HEIGHT PYYJEM AND o IMSE SEE DETAILS r r CdKREIE 13_1/Y .rssrm.e e. I t.l SLOPE 6' 01 5 AGGREGATE BASE PER MNDOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY ZPER MOOT 311918 i SOL CORRECTION -,I GRAD -SWM I STORM WATER MANAGEMENT NOT TO SCALE OE1nH OF AGGREGATE BASE TO {' TC1 OEPM AT AOJAEMT PAYEI(Nr. COMPACT To 00% nArDY+D rYocrolM o"I CURB TYPE % Y 8612 12" 20' 8618 18' 26" M24 2/" 32" NQIES T DEECMA OF TAN's" 4 CATTIER ELOPE TO WATCH DRECTW OP ADJACENT PAVE FLT SLOPE 2 PROVIDE TOOLED OR SAMA OpMTRACTICK JDHTi AT 10' SPAGMC EAPAHSOM JOINTS AT 60' ._MUM SPACING CONSTRUCT CURB AND ATTER PER MWOOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SCALE A' 01 PORTLAND CEMENT CONCRETE (P.CC) 1'0 -ASS 5 AGGREGATE (1001[ CRUSHED) BASE PER MNDOT 3136. COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY COMPACTED NOTES S'uBGRADE PER I SXIEWAKS TO HAVE 2% MApMUY CROSS SPECIFICATIONS ROPE UNLESS INC ATED OTHERWISE SITE -6 SIDEWALK SIDEWALK NOT TO SCALE OF HEIGHT. CONCRETE MEN wK1 ROM 10 PRECAST CONCRETE BASE I EINFORCING SHAIL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 S0. NCH PER FOOT OF HEIGHT. 2. FOR MANHOLES a' DEEP OR GREATER, ME SECTION IMMEDIATELY BELOW ME CONE SHALL BE 1'-i (is-). J- PROVIDE STEPS AS NDHCATED ON MANHOLES 1.5• DEEP AND GREATER. GRAD -161 STORM SEWER ECCENTRIC CONE BASIN NOT TO SLUE CURB TAPER LENGTH (SEE PANS) 1 BEGN CURB TAPER EMD AIRS TAPER I I CONCRETE CURB ANO GUTTER CURB FULL HEIGHT ,, F PLAN NEW CRETE GUTTER SECTION OR BEGIN CURD TAPER CPAAVVEMENT SECTION WHICH CAB TAPER HAS WATCHED INTO ENO CURB TAPER FINISHED GRADE ACCEPTABLE ON SITE SOIL lY IF_MAX. LFT (PRIOR TO COMPACTION) I- SLOPE PER O.Sx O STANOAR05 - Nom••: f N:•�•:•: • a$ t o No GRAHAM BACKFILL PER - SPECIFICATIONS. SEE NOTE 1 FOR � PERFORATED SITUATIONS. 3 z O E t AA •T i7 HYMN �1- X '914 6' 01 5 AGGREGATE BASE PER MNDOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY ZPER MOOT 311918 i SOL CORRECTION -,I GRAD -SWM I STORM WATER MANAGEMENT NOT TO SCALE OE1nH OF AGGREGATE BASE TO {' TC1 OEPM AT AOJAEMT PAYEI(Nr. COMPACT To 00% nArDY+D rYocrolM o"I CURB TYPE % Y 8612 12" 20' 8618 18' 26" M24 2/" 32" NQIES T DEECMA OF TAN's" 4 CATTIER ELOPE TO WATCH DRECTW OP ADJACENT PAVE FLT SLOPE 2 PROVIDE TOOLED OR SAMA OpMTRACTICK JDHTi AT 10' SPAGMC EAPAHSOM JOINTS AT 60' ._MUM SPACING CONSTRUCT CURB AND ATTER PER MWOOT 2531 SITE -7 I B6 STYLE CURB AND GUTTER NOT TO SCALE A' 01 PORTLAND CEMENT CONCRETE (P.CC) 1'0 -ASS 5 AGGREGATE (1001[ CRUSHED) BASE PER MNDOT 3136. COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY COMPACTED NOTES S'uBGRADE PER I SXIEWAKS TO HAVE 2% MApMUY CROSS SPECIFICATIONS ROPE UNLESS INC ATED OTHERWISE SITE -6 SIDEWALK SIDEWALK NOT TO SCALE OF HEIGHT. CONCRETE MEN wK1 ROM 10 PRECAST CONCRETE BASE I EINFORCING SHAIL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 S0. NCH PER FOOT OF HEIGHT. 2. FOR MANHOLES a' DEEP OR GREATER, ME SECTION IMMEDIATELY BELOW ME CONE SHALL BE 1'-i (is-). J- PROVIDE STEPS AS NDHCATED ON MANHOLES 1.5• DEEP AND GREATER. GRAD -161 STORM SEWER ECCENTRIC CONE BASIN NOT TO SLUE CURB TAPER LENGTH (SEE PANS) 1 BEGN CURB TAPER EMD AIRS TAPER I I CONCRETE CURB ANO GUTTER CURB FULL HEIGHT ,, F PLAN NEW CRETE GUTTER SECTION OR BEGIN CURD TAPER CPAAVVEMENT SECTION WHICH CAB TAPER HAS WATCHED INTO ENO CURB TAPER FINISHED GRADE ACCEPTABLE ON SITE SOIL lY IF_MAX. LFT (PRIOR TO COMPACTION) I- SLOPE PER O.Sx O STANOAR05 - HAND PLACED ANO TAMPED a$ t o No GRAHAM BACKFILL PER - SPECIFICATIONS. SEE NOTE 1 FOR � PERFORATED SITUATIONS. �J GRANULAR SEMNG PER SPECIFICATIONS V yIES UNDISTURBED 500. YIN. TRENCH TOOTH PER MANUFACTURER BngsL 1. BACKFILL SIAL BE COMPACTED TO AT LEAST 9o% STANDARD PROCTOR OENSItt N LANDSCAPED AREAS 100% N TOP T OF SUBGRADE N PAVED AREAS OR ONN 5 FEET OF STRUCTIAW; 95% BELOW THE TOP r OF SUBGRADE 2 GiARILAR BEDDING DEPTH SMALL BE MN. /' FOR PETE SIZES 1-24'; 6' FOR PIPE SIZES 30' AND GREATER 1 FOR ALL PERFORATED PPE, WRI Y -r WASED GRANULAR BACKO L ON A TYPE 5 NOM -•OVEN GEOTEXTRE FABRIC PER MN/DOT 3373. GRAD -26 1 RCP, PVC, & CPEP PIPE BEDDING NOT TO SCALE CONCRETE RIBBON OIRS- FINISHED GRADE, SLOPE PER GRADING PLM SEE PANS % / IS' PAVEMENT AND BASE. SEE PAVING DETAILS I CONCRETE is e a 3' ��C2 EELE�7VAE lQN 6' Me+oNr. holLs I_ FLAIL VERTICAL HEIGHT OF CNB IS AS9AED TO BE 6 INCHES AT 6' CUSS 5 AGGREGATE BASE BEGINNING G CURB TAPER AND 0 INCHES AT END OF TAPER PER MNDOT 3136, COMPACTED UNLESS NOTED OTHERWISE TO AT LEAST 100% SITE -11 CURB TAPER STANDARD PROCTOR DENSITY NOT TO SCALE 1. SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT POPE 2- PROVIDE TOOLED OR SAWN CONTRACTION JOMTS AT 10 SPACING. CastellatKul6 for T aCbW & Root Gmh EXPANSION JCNTS AT 60• MA%MUM SPACING PeHforat6d Cell WHIZ For Rhaomatots Rod Growth 3. CONSTRUCT CURB AND GUTTER HATH MNDOT 253• TraI Nodule SITE -8 I CONCRETE RIBBON CURB rE-I Ring Tor Sna,-FR Conde Dons NOT TO SCALE Snap -F6 Loci ng Clip NNegrateo Ground Spike 1 9 7 , 1f MN Grass paver -its fi.ed A+iv.t 0.2" of the surfs a Wim 60 AC r tz- Grass paver ceiLs then seeded o. s Oed an fen sized 0 0 0 0 0 0 - - - - _L BsddiOg Layer T Dace mnsadated 7.. _ 60:40 rootzorM 0 0 0 o O O N O PERFORATED RAD SSPE A T WITH SURFACE GRADE O O O O 0 0 i tr W 21' DEPTH MINIMUM TYPE 1 GEOTE%DLE FABRIC. Y YM OI 0 O O 0 0 0 PER MOOT 1111 COARSE FILTER AGGREGATE PER MAI 3119.2H 0 0 0 0 0 o Ex,stiN Subgrade 0 0 0 0 0 SITE -51 GRASS PAVER CELL CELL HOT TO SCA F Oi >�WO Z m N W 3: < QQ H N � Uiuw S a� w F W (1)Jlt =aVjO� c <�<cLL3o .w 'z' � .1 �Of GAF OF- K<a N 1 <w,C I u Z Y U O Z Z S w Or w K 2 =NO <V a II J~ a �>o Q W In LL Z W W Z_ w Y U x 2 0 z W < �gu, J z < O a Q (D O = Z m GO 2 U ED ED DRAWN BY SEG CHECKED BY MGI DATE 11 18 2016 JOB NO 160902 SHEET C5 O m � a$ t o No � 3 z O E t Oi >�WO Z m N W 3: < QQ H N � Uiuw S a� w F W (1)Jlt =aVjO� c <�<cLL3o .w 'z' � .1 �Of GAF OF- K<a N 1 <w,C I u Z Y U O Z Z S w Or w K 2 =NO <V a II J~ a �>o Q W In LL Z W W Z_ w Y U x 2 0 z W < �gu, J z < O a Q (D O = Z m GO 2 U ED ED DRAWN BY SEG CHECKED BY MGI DATE 11 18 2016 JOB NO 160902 SHEET C5 4M�R1N ID Cannon Namf Scientific Namur SMNom' - WIAM 2- CONTRACTOR SMALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE (6) S1 PLANTING NOTES OF UNDERGROUND UTILITY UNES. THIS SERVICE LOCATES DESIGN OR INTENT OF THEUYIX1T. 5" TALL STEEL NURSERYMAN. UTILITY OWNED LINES BUT NOT PRIVATE LINES. 3. CONTRACTOR SMALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED, TREES SHALL ALSO BE FREE OF ANY DEFECTS. DISEASES. SUNSCALD INJURIES, ABRASIONS, INSECT EGGS. BORERS AND ALL FORMS OF INFESTATION, ALL NEW THE LOCATIONS OF UNDERGROUND LEELMES ARE SHOWN 4. CONTRACTOR SMALL PROTECT EXISTING ROADS. CURBS/GUTTERS- WALKWAYS. TREES. LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. EDGING, SEE PLAN 3 TT A,4Ann BMu M+PN Acar r Ass•aa•r JbaaryRs? r0 BBB 50' JS 3 TZ Apob MayA AF.r as Arun Br•a8 Cda' 2• d- BBB 25 1O 3 T3 SPmg 5•w C•a6aIWIa MaAu $pag Srw' 3d- B&B 25' 15' 16 T4 BIWA WN Spr w Pw gla- Wnsay IT W BAB JS 2T SOD NOTES \ - 9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. , A - .- OTHER EXISTING VEGETATION TO REMAIN. 0 CF1 2. FOR ALL DECOMPACTED AREAS. EVENLY SPREAD A 6- DEEP LAYER OF TOPSOIL BORROW (MNDOT SPEC. 3877-8) AND THEN INSTAL LAWN SOD (MNDOT SHRUBS 126 S1 OwaH Burn Ha,Wyy,rAM DNrnaa lo•vcara aS mM. J 3- 43 43 S2 TawKon Yaw Tarus r matlu Twill' a7 cool 3' r PERENNIALS 38 1 P1 Kan FoarMar Gays CaWrM9- r a -f. 1W F -r aJ mol 4' 7 / t 5" TALL STEEL EDGING LAWN SOD -- BUILDING ADDITION (43) S2 7,050 SF FFE = 942.80 (24) S1 --t(11) AP1 (9) Pt (12) P1 a 11L., > - �(4) S1 10. CONSTRUCTION MATERIALS, STOCKPILES, EQUIPMENT. AND VEHICLES SMALL NOT BE STORED OR OPERATED ON NRF BOULEVARDS. 1 S RUB PLANTING DETAIL r. w Ru NOTE' I. CONTRACTOR SHALL INSPECT THE SITE ANDBECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK, (3) T2 IRRIG TON NOTES STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL SIT FOR FIELD LOCATION 2- CONTRACTOR SMALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE (6) S1 PLANTING NOTES OF UNDERGROUND UTILITY UNES. THIS SERVICE LOCATES DESIGN OR INTENT OF THEUYIX1T. 5" TALL STEEL NURSERYMAN. UTILITY OWNED LINES BUT NOT PRIVATE LINES. 3. CONTRACTOR SMALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED, `•� SHALL ALSO BE FREE OF ANY DEFECTS. DISEASES. SUNSCALD INJURIES, ABRASIONS, INSECT EGGS. BORERS AND ALL FORMS OF INFESTATION, ALL NEW THE LOCATIONS OF UNDERGROUND LEELMES ARE SHOWN 4. CONTRACTOR SMALL PROTECT EXISTING ROADS. CURBS/GUTTERS- WALKWAYS. TREES. LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. EDGING, SEE PLAN Know Whars below. AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INVERIFIED- THE EXACT LOCATION OF ALL DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER - Call before dl UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED 5. CONTRACTOR SWILL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR 16) T4 W . 1' 9 BEFORE COMMENCING WORK. SAME BEFORE CONSTRUCTION BEGINS. - 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERWS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO L� (6) S1 6. CONTRACTOR SHALL COORDINATE THE PK5ES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. G e. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) AFTER PLANTING INSTALLATION IS COMPLETE IN ALL PLAITING BEDS FOLLOWED BY N 7. EXISTING CONTOURS, UTILITIES. VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. /(2) T1 9. INSTALL 3' DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PLANT STEMS SHOULD NOT 8. CONTRACTOR SHALL REVIEW ME SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABUSHMENT, SURVIVAL OR - 10. THOROUGHLY WATERA-L PLANTS IMMEDIATELY AFTER INSTALLATION IS COMPLETE. THEN WATER PLANTS EVERY OTHER DAY FOR THE FIRST THIRTY (30) (6) S1 WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK - -`9 SOD NOTES \ - 9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. --t(11) AP1 (9) Pt (12) P1 a 11L., > - �(4) S1 10. CONSTRUCTION MATERIALS, STOCKPILES, EQUIPMENT. AND VEHICLES SMALL NOT BE STORED OR OPERATED ON NRF BOULEVARDS. 1 S RUB PLANTING DETAIL 11 THE REMOVAL PRUNING. AND/OR PLANTING OF TREES ON THE PUBLIC BOULEVARD REQUIRES A PERMIT FROM THE CITY FORESTER (651-632-5129). (3) T2 IRRIG TON NOTES (6) S1 1. CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESK,'N1/PUNS FOR RENEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. (6) S1 PLANTING NOTES T., I. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE -AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OR 5" TALL STEEL NURSERYMAN. .\ \ EDGING 2. ALL PUNTS SHALL BE TRUE TO TYPE. HAVE NORMAL AND WELL DEVELOPED BRANCHES ANO HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALL PUNTS `•� SHALL ALSO BE FREE OF ANY DEFECTS. DISEASES. SUNSCALD INJURIES, ABRASIONS, INSECT EGGS. BORERS AND ALL FORMS OF INFESTATION, ALL NEW \ DRAWING SCALE PLANTS SHALL BE NURSERY GROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA EDGING, SEE PLAN 0 10 20 40 3. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL (6) S1 4. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA - 5. INSTALL PLANT MATERIALS PER PLANTING DETAILS INCLUDING A 1:1:1 PLANTING SOIL BLEND OF 1 PART WASHED SAND (MNDOT SPEC. 3149-82). 1 PART _ (IN FEET) COMPOST (MNDOT SPEC. 3890 GRADE 2) AND I PART TOPSOIL (MNOOT SPEC. 3677-8). \ \_ 6. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE a: SIZE SMALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. \� ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. - 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERWS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO L� (6) S1 ADJUSTMENT OF ANY PLANTS. G e. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) AFTER PLANTING INSTALLATION IS COMPLETE IN ALL PLAITING BEDS FOLLOWED BY \ (� SHREDDED HARDWOOD MULCH. \ \ (3) T3 9. INSTALL 3' DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH. - 10. THOROUGHLY WATERA-L PLANTS IMMEDIATELY AFTER INSTALLATION IS COMPLETE. THEN WATER PLANTS EVERY OTHER DAY FOR THE FIRST THIRTY (30) (6) S1 DAYS FOLLOWING THE INSTALLATION. -`9 SOD NOTES \ - 1. BEFORE INSTALLING SOD. DECOMPACT THE DISTURBED SOILS BY RIPPING TO 18 INCHES DEEP WHILE TAKING CARE TO AVOID UTILRES. TREE R007S AND , A - .- OTHER EXISTING VEGETATION TO REMAIN. 0 CF1 2. FOR ALL DECOMPACTED AREAS. EVENLY SPREAD A 6- DEEP LAYER OF TOPSOIL BORROW (MNDOT SPEC. 3877-8) AND THEN INSTAL LAWN SOD (MNDOT 7. 2 1 S RUB PLANTING DETAIL SPEC. 3878) AND SECURE THE SOD IN PUCE USING 5 -INCH LONG BIODEGRADABLE ll_ STAPLES AT MINIMUM 5 STAPLES PER ROLL OF SOD. SEE PLAN ' (6) S1 3. WATER SOD DAILY FOR ME FIRST 30 DAYS AFTER INSTALLATION EXCEPT ON DAYS THAT RECEIVE AT LEAST 0.25 INCHES OF RAINFALL aayYY� '. T., MANTFNANCF_ NOTA 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR -SPREAD ONCE IN CONTACT WITH PLANT STEM_ 0 F AFTER SNOWMELT (APRIL OR EARLY MAY) AND ONCE MORE IN MID SUMMER (UTE JULY OR EARLY AUGUST). SPREAD THE PREEN BY HAND. 0./\ '\ . 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLAITING BEDS ONCE EVERY TWO (2) YEARS - PUCE A 1 -INCH LIVER OF MULCH ABOVE EDGING, SEE PLAN DO NOT PLACE MULCH IN CONTACT TREE TRUNK. a-•� EXISTING MULCH TO EVENLY COVER THE PLANTING BEDS - `T' WITH _ 3. TRIM AND MAINTAIN ALL PUNTS/SEED/TURF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS, HAVE ROOTS HAND LOOSENED 4' BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTHY CONDITIONS. % / EDGE CONDITION \\ PREPARE SOIL FOR LANDSCAPE DESIGNER CONTACT \ EMIRS BED WITH SPADE BY RAW THE ENTIRE BED _ r / / TO BIND WITH PUNTING SOL MITCHELL COOKAS, ASLA / •'•.'. "•,- / �_o (13) S1 \ -\ l PERENNIAL PLANTING DETAIL �� - • r �` 3' MULCH. W NOT PLACE MULCH IN CONTACT WITH SHRUB STEM OFFICE: 651-294-0038 CELL: 952-451-5733 MIL FFR.'` -'•,,i , A - .- 12,z.,�, ,�� APPLICATION OF PRE -EMERGENT HERBICIDE E-MAIL: mcookas®solutionblue.com 7. PREPARE SOIL FOR 2 1 S RUB PLANTING DETAIL \ SEE PLAN ' PREPARE SOIL FOR 2 1 S RUB PLANTING DETAIL THE ENTIRE BED SEE PLAN ' 5" TALL STEEL I 3' MULCH. DO NOT PUCE MULCH \ T., 6',r. `r-� IN CONTACT WITH PLANT STEM_ 0 F IIN.I� "SEE PIAN '' EDGE CONDITION VARIES, SEE PUN HAVE ROOTS HAND LOOSENED . ' EDGING, SEE PLAN DO NOT PLACE MULCH IN CONTACT TREE TRUNK. a-•� 1:1:1 PLANTING BLEND FOR SHRUBS CONTAINER GROWN MATERIAL %WALL WITH _ MIN. 4' DEEPER THAN ROOT BALL --SCARIFY D AND Y OF D WITH SPADE ADE BRAND ENTIRE BEEW TO BIND MYTH PUNTING SOIL I HAVE ROOTS HAND LOOSENED 4' BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL ` UNDtSTuRBED SUBGRADE y -1:1 1 PLANTING SOIL FOR PERENNIALS EDGE CONDITION - SCARIFY SIDES AND BOTTOM OF \ EMIRS BED WITH SPADE BY RAW LARGER) SET MAN ORDER ROOT I' HIGHER THAN TO BIND WITH PUNTING SOL UNDISTURBED SUBGRADE \ l PERENNIAL PLANTING DETAIL l Nib S,T H 2 1 S RUB PLANTING DETAIL MI SEE PLAN EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN 5" TALL STEEL I "TS Z W Z Y (L aQEn Q Z o T., CONTAINER GROWN MATERIAL SHALL a 0 F _ = HAVE ROOTS HAND LOOSENED TI _ (1) T1 ' REMOVE BURLAP, DO NOT PLACE MULCH IN CONTACT TREE TRUNK. a-•� 1:1:1 PLANTING BLEND FOR SHRUBS _ (10) S1 . WITH _ MIN. 4' DEEPER THAN ROOT BALL --SCARIFY D AND Y OF D WITH SPADE ADE BRAND ENTIRE BEEW TO BIND MYTH PUNTING SOIL I _ 4' BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL ` UNDtSTuRBED SUBGRADE y (37) S1 2 1 S RUB PLANTING DETAIL ADIUS OF ROOT BALL WITH SOIL 4, -. /�T 5" TALL STEEL U "TS Z W Z Y (L aQEn Q Z o ACCORDING TO ASTM D 698 - '_ - EDGING' / .'/ / / / 0 j (u / CONTRACTOR SHALL BE RESPONSIBLE FOR MANTANING TREES IN A PLUMB - 3' ORGANIC MULCH /L �l POSITION THROUGHOUT THE WARRANTY PERIOD. REMOVE BURLAP, DO NOT PLACE MULCH IN CONTACT TREE TRUNK. r / ANTED CH EROOTAFLARE WIRE FROM TOP HALF OF ROOT BALL//) WITH J� IBE S VISIBLE AT% THAT THE x/ V` 4' BUILT-UP EARTH SAUCER BEYOND EDGE OF ROOT BALL THE TOP OF THE ROOT BALL. IF THE ROOT FLARE IS NOT VISIBLE. THE SOIL SHALL BE REMOVED IN A LEVEL MANNER FROM THE ROOT BALL TOWHERETHE EDGE CONDITION - FIRST MAIN ORDER ROOT 01- DIA. OR EMERGES FROM THE TRUNK. VARIES. SEE PLAN :"- LARGER) SET MAN ORDER ROOT I' HIGHER THAN �/ L K PROTECT EXISTING TREES TO REMAIN, SEE PLAN C1. ee e / DEEPER THAN O� / LEGEND AN ROOT BALL THAT ROOT BALL DOES NOT SHIFT i PUCE ROOT BALL ON ' (G 5' TALL STEEL EDGING DNDISTL ISED OR COMPACTED SOIL AREAS E 6 O TOPSOIL AND AND -' I TREE OR DETAIL RECEIVE 6' OF TOPSOIL AND SOD / NTS 30' AD-OACENT GRADE. DO NOT U(T2K HX' ZY��rO ADIUS OF ROOT BALL WITH SOIL COMPACT PLANTING SOIL TO /�T 5' DIAMETER MULCH RING 85 PERCENT OF MAXIMUM - DRY UNIWEIGHT �- A Z W Z Y (L aQEn Q Z o ACCORDING TO ASTM D 698 - '_ - Z 0 1 I > ; OIL A SCARIFY SIDES OF TREE PD C .WITH SPADE BY HAND TO REMOVE BURLAP, BIND WITH PREPARED SOIL TWINE. ROPE ANI _ 1 1.1 PLANTING BLEND WIRE FROM TOP HALF OF ROOT BALL//) _ `TAMP UNDISTURBED SUBGRADEJ SOIL AROUND ROOT 8KL BASE DIG PLANTING PIT 4' TO 6' FIRMLY WITH FOOT PRESSURE SO / DEEPER THAN O� / LEGEND AN ROOT BALL THAT ROOT BALL DOES NOT SHIFT i PUCE ROOT BALL ON ' (G 5' TALL STEEL EDGING DNDISTL ISED OR COMPACTED SOIL AREAS E 6 O TOPSOIL AND AND -' I TREE OR DETAIL RECEIVE 6' OF TOPSOIL AND SOD / NTS o�zcwa 0 ZY��rO $ 8 v o Z �s e 3 apUI NKw Nq a LD: LET �5 2a�g 3 ^� LL Q U 0 Z -� Z W Z Y (L aQEn Q Z o � A� �z f Z 0 1 I > ; OIL 1 o�zcwa ZY��rO Z o apUI NKw Nq a LD: LET �5 2a�g n ^� LL Q U 0 Z -� Z W Z Y (L aQEn Q Z o aaU>WW < W W Z ZU) Z Q 0 Z 0 1 I > ; OIL 1 C Cpf�aw wx VJ u< <LU R mLLzrVI * =tU aoza5< o J o ^� LL Q U 0 Z -� Z W Z Y (L aQEn Q Z o 11J Q W U fn o Z m < W W Z ZU) Z Q 0 W 0 - F�m VJ PROVIDEA GFCI RECEPTICLE OUTLET WITH IN -USE METAL COVER PROJECT ANCHOR BOLTS PER MANUFACTURE RECOMMENDATION ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING (ONE ABOVE AND BELOW BASE FLANGE) ALL HARDWARE TO BE GALVANIZED. GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH. PROVIDE COTTON WEEPS AT BASE TO DRAIN MOISTURE OUT OF POLE INTERIOR. 3000 LB CLASS A REINFORCED CONCRETE BASE BY THIS CONTRACTOR. 3'-0' PROVIDE ANCHOR BOLT PROVIDE EMPTY *0 i GR BARE CU SECURITY DUAN _ 7.2 1.e 1. 14 `i.p b.a i-6 :.] i.s 1.] 1.9 1.9 },c b.6 CONDUIMERA T(S, REFER TO 3-6 O.3 GROUND WIRE PLANS FOR QUANTITY ♦0 3 `� / 0.2 NOTE OF CONDUITS AND SIZE. 6'-0* E.a 1.9 1.6 T� b:6 b.9- 1.2 1.3 1.6 }.0 4.2 1.9 `..a3 VERIFY BOLT CIRCLE - REFER FOR CONNDUIT AND TO PLANS 4 O. 1/ s REOUIREMENTS WITH G CONDUCTOR SIZE. *0 � �,� 0.2 SHOP DRAWINGS _ 0.5 1.5 1.6 1. f/ :/S 1.2 `..s 1.2 i.5 }.0 }.2 i.3' }.0 1.0 b.3 3/4' , 10'-0 CV 0.. 2 / / 0.3 GROUND ROD SET + 0., 1,1 1.9 / \ s.o Mf.a 1.D }.1 }.3 }.2 }.x }.o In b.6 6• BELOW GRADE. 0.2 u 3 / CV\ W. 14 BBT 0.3 1/2PVC CONDUIT 0.2 b.a t.l } 1.+ 1.6 ' }.0 1203 1.2 }.2 },1 },J 1LOAM:9'd FOR GROUND WIRE b.2,' 0.3 TYPE BB1 POLE BASE DETAIL b +p �.s 1:6 1.] 1:7 1.9 1.9 4.0 1.5, ' 1.0 1.: 0 -a / % 0 3 GrNo 4 /5 REBARS /2 TIE RODS ID• ROUND BASE. ' b.a M1 0.900 MV7Wr LED 11DA70D 4W SRA MVOLT 0.0 1 AA2 \ b. JAI" 1.9 l.e 1.T 0 ba 1,5 b.5 HANDHOLE b-3 ' V 5 0.0 0.0 - Calalatlm Sutmtwy b.I O.b b.0 labeli BUSH CONDUIT U"" Ary Maa Mtn Avg&tn MarJMn 0.1 IFmYlarlce b , 1 NA NA INTERIOR CALCUlATK3N 0 52 b.2 b.2 b,2 b.1 0.0 b.0 BASE COVER 0.3 }.:1. "1.6 0.0 1.4r CONNECT GROUND TO b.4 b.6 b.s b.4 b.4 b.♦- b.3 b.' POLE BASE WITH A UL� 0.2 LISTED CONNECTOR 1.5 I.6 1.7 I.t' 1.4 b.9 0.1 0.1 0 b 2 b.6 i.c b.a b.6 b.6 b.j ' b.7 b,4 b.1 i- CHAMFERED Oz b 2 PARKING LOT CURB 1• 1.: b.9 , 1.2 b.a b.9 b.a 1.0 7.1 1.1 b.4 (BY OTHERS) 0.1 �2t 1.5 1.6 1.7. 0 2 3 0 0.2 1.0 ... 1.0 }.a 1.7 1.1 1.0 1.2 1.3 1.4 1.♦ I.s b.s 0.2 A BB+ 0.3 GRADE • MT M14,14 - 1.4 1.4 *..6 1.6 1.7 1.1 ja 0 }. IN: 23b.4 0.3 0 2 PROVIDEA GFCI RECEPTICLE OUTLET WITH IN -USE METAL COVER PROJECT ANCHOR BOLTS PER MANUFACTURE RECOMMENDATION ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING (ONE ABOVE AND BELOW BASE FLANGE) ALL HARDWARE TO BE GALVANIZED. GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH. PROVIDE COTTON WEEPS AT BASE TO DRAIN MOISTURE OUT OF POLE INTERIOR. 3000 LB CLASS A REINFORCED CONCRETE BASE BY THIS CONTRACTOR. 3'-0' PROVIDE ANCHOR BOLT PROVIDE EMPTY *0 i GR BARE CU SECURITY DUAN _ 7.2 1.e 1. 14 `i.p b.a i-6 :.] i.s 1.] 1.9 1.9 },c b.6 CONDUIMERA T(S, REFER TO 3-6 O.3 GROUND WIRE PLANS FOR QUANTITY ♦0 3 `� / 0.2 NOTE OF CONDUITS AND SIZE. 6'-0* E.a 1.9 1.6 T� b:6 b.9- 1.2 1.3 1.6 }.0 4.2 1.9 `..a3 VERIFY BOLT CIRCLE - REFER FOR CONNDUIT AND TO PLANS 4 O. 1/ s REOUIREMENTS WITH G CONDUCTOR SIZE. *0 � �,� 0.2 SHOP DRAWINGS _ 0.5 1.5 1.6 1. f/ :/S 1.2 `..s 1.2 i.5 }.0 }.2 i.3' }.0 1.0 b.3 3/4' , 10'-0 CV 0.. 2 / / 0.3 GROUND ROD SET + 0., 1,1 1.9 / \ s.o Mf.a 1.D }.1 }.3 }.2 }.x }.o In b.6 6• BELOW GRADE. 0.2 u 3 / CV\ W. 14 BBT 0.3 1/2PVC CONDUIT 0.2 b.a t.l } 1.+ 1.6 ' }.0 1203 1.2 }.2 },1 },J 1LOAM:9'd FOR GROUND WIRE b.2,' 0.3 TYPE BB1 POLE BASE DETAIL b +p �.s 1:6 1.] 1:7 1.9 1.9 4.0 1.5, ' 1.0 1.: 0 -a / % 0 3 GrNo 4 /5 REBARS /2 TIE RODS ID• ROUND BASE. 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L.2 b.l + 0.0 . 0.1 0.1 . 0.1 Luwtaire S«IeduM .0 Symbol I Ory I Label LLF D-pb- PHOTOMETRIC PLAN 8 M1 0.900 MV7Wr LED 11DA70D 4W SRA MVOLT 1 AA2 0.9Do MRW LED 1 IDA700-40K SR2 MVOLT 2 AA3 0.900 MRW LED 2 IGA700 40K SR2 MVOLT 5 BB1 0.900 DSXO LED 20C 1000 40K T3S MVOLT HS Calalatlm Sutmtwy labeli CalcTypa U"" Ary Maa Mtn Avg&tn MarJMn BOIINORY CALCULATION IFmYlarlce Fc 0-17 0.5 0.0 NA NA INTERIOR CALCUlATK3N IWni,ar,ca Fc 1.20 1 4.0 1 0.0 NA NA 1 i mter( orS architecture 7001 France Avenue Sou Sidle 200 EmM. MumacoM 55435 952-893-9020 Iav 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS• CREAMERY 8330 COMMERCE DRIVE CHANHASSEN.MN KLKPB '935 WEST COUNTY ROAD P2, SUITE 300 ST. PAUL, MN 55113 651!6311223 LKPB can o� 111e1e6y OaraN Olat Bac «report ws rraa prepare0 by mep wxmsar� anc am •Ary Lwww6 laws d vte ctaY al O Pmt H Name - -. Dare ficf Issue Record Sheet Title PHOTOMETRIC PLAN Sheet Infamabon Job Code 2016.153.00 Drawn By TVB Reviewed By THJ Date E S 1.2 06129/2017 101 PLOT PLANT � I I I I I `I I b � INNeBUIIY ----� - STAIR B I — � EG TRASH 1 IOA�B l ENCLOSURE I O95isG LLO��1 13oac 1 NEw BQDAAE I 3W r FEW 1UEl71NG CONSTRlA;T10N --- - NEW BUILDING CONSTRUCTION OFFICE A II 1 1 II 11 7TnINr A II II 1 II II A II u II II II vISITOR A6� 11� I1� Ys� II6� II WMING AREA OFFICE t0-0119-0' OPEN BRAIDING i OFFICE FEATURE WALL I OFFICE f 1 I, 7Sriti I OFFCE ra ra Ilra Ta t 5 Pd.. OFACE 0"" Ir-- — -- I I I OFFICE OFFICE I tT-07•t 17' 17-011i'd L_J� rmn•a eOFFICE S'AIR A EXISTING BUILDING I f s. BUILDING GROSS SQ FT. EXISTING: 9,030 SOFT NEW ADDITION LEVEL 1-. 6,665 SOFT. i1_�PACE PLAN LEVEL 01 NEW ADDITION LEVEL 2 6,405 SOFT. ,Ar -I& interiors 7001 France AM South. Swa 200 Et MMxwaa 55435 952-IR&OO20 IY 952-093-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN O 0 Q Issue Record Sheet Tide PRELIMINARY FIRST FLOOR PLAN Sheet Information L—� N 't L17F 1 i Drawn By KMF Reviewed By MWOMG Date PZ1.01 1' X 3017 1 L—�------------ 1 � Co. 1 1 1 1 1 � 1 _ PLOT PLANT � I I I I I `I I b � INNeBUIIY ----� - STAIR B I — � EG TRASH 1 IOA�B l ENCLOSURE I O95isG LLO��1 13oac 1 NEw BQDAAE I 3W r FEW 1UEl71NG CONSTRlA;T10N --- - NEW BUILDING CONSTRUCTION OFFICE A II 1 1 II 11 7TnINr A II II 1 II II A II u II II II vISITOR A6� 11� I1� Ys� II6� II WMING AREA OFFICE t0-0119-0' OPEN BRAIDING i OFFICE FEATURE WALL I OFFICE f 1 I, 7Sriti I OFFCE ra ra Ilra Ta t 5 Pd.. OFACE 0"" Ir-- — -- I I I OFFICE OFFICE I tT-07•t 17' 17-011i'd L_J� rmn•a eOFFICE S'AIR A EXISTING BUILDING I f s. BUILDING GROSS SQ FT. EXISTING: 9,030 SOFT NEW ADDITION LEVEL 1-. 6,665 SOFT. i1_�PACE PLAN LEVEL 01 NEW ADDITION LEVEL 2 6,405 SOFT. ,Ar -I& interiors 7001 France AM South. Swa 200 Et MMxwaa 55435 952-IR&OO20 IY 952-093-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN O 0 Q Issue Record Sheet Tide PRELIMINARY FIRST FLOOR PLAN Sheet Information N Job Code BONGARDS ® Drawn By KMF Reviewed By MWOMG Date PZ1.01 X 3017 tII r NEW BUILDING CONS -RUCTION W -r NEW BUILDINGCONSTRUCTION '�1 CEXISTING BUILDING ROOF BUILDING GROSS SQ. FT. EXISTING: 9,030 SOFT NEW ADDITION LEVEL 1: 6,665 SOFT. i�$PACE PLANPLAN NEW AMMON LEVEL Z 6.405 SQFT. NEW AMMON LEVEL Z 6.405 SQFT. 21 GENERAL NOTES - SPRINKLER/FIRE PROTECTION I ALL SPRHGERFIRE PROTECTION WORK TO BE PEWORIED ON A DESIGN- BALD BASIS ACCOMMODATE LAYOUT IN CONFORMANCE WTH CURRENT CODES- 2. ALL PIPING, CONOU+T. ETC. MUST BE ANCHORED TO DECK. 7 SPRINKLER DESIGW BUILD CONTRACTOR TO REVISE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE LAYOUT IN COMFORLLANCE WITH CURRENT CODES A SPRNLER 1EADS TO MATCH BUILDING STANDARD 5. EXTEND AND MODIFY BUILDING FIRE PROTECTION SYSTEM AS REWRED BY CODE AND NEW CONSTRUCTION 6. EXTEND ANO MODIFY ANY EXISTING FIRE ALARMS. STROBES, ETC. N TENANT SPACES AS REQUIRED BY REMDDELI G. interiors architecture 7001 Fm A- SUM. S iM 200 ESnA Krcw W 55115 9524918020 fAx 952 -893 -WN Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record Sheet Title PRELIMINARY SECOND FLOOR PLAN Sheet Information N Job Code BONGARDS Drawn By KMF Reviewed By MWOIPG Date 0630,17 PZ1.02 L r RESEARCH I TESTING 1,228 SF WAREHOUSH STORAGE 921 SF l TYMRAGE OM ' STO FTaFIRCE 2n sF h I tol! soNo IS OFFOCE 1988 SF �er - OFiItE 570 SF PARKING CALC -FIRST FLOOR %�PABKIN_G CALC - SECOND FLOOR 177=rte PARKING CALCULATIONS lfd-- RESEAF" I TESTING WAREH0U55 STORAC£ PARKING CALCULATIONS Lj __ ❑ i RESENCH I TESIrm ■ WNREIi01M STORMS PARKING COUNT (OFFICE) NNE IRF _ PARN" COW'OfPILE aesssF - PARKING COUNT (RESEARCH (TESTING) NAME USF P_COUNT gESFARCHITESTMIG 222 SF 5 PARKING COUNT (STORAGE I WAREHOUSE) NATE USfPAN" omw TWW *,*FJ STORAGE 1 2.628 SF 3 TOT- I !0.961 SF I S1 NOTES: OFFICE BUILDINGS (ADMINISTRATIVE, BUSINESS OR PROFESSIONAL)—BUILDINGS UNDER 49,999 SQUARE FEET, FIVE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA, BUILDINGS FROM 50,000 TO 99,999 SQUARE FEET, FOUR STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; AND BUILDINGS OVER 100,000 SQUARE FEET, THREE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA. BUILDING AREA SQUARE FOOTAGES SHALL EXCLUDE COMMON AREAS SUCH AS RECEPTION AREAS, CAFETERIAS, HALLWAYS, ETC. IN CALCULATING THE PARKING REQUIREMENTS FOR AN OFFICE BUILDING. RESEARCH, EXPERIMENTAL OR TESTING STATIONS—ONE PARKING SPACE FOR EACH 500 SQUARE FEET OF GROSS FLOOR AREA WITHIN THE BUILDING, WHICHEVER IS GREATER STORAGE, WHOLESALE, OR WAREHOUSE ESTABLISHMENTS—ONE SPACE FOR EACH 1,000 SQUARE FEET OF GROSS FLOOR AREA UP T010,000 SQUARE FEET AND ONE ADDITIONAL SPACE FOR EACH ADDITIONAL 2,000 SQUARE FEET, PLUS ONE SPACE FOR EACH COMPANY VEHICLE OPERATING FROM THE PREMISES, IF IT CAN BE DEMONSTRATED BY THE APPLICANT THAT THE NUMBER OF EMPLOYEES IN THE WAREHOUSE OR STORAGE AREA WILL REQUIRE LESS THAN THE REQUIRED NUMBER OF SPACES, AND IF THE APPLICANT SHALL SUBMIT A LETTER TO THE CITY ASSURING THAT IF THERE IS TO BE ANY INCREASE IN EMPLOYEES, THE APPLICANT AGREES TO PROVIDE ADDITIONAL PARKING AREA, THE CITY MAY APPROVE A LESSER NUMBER OF PARKING SPACES. N L� �R interiors architecture Too/ Fr Avenue Sa , Surae 200 EEine. Mi.-- 55435 952-0919020 fa. 9528939299 Project Information SONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheet Tide PARKING CALCULATIONS Sheet Information ,lob Code BONGARDS Drawn By KMF Reviewed By MWOIPG Date 0630 17 PZ 1.03 CORRIGATEO METAL ROOF SCREEN FVrJRE TENANT SGNIAGE AREA TO BE 45 SF PRE-FIMSNED METAL PARAPET CAP FLASHNG ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES TMTN r — — — — — LOWE NSIILATED GLASS ANODIZED COMPOSITE METAL PANEL --- NORIZON,AL MA700 PE SONG = ANODIZED ALUMINUM - - — – - - GEAINLY BRD,O=M CLAZ•IG FRAMES NTH -. � , LOMf NSIMTED G1A55 EXS QW DBIGCOIBTRICTION CONTOLORED.PREUST - -- - --- --- CONIBNOIlS SILL ATION ER PE TIV _ENTRY 1111 interiors architecture 7001 F,—Aviv. SOW. Sub 200 EM.. weewt. 55435 9524893-9020 ra 852-0919299 Project Information BONGARDS EXPANSION BONGARM CREAMERY 8330 COMMERCE DRIVE CHANKASSEN,MN Issue Record Sheet Tdk PRELIMINARY EXTERIOR ELEVAITONS Sheol InA miation job Coda SONGARDS Drawn By KMF Reviewed By MWOIPG 06`e PZ6.01 06.30.17 PRET PARM ARM THM G AZI LAe4 PAIN AREA EFS cow PALS Pi Gar COFRIGATED METAL ROOF -EW V4M METAL PET CAP FLASHING QED ALIAMIAaE MALLY M:OIEN MG FRAMESWITH E INSULATED GLASS ATION \ 1 , 1�•Td COP SCR PRE PAR EDF: he LAA PRE Ca . _ COLORED. PRE -CAST CONTMIIOIS SILL ii_EXIERIOR ELEVATION k•Td i�.�FVATION >R•rd Sd* interiors arct+ltecture 7001 F— A— SOLO. Sur 200 Ed— Mn 55135 95241919020 to 852-0919199 wvA WhyOUN.cart Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record Sheet Title PRELIMINARY EXTERIOR ELEVATIONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 06.30.17 PZ6.02 r. �r -dlk � so' 0- May. I Lonw. w m L!WN 61L 91 8330 COMMERCE DRIVE CHANHASSEN, MN SHEET INDEX Sheet Number Sheet Name T0.1 I TITLE SHEET 0.0 SITE SURVEY CONTACT LIST SITE DEMOLITION AND EROSION CONTROL PLAN BUILDING OWNER CIVIL SITE PLAN STRUCTURAL ENGINEER SITE GRADING PLAN BONGARDS CREAMERY EMAIL: CHRISF@BONGARDS.COM KRECK O'BRIEN MULLER 8 ASSOCIATES EMAIL: MVANHOOF@KOMAINC.COM 8330 COMMERCE DRIVE PHONE: 952.466.3552 6115 CAHILL AVE. PHONE: 651.789.4129 CHANHASSEN, MN INVER GROVE HEIGHTS, MN 55076 MATT VAN HOOF CHRIS FREEMAN BDH+YOUNG MECHANICAL CONTRACTOR BDH+YOUNG SPACE DESIGN EMAIL: MOKEEFE@BDHYOUNG.COM LKPB EMAIL: JOHN.COSTELLO@LKPB.COM 7001 FRANCE AVENUE SOUTH PHONE: 952.345.8312 1935 WEST COUNTY RD. B2 PHONE:651.633.1225 SUITE 200 EMAIL: KFIIHR@BDHYOUNG.COM SUITE 300 EDINA, MN 55435 PHONE: 952.345.8314 ST. PAUL MN 55113 MATT O'KEEFE / KATRINA FIIHR JOHN COSTELLO GENERAL CONTRACTOR ELECTRICAL CONTRACTOR HAMMERS CONSTRUCTION EMAIL: JOHNEHCI-MN.COM LKPB EMAIL:TOM.HEINZ@LKPB.COM 44434 HARVEST AVENUE PHONE: 218.346.2195 1935 WEST COUNTY RD. B2 PHONE: 651.633.1225 PERHAM, MN 56573 MOBILE: 218.298.1519 SUITE 300 JOHN CARLSON ST. PAUL MN 55113 TOM HEINZ CIVIL ENGINEER PLUMBING CONTRACTOR SOLUTION BLUE EMAIL: MCOOKAS@SOLUTIONBLUE.COM LKPB EMAIL:TOM.HEINZ@LKPB.COM 318 CEDAR STREET PHONE: 651.289.5534 1935 WEST COUNTY RD. B2 PHONE: 651.633.1225 SAINT PAUL, MN 55101 SUITE 300 MITCHELL COOKAS ST. PAUL MN 55113 TOM HEINZ CHANHASSEN, MN SHEET INDEX Sheet Number Sheet Name T0.1 I TITLE SHEET 0.0 SITE SURVEY C1 SITE DEMOLITION AND EROSION CONTROL PLAN C2 CIVIL SITE PLAN C3 SITE GRADING PLAN C4 SITE UTILITY PLAN C5 CIVIL DETAILS Li SITE LANDSCAPE PLAN ES1.2 SITE LIGHTING PZ1.01 PRELIMINARY FIRST FLOOR PLAN PZ1.02 PREIJMINARY SECOND FLOOR PLAN PZ1.03 PARKING CALCULATIONS PZ6.01 PRELIMINARY EXTERIOR ELEVAITONS PZ6.02 PRELIMINARY EXTERIOR ELEVATIONS CITY RECEIVED 'EN JUN 3 0 2017 CHANHAMPLANINNODEPT interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record A 06.30.17 PLANNING AND ZONING Sheet Title TITLE SHEET SCANNED Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 0 06.30.17 J WMvu,ng I I 1 I I 1 I � � I I I 1 1 I I I _I_ • I /• r\ r\ Irlr r\ c' r �\ r r\ F( rY \A r rl ry rl I I ��r1Yl 1`1 TI r�C' vv 1 1 \A •. 1. .% l \. I I I I. \A I 1 � I 1 I I I I I 1 1 � I � ul r 11 11 11 I I 1 4'28.9 1 1 � - _ 1 1 f i j. -Found iron pipe . i' --- -`_ - S56°57'24"W 238.00 (p) 238.01 (m) ti 1 1 - - - y_. - , Found open iron pipe O lu�� OHu RJ5184117 _-y% +928.4 ,;._..- __.:.�;.._X �I j - oHu--�- -� -•._sem. _ _ 32.0 i ' OHU - OHU I afss-- ' -1 _- - - meni oHu _ / I h8__ _ jnnesota vafley-Natal �ia5 COmpany-ea5? . 'j3 N 1 _ _ �}1 f -%o sk�/-�38�g3g\ rtl 1U/.em2nV-�/ f %-r�933� �' 39-� -. f q eNortiSam�'S_tafe L. R� 1 I I J i A3� 9 _ - - it-_ Sar_ dor No,7208 _ \ ¢7 _ 36 (Wren) 11�n / J 6 ! //8C(ltiligre3seMenT�e�Tat-�•<--a- �`' pec' - \ ? In qq � Dralrla-cue 9#3:4 - 945.0 5 In 91$7 ?'9335 M i .-•`rG_.._�•- , \\• r r � 1 ` � sg�A°r�-' �- _,zz.._�.�%-_,.i`___- - .._... -� ^�•+\ sF� �� ! Oar, - I t - , SSE; .. *946.6 i Rim 934.6STMH T z 94 .I ,QiFj� 947.0 Inv -924.3 0 I f\ 46` 1p 5 r� _ --,. +943.7 o. �M ---94Zta .��3.6 4 - - �g4 r, r`, C A 937.43 \ 94510 E9a1.1 4! - - 94�= - - 9 1 .. +942.2 I 9+•I. M +942.2 r .. \ ! I CD M +942.1 942.6 + 942.4 's a X 39.2 / 0A +942s a FFE- \ N / I Trash Dock.`9 942.8 9426 .1 -- +941.5 I O I .4 / _ _ O M 938.61 Rlm=938. CB I It CB A. s42. 41.5 I M r Rim -931-8, - U1 / • S Ird +941.6 939.0dfain W _ d 11 a ' 4a1 n 941.9 ' 1 Story Buiding 4 'a I Address: 8330 Commerce Drive - � ! '" �K� QD c I -V939.6I Foundation Area: 9,558 Sq. Ft c + : 942.2 In /V •• I O M `F •• ° , f 941.2' M U)n 4 I 941+ _ -___ z 940.7 I E 1 v I J I FFE= !. �'.1.3I-5'- m E / 940.6 Z 942.8 v m _ > A *940.9 I 7 y, A 941.3 I/ ib I Landscaping m .6 * 940.1 ® 940.0 m 'a I' +n42.6 Coctete -Sidew k Q�� I M a 940;9 941.8tf + a .� ( + ` _ 4 sal. +• I I CL AI I u 4?� +41.7 I� �9a�3 saa6 11 a 1 1 \` 941.2- �� I I R �'- 0 * / \� 6 Stalls + 1 HandlcaP,941- ' !L . °4'" +940.9 !tj - J -I o +9x1.1 941^2 i r+ 1 i'1 .r 1 `1 � C8 +940.3 5 I - `n' \ +940-7 Rim=$39.6 A 1.0 I \ +940.7N \ ?41.8 \\ 939.8 Nw93{6\ 1S IIS +940.7 \ 9402 +939.7 \ 1 wr 1 \00 I}. 0 940.00 94.1.8 1 y ., ;7411 -:x941 -_T ELE Found open iron pipe 1 O g ELE N56°57'2411E 203.00 (P) 202.70 (m)-ELE�RS �`�A5 EL j 938.' .._ ____ __ .-_-9 F RIES n18407 d Iron GPS DIP -ELE B" �T- I 31.3 ol.� I I o > 8„ PVC > _ S < < V 101 7 � > I 1 D,� Commerce Drive ;I o IB" RCP << II IIj W 21"R�« � « / o -« m W a / V / \ b 6 CL d E o > IN U / aO as rn E 0 / E N U U O m moo Lu otI Luo X �o- o m o J i3e W Q W LL rJ1 � Description of Property Surveyed Lot 3, Block 1, Chanhassen Business Center Second Addition, Carver County, Minnesota ALTA/NSPS Land Title Survey Notes (numbered per Table A) 1. Bearings are based on the Plat of Chanhassen Business Center Second Addition. 2. Site Address: 8330 Commerce Drive, Chanhassen, Minnesota. 3. This property is contained in Zone C (Areas of minimal Flooding) per Flood Insurance Rate Map, Community Panel No. 270051 0005 B, effective date of July 2. 1979. 4. The Gross land area is 78,666 +/- square feet or 1.8059 +/- acres. 5. Elevations are based on MN/DOT Geodetic Station Name: 10-002 which has an elevation of: 961.399 feet (NGVD29). 7(a). Exterior dimension of building is at ground level. 8. Substantial features observed in the process of conducting the fieldwork have been shown hereon. 9. The number of parking stalls on this site are as follows: 17 Regular + 1 Handicap = 18 Total Parking Stalls. 11. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: record plans from the city provided by Solution Blue, plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Survey Report 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by All American Commercial Title, Inc., as agent for Old Republic National Title Insurance Company, Commitment No. 103187, dated August 29, 2016. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s 1-9, & 13-16 are not survey related. b. The following are numbered per the referenced title Commitment: 10. Easement for drainage and utility purposes as shown on the recorded plat of Chanhassen Business Center Second Addition, filed as Document No. 87685. This easement is located in the northerly portion and the perimeter of the subject property, as shown hereon. 11. Easement in favor of Minnesota Valley Natural Gas Company for gas transmission system purposes dated 10-20-60, filed , in Book 61, page 490, as Document No. 98299, as described therein and as shown on the plat of Chanhassen Business Center Second Addition. This easement is located in the northerly portion of the subject property, as shown hereon. 12. Easement and right of way in favor of Northern States Power Company for power line purposes, as contained in Final Certificate dated 3-24-92, filed 4-27-92, as Document No. 72638, and as shown on the plat of Chanhassen Business Center Second Addition. This easement is located In the northerly portion of the subject property, as shown hereon. 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: a. Please note that part of the storm sewer located in the northwest portion of the site is not contained within a drainage and utility easement, as shown hereon. ALTA CERTIFICATION To: CARLSON AND WALD, LLC, a Minnesota Limited Liability Company; Bongards' Creameries, a Minnesota cooperative corporation; and All American Commercial Title, Inc., as agent for Old Republic National Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, & 11 of Table A thereof. The field work was completed on September 19, 2016. Dated this 22n4,A65;F�September, 2016 Rory L. Synstelien Minnesota License No. 44565 rory@htpo.com I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 22go4l df September, 2016. Rory L. Synstelien Minnesota License No. 44565 rory@htpo.com 30 15 0 15 30 60 SCALE IN FEET No Scale ALTA/NSPS ❑A AIR CONDITIONER Linetype & Symbol Legend SOIL BORING ® CATCH BASIN ® CB BEEHIVE ® CLEANOUT UTILITY MANHOLE ro ro � FIBER OPTIC 0� FLAG POLE FLARED END SECTION cvj r SIGN cns cos GASMAIN )01 HYDRANT Q CAST IRON MONUMENT SANITARY MANHOLE - WATERMAIN > SANITARY SEWER OD STORM MANHOLE > _ >> STORM SEWER DT TELEPHONE BOX - OHu -- OVERHEAD UTILITIES QT TELEPHONE MANHOLE TEL TEL TELEPHONE LINE ® ELECTRIC TRANSFORMER ELL ELL ELECTRIC LINE ® TRAFFIC SIGNAL CTV - CTv CABLE LINE -0-0-c)-0-0- GUARDRAIL TRAFFIC LIGHT WOODEN FENCELINE ® CABLE TV BOX ❑ ❑ ❑ -x x CHAINLINK FENCELINE ELECTRICAL METER x BARBED WIRE FENCE © GAS METER x x BLOCK RET WALL WATER METER Qw WATER MANHOLE FOUND IRON MONUMENT Dd WATER VALVE O SET IRON MONUMENT D- POWER POLE ALTA/NSPS ❑A AIR CONDITIONER ® BOLLARD SOIL BORING ® CATCH BASIN ® CB BEEHIVE ® CLEANOUT ❑E ELECTRIC BOX QE ELECTRIC MANHOLE 0� FLAG POLE FLARED END SECTION cvj GAS VALVE HANDICAP SYMBOL ® HANDHOLE )01 HYDRANT Q CAST IRON MONUMENT Land Title Survey 8330 Commerce Drive Chanhassen, MN IL 1 Engineering. Surveying 0 Landscape Architecture I H ANSEN THORP f ELLINEN OLSON, Inc. 7510 Market Place Drive • Eden Prairie, MN 55344 952-829-0700 • 952-829-7806 fax Revision 10-5-16 Added Utilities Project No. 16-087 Drawn by DRB Checked by PAT/RLS Book/Page Date: 9-22-16 Client: SITE DEMOLITION LEGEND: EROSION AND SEDIMENTATION CONTROL MEASURES: KEY NOTES G -0----- o- SILT FENCE (SEE DETAIL EROS -2) /r ,Y t SAWCUT 1❑ SILT FENCE CURB REMOVAL `� ❑2 CONSTRUCTION MUD MATS O , / \ , • INLET PROTECTION (SEE DETAIL EROS -5) j ( EJ CONCRETE WASHOUT AREA (SEE DETAIL EROS -6) gS a/INLET PROTECTION Gr ;' stJ I i I REMOVE PAVEMENT/SIDEWALK �� ' ter,• ? \ I - �jd j j 4� CONCRETE WASHOUT ;\f"\ ( GENERAL SITE DEMOLITION AND CLEARING NOTES: TREE PROTECTION (SEE DETAIL) SITE FEATURE PROTECTION (LIGHT, SIGN, ETC.) 1. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES (STRUCTURES, CURBS, WALKS, PAVEMENTS, UTILITIES, SIGNAGE, FENCES, ETC.) WHICH ARE TO REMAIN. REPAIR OR REPLACE, TO x gSC i/ xg- x n� \^. x� OWNER'S SATISFACTION, ANY DAMAGE TO EXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN, AT NO ADDITIONAL COST. /, �, 1 TREE REMOVAL rI �� ©' ,, :� / {x`I // ,,•' , )qty- �A-,-___ - ji@ 2. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PROJECT REPRESENTATIVE AND UTILITY OWNER, PUBLIC OR PRIVATE. 9 �f CONTRACTOR TO PROVIDE TEMPORARY UTILITIES AS NECESSARY TO MAINTAIN BUILDING SERVICES. 3. THE OWNERS ACTIVITIES MAY CONTINUE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH THE OWNER. �; / 4. PRIOR TO START OF ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTION MEASURES SHALL BE IN PLACE. SEE EROSION CONTROL \ x x��, i /S ,.' x \ \\' i' PLAN OR SWPPP FOR DETAILS. N 5. CONTRACTOR SHALL PRESERVE ALL VEGETATION NOT TO BE REMOVED BY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR 3% RE -SEEDING OR SODDING AREAS DISTURBED BY CONSTRUCTION. 6. CLEARLY IDENTIFY AND LABEL EACH TREE THAT IS TO REMAIN PRIOR TO STARTING SITE CLEARING. CONTACT OWNER'S PROJECT REPRESENTATIVE FOR SITE INSPECTION AFTER ALL 'TO REMAIN" TREES HAVE BEEN IDENTIFIED. TREES THAT ARE TO BE PROTECTED SHALL HAVE TEMPORARY FENCING PLACED AT THE DRIP LINE AROUND EACH TREE. 7. STOCKPILE TOPSOIL FOR REUSE ON SITE. VERIFY THE STRIPPED TOPSOIL MEETS SPECIFICATIONS FOR THE PROPOSED USE. VERIFY THE AMOUNT / /' % /` 1 \ \\ �` OF TOPSOIL NEEDED AND REMOVE EXCESS FROM SITE. / Q '. j '/ / r/ AI -�? \ \\ 8. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER. X. {` ;; 9. MATERIAL TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED IN USABLE CONDITION. TEMPORARY PROTECTED STORAGE ' / y ON-SITE MAY BE n� ��'��ti %"� /FJ . / Yi"'j' /� , '(.Q� Fry; " ,' gh1 r ' - \\ `' \ _ REQUIRED. _54! Rk'r/ x4;�'�xq��\ �C�. 1 \\ 10. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR TO BE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL. '+ 4•- y\ DRAWING SCALE 11. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET (OR AVOIDED) SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD / \ EXPLORATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIR MEASUREMENTS ;' ` ••• O )� 2� 4� AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY / �� \ \ AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING ' / L / r \ "j iG�1; )J \ FACILITIES, CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING ;x ; 0, L \.;�1a �` XCI Q e / \ '.✓ l xo1 .. F ,:. / (IN FEET) i; LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. y� \ i '00"- �•* /i ' \ 12. ALL TREES TO BE REMOVED SHALL BE CLEARED OUTSIDE THE MIGRATORY BIRD NESTING SEASON OR AFTER CONDUCTING A NESTING BIRD SURVEY. 13. CONSULT WITH THE U.S. FISH AND WILDLIFE SERVICE REGARDING THE NORTHERN LONG-EARED BAT PRIOR TO CLEARING ANY TREES. �y \ �. _xG'� �, j/ xl x\� �i` gk2 x °%; % g x i x,; GENERAL PROJECT NOTES: X r. F,� \\ vv �F ys v 0 / 6 \ \ Gv 1. BIDDER WILL VISIT THE SITE TO UNDERSTAND THE SCOPE OF WORK. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT COULD 5(YN�g3k3 \ `• \ / �jVOO� ti�O � \\/ �S� HAVE BEEN IDENTIFIED BY A SITE VISIT, STUDYING THE TOPOGRAPHIC SURVEY, THOROUGHLY REVIEWING ALL PLANS AND REPORTS, AND / +T \ /\ \j �Q ADDITIONAL INFORMATION REQUESTED FOR CLARIFICATION PRIOR TO BIDDING. \ �X 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO STARTING WORK. °°� �� lk A 6 ' \ 06 3. EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN FROM SURVEY BY HTPO DATED 2016. CONTACT ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. \.1t "j \ \l� 't9 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE O{ - i y \ \ " GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START {O Q,�t`'J �/ \ `\ OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. THE �} 3 �I\��j11\/� �� f -RCJPE(TTY L CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE G�1{�Oi GOfin �5 / \ ;x�' ♦ / WORK SITE. 4A.i'(�'• ` LO \ \ \ 4 ... \ \ ! 5. SEE GEOTECHNICAL REPORT COMPLETED BY NORTHERN TECHNOLOGIES DATED 10/10/2016 FOR SUBSURFACE INVESTIGATION INFORMATION AND SETBAD, LLi`. LOCATION OF SOIL BORINGS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE REPORT DURING BIDDING. 6. PROVIDE AND MAINTAIN TRAFFIC CONTROL DEVICES WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND \ma � ENGINEER PRIOR TO PLACEMENT. 4�\A �CL�1�� 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO Ri Xn / '_ \ AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. t� 3 u� ..ate �- �--46 f \ 8. ALL CONSTRUCTION WORK SHALL BE COMPLETED WITHIN CITY APPROVED WORKING HOURS. \ \ \\� '/ ` 1 iii •j y' gra 9. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 3 �a�'�' \� ' "' iq 10. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED 1 \ j THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER x\` Li x ' / //�` EXISTING VEGETATION PRIOR TO FINAL VEGETATION OR OTHER STABILIZATION. / 1 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES: G°'° 1. INSTALL TEMPORARY EROSION CONTROL DEVICES AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. �hy / 2. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. U' ` \ \� : =� \ ' / \ \ , 1� 1 / ✓ /� / 3'g i'� / ~ �/ k INSPECT ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND DURING RAINFALL EVENTS. REMOVE ACCUMULATED P. R; D:i SEDIMENT DEPOSITS FROM EROSION AND SEDIMENT CONTROL DEVICES AND DOWNSTREAM DRAINAGE SYSTEMS AS NEEDED. DO NOT ALLOW \ i i \ 'CP / \ r \ SEDIMENT TO ACCUMULATE TO A DEPTH OF MORE THAN ONE-THIRD OF THE CAPACITY OF THE DEVICE. REPLACE DETERIORATED OR DAMAGED a \ ` \ \`• \ (7y EROSION CONTROL DEVICES WITHIN 24 HOURS. 3. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL 9 -�' \ ' /" O�Q =/ FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ✓e \?. b.. // ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS KA,ESTABLISHED. OWNER S CONTACT INFORMATION T ^ \ \ \, \ \ � � /;%% 4. PROVIDE ADDITIONAL EROSION CONTROL, WHICH MAY NOT BE SHOWN ON THE DRAWINGS, CONSISTENT WITH THE MEANS, METHODS AND �d SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH PERMIT REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. -'y \ <�\ � r--ci � \'� -r,� / � ,' /'ice" /�' i \ BONGARDS CREAMERIES �y \ \ ii/ (" ` / / / , AQ,,: ; �, 9, ' O 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS CHRIS FREEMAN, CFO N \ \ \� �// `/ / • "' / `9 THROUGHOUT THE DURATION OF THE CONSTRUCTION. (�r :�� ' 18681 LAKE DRIVE EAST , ,'' o? \\ 6. STABILIZE ALL AREAS WHICH HAVE BEEN FINISH -GRADED, AND ALL DISTURBED AREAS IN WHICH GRADING OR CONSTRUCTION OPERATIONS ARE CHANHASSEN MN 55317 07 ' i'\i " %off ' '� v Gv U" ,-- NOT ACTIVELY UNDERWAY, AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 7 DAYS. REPAIR ERODED AREAS IMMEDIATELY. \�. b �} tr xg q �J x 952-466-3552 Q .►� '/ �„ ' �/ /��<•,r/ chrisf®bonga�ds.com AV v �A , V 7. LOCATE SOIL OR DIRT STOCKPILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL WITH A DOWNSLOPE DRAINAGE LENGTH OF NO LESS - / ' v / THAN 25 FEET FROM THE TOE OF THE PILE TO A ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE ,Y j Vii% v' - .-- \\ THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT u A �2"f Know what's below. Call before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION \� OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES \q UTILITY OWNED LINES BUT NOT PRIVATE LINES. \ THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN \i IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN - \ INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL \ UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED A BEFORE COMMENCING WORK. - i\� lna r, FENCE BARRIERS AROUND THE PILES. -' 8. PERFORM ALL EROSION CONTROL PRACTICES AND SEQUENCE CONSTRUCTION IN ACCORDANCE WITH THE METHODS OUTLINED IN THE BEST / 2, / ,�= %�r MANAGEMENT PRACTICES HANDBOOK: "PROTECTING WATER QUALITY IN URBAN AREAS," PUBLISHED BY THE MINNESOTA POLLUTION CONTROL �lX \ \ i' Obi =%! \ AGENCY. 9. REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE ADJACENT FINAL SURFACES ARE PERMANENTLY ESTABLISHED. COORDINATE REMOVAL \\ ' ` WITH PERMANENT RESTORATION OF ALL AREAS OCCUPIED BY TEMPORARY DEVICES. /G .4 ' Fo'�� / ,� // j /i 10. PHASED CONSTRUCTION SHALL BE USED TO THE EXTENT PRACTICAL OR AS INDICATED ON THE PLANS TO MINIMIZE EXPOSED SOILS. / /;, 11. EROSION CONTROL PLAN, RAINFALL, AND POST RAINFALL INSPECTION REPORTS TO BE KEPT IN THE ON-SITE JOB TRAILER. /fit` 12. CONTRACTOR SHALL MAINTAIN ROCK ENTRANCE(S) DURING CONSTRUCTION ,, /iYi•' ;%�� ,'' 13. ALL STORM SEWER CATCH BASINS TO BE PROTECTED FROM SEDIMENT DEPOSITION WITH AN APPROVED INLET PROTECTION DEVICE. CONTRACTOR SHALL CLEAN STORM SEWER SYSTEM OF SEDIMENT AND DEBRIS PRIOR TO COMPLETION. iii REVISIONS BY WATERSHED CMMTS 12.02.2016 PROOF OF PARKING 06.30.2017 M 0 a c 0 N F ® v0i � 3 3 Ln 0 cz @ ~ w�coo _j LL5 wxw FW(1) 0�I-z N cs W a: Qj 7 of • ~\ W N Z lal CIOI m �U�J la>1 N Y 3 c L VI .,,,�♦ Q? `m a +� y c _ uLn o W X LU 11 O2ZOO 0 Lu a LO z rn gD>FW w�coo _j LL5 wxw FW(1) 0�I-z =LLUjw cs W a: p2 L}L a� W W N �OQwa U ~ 13 Z -LU lal LU Z :rW H O LZ�,I Z �U�J la>1 N 2(LOQU c DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET c 1 Z Q � z O z O z Q H _ W2 o W o z Q W v W U z - Jz 00 W CL< U) w W U Z a°Q W M z z mc)Q 00 O D m U O m VJ W DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET c 1 I• _1 Know whars below. Call before you dig. k / e CIOfi v et �. Qo� L3 J \ 01(:) O� INK 0G.�O / r Q\a� N ea . ID K'6 \\ 0 \ V� BUILDING ADDITION \ 7,050 SF \ FFE = 942.80 \ d 4.0 (0 \�X O to t V,, .y4 k \ /(' 25.3 v O / / / i15.7 PROPER! SE I f_ACI\ a 9 0\p E1 BITUMINOUS PAVEMENT (SEE DETAIL SITE -1) ❑2 CONCRETE SIDEWALK (SEE DETAIL SITE -6j �3 B612 CONCRETE CURB AND GUTTER (SEE DETAIL SITE -7) ® 4" WHITE PARKING STRIPE, TYPICAL SIGNAGE AND MARKING NOTES: CIVIL SITE LEGEND: N © (� ACCESSIBLE PARKING STALL STRIPING (SEE DETAIL SITE -46) 1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN v ACCESSIBLE PARKING SIGN (SEE DETAIL SITE -36) MUTCD, CURRENT VERSION. SIGN ® PROPOSED BUILDING. 12 PARKING STALL COUNT DIMENSIONS OF 2. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST RAMPS, TRUCK DOCKS, TRASH ENCLOSURE, AND PRECISE DETAILS AND SIGN DESIGNATION AND SIZE CONCRETE CURB AND GUTTER BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND INFORMATION. BITUMINOUS PAVEMENT FOOTINGS. 3. ACCESSIBLE PARKING SIGNS SHALL BE PER B CONCRETE SPLASH PAD (SEE DETAIL GRAD -22) MINNESOTA MUTCD SIGN R7 -8M, VAN ACCESSIBLE ° 10 15" WIDE CONCRETE PARKING SIGNS PER R7-8BP WHERE INDICATED AS a CONCRETE WALK/PAVEMENT 0 11 "VAN". SEE ACCESSIBLE SIGN AND POST DETAIL. AREA (SEE DETAIL SITE -51) Q GRASS PAVE PARKING AREA 2 FOOT LONG CURB 4. PROVIDE 4" WIDE SOLID WHITE STRIPING IN Z Z m PARKING AREAS, UNLESS NOTED OTHERWISE. m 5. PROVIDE PAVEMENT MARKINGS AND PAINT SYMBOLS DRAWING SCALE AT ACCESSIBLE PARKING SPACES PER MN MUTCD, 0 10 20 40 m ADA AND LOCAL CODE. (IN FEET) GENERAL GEOMETRIC AND PAVING NOTES: 1. SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT WORK. CHECK ALL PLAN AND DETAIL DIMENSIONS. BUILDING AND PAVING SHALL BE LAID OUT ON SITE BY A REGISTERED LAND SURVEYOR. 2. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT, EXACT LOCATION AND DIMENSIONS OF STOOPS/EXITS, RAMPS AND TRUCK DOCKS AND PRECISE BUILDING DIMENSIONS. 3. ALL PAVING DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS NOTED OTHERWISE. THE FLOW LINE OF CURB IS ASSUMED TO BE 8 INCHES FROM THE BACK OF CURB. 4. MEET REQUIREMENTS OF LOCAL GOVERNING AUTHORITY FOR WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING TEMPORARY TRAFFIC CONTROL. A TRAFFIC CONTROL PLAN SHALL BE PROVIDED AND APPROVED BY THE CITY PRIOR TO BEGINNING WORK IN THE RIGHT OF WAY. 5. ALL SIDEWALKS SHALL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THE MAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL SLOPE SHALL BE 5.0% UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 6. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2% IN ACCESSIBLE PARKING AND LOADING AREAS. 7. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT SAWCUT LINES, ALLOWING NO PONDING OF WATER AT JOINTS. PROVIDE SMOOTH GRADE TRANSITION ACROSS NEW AND EXISTING JOINTS. 8. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO PAVING. 9. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ON BITUMINOUS PAVING. KEY NOTES O / / / i15.7 PROPER! SE I f_ACI\ a 9 0\p E1 BITUMINOUS PAVEMENT (SEE DETAIL SITE -1) ❑2 CONCRETE SIDEWALK (SEE DETAIL SITE -6j �3 B612 CONCRETE CURB AND GUTTER (SEE DETAIL SITE -7) ® 4" WHITE PARKING STRIPE, TYPICAL �w CLS, ACCESS SPACES PARK:.:; ,; 18' x SITE DATA MATCH EXISTING CONCRETE CURB AND GUTTER ti © ACCESSIBLE PARKING STRIPING (SEE DETAIL SITE -46) 1.806 ACRES E7 ACCESSIBLE PARKING SIGN (SEE DETAIL SITE -36) ACRPS ® PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND DIMENSIONS OF ACRES VESTIBULES, DOORS, RAMPS, TRUCK DOCKS, TRASH ENCLOSURE, AND PRECISE =.345 BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR STOOPS AND SF} FOOTINGS. 0.96' ACRES ❑9 CONCRETE SPLASH PAD (SEE DETAIL GRAD -22) C0VFrRAC3F 12t13%) 10 15" WIDE CONCRETE RIBBON CURB (SEE DETAIL SITE -8) 0 11 GRASS PAVE PARKING AREA (SEE DETAIL SITE -51) Q 12 2 FOOT LONG CURB TAPER FROM 6" HEIGHT TO FLUSH (SEE DETAIL SITE -11) �w CLS, ACCESS SPACES PARK:.:; ,; 18' x SITE DATA J ti iLn LUWU):5~ PARCF1 A €PFR1-FNT COVERAGE) 1.806 ACRES (78,666 ACE (64.45%) .'64 ACRPS (50,718 SF) "IJJS (3 55%`, 642 ACRES (27,951 SF) �J =.345 A..rdES (36,788 SF} ERHi^v-JS (53.24%) 0.96' ACRES (41,878 L) C0VFrRAC3F 12t13%) C381 ACRES (16,620 0 W fn J Q Q�_ REVISIONS BY WATERSHED CMMTS 12.02.2016 PROOF OF PARKING 06.30.2017 cz J ti iLn LUWU):5~ H W U) W F Z Z_ os Ln om }H} Qof p ZO W U a m o F W N 3 C � In h � 3 C 3 �J i N � V1 a h Q � 0 cz J ti iLn LUWU):5~ H W U) W F Z Z_ N Ln Lj }H} Qof p ZO W U a cZCOc W C C � �_ w > C 3 �J i N � V1 a h Q � - c Z `^ L) W e Q D_0 0 ly Lu LL O�zco 0ftcn 'r z> dm Ln W 3 LUWU):5~ H W U) W F Z Z_ 2 a U j Wp � Lj }H} Qof p ZO W U a a ro N W W O �O2Qwa V_z, awac7w �_ w > } U 0 2 Z 2 wI-LZH W I.- Z Z �J N xa.0< o DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C2 Z cnZ J X W > O W Z w o Y Q � W C) Z L) W Z Q D_0 (n W fn J Q Q�_ > Z Z m o cMD m U 0 U m DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C2 o` o` R o.' ° f o , } l � r I $ ©: / ; •i% •'' ', : - �,/ � ,-. - - ;- - - i Caw ', kx 1.0 •940 4 65 i�Z'41'� / / 41 a1 40 moo'•' � / � ,�� `�; J / /'/ � / / !'% f F �{� 4 �F / / : _ii ;% j , ' , P. mac.,' •' ;, ,'` /%/ / / / / \ % /' 7 \ '".� HP,.12 41.48 \ 55 , 4 1 ; N (nn ;'�: /• F / J '/ /4 6c „�ili j �,. '• ,gni:%. /-� 2\"L,.✓� � CYC i. z J x, T\\/ ' , x- / i , , q/ / X'�',-%' �J 7g �•tti'-Y•A /, 41.60 �� a+ / %." x`?, i _ _'. \ *., /y '; / 2 i \ • c', \ - / 942 / ; / .�IV '4.-'' �� ,� ' � _ .`42.30 ` '�,`�, � ' -- _ \ �(�' ' O FOUL ,yaGt� �� ! i / o !/ '/ j - / "�'%• - i . 7� r), \ ,s.i i 42.0 2 x�j � ,!x�3?� i' / "/ g�`• e�e',' 't�c`�' ;x '42.65 � xv /q@1 \\ a j ME J \\ / \ \ xx / /; �;' / ;' �S-/ � / ,i��/ - /. •,. �� 4'195 42.80. t 3. ME 0� 9 0ci v i �x i , i 42.80 � � � 42. �% ; ! ; 9 i 41.0 A 0� 1 42.30 BUILDING. ADDITIQN , 50 / r S �a rn `7 0 SF- / x� F = 942.80 -: F� - i 00 z\ , 1 . t 37.40T\ J ,alz 40.70 / V 0 x W 60 > Qr a\ti ddt a�` FFA S \ 40.0 do 0.o.. v ,,` N DRAWING SCALE 0 10 20 40 (IN FEET) �G \ R r �\ .7oA 1 3$.90 l� - PROPERTY LINE SETBACK LINE 4Q.10', ,,- 39.40 39.90 4, i; e ,, ,0 \ �\ / a / \ 40 5 < X.VA \AAV. wiA�A AA / •' p/ La \At x L '� i ' O, " \, S)/ \ A941 1.70 N% g \ X 41.80 Y / / '00" 'v i :a-ujry/4� X l P '00 �y .000 Vx Know what's below. Call before you dig. Q 77 i GENERAL GRADING AND DRAINAGE NOTES: 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. 4. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 5. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 6. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 7. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 8. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 9. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 10. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 11. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 12. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 13. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. GRADING LEGEND: o0 ;� MANHOLE/CATCHBASIN - 942 MINOR CONTOUR ELEVATION 945 MAJOR CONTOUR ELEVATION » STORM SEWER 3 TIP OUT GUTTER @-ME MATCH EXISTING @,,42.35 SPOT ELEVATIONS 2.09_ SLOPE/GRADE REVISIONS BY WATERSHED CMMTS 12.02.2016 PROOF OF PARKING 06.30.2017 cz M 7 z 0] �1 W 3 gW gm °WO 0 w w cn F CL LU N L � 3 :t Ln m 3 =) 3:L3< Ln 0 cz z 0] �1 W 3 gW °WO 0 w w CL LU 0) :t Ln m W ¢ =) 3:L3< .n y..'"ftft LDQ a I..L Vawac7w Y ,yam, N N a F xCL0av w Z Z u m WW z OLU 2Z0 O W z 0] �1 W 3 gW °WO 0 w w CL LU = a Vj WO L Fyy-<0: W ¢ =) 3:L3< WLL 'W N LDQ XOM<LLJ _Z� I..L Vawac7w w o ca w z HW F w Z W p J F xCL0av in z Z JLD I..L C >0 D Wp Z Z Z WW z Q WU QLJ � c C 'w^ VJ Q O Q Z00 00 W 0 U vJ DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C3 OVI- 0) CA �� "�� S `•� CONNECT TO EXISTING �rMANHOLE WITH A SOIL TIGHT / SEAL AT IE=933.0 16 LF -10" CPEP AT 6.0% et` MH 2 (48"0, R-1733) SEE DETAIL GRAD -16 cye� RE=941.50 10" PER OR 6�Q�a9�- \ TOP OF WEIR WALL=937.70 ¢¢�� ? z Qy • at`� / / DRAINT L1 A �d0% g�6 8"0 ORIFICE IN WEIR WALL=936.70 � b'" IE=933.96 (NE) CBl 48"O, R -3067-v) 1r \ X,r '' ' \ / SEE DETAIL G�R1 ` RE 1.35 �\ A` //936.70 e�fitP=933.7p � O�� L �C�b�� & 10" TEE sp 01 3 O \'A .0000,000000" 10" TEE 7 Q p v / / ROCK INFILTRATION AND STORAGE BMP �Vt O� " �" 6,125 SF MINIMUM AREA FO,p Sgt / / gg� Q\ A�'; 10" CROSS 9. 2.3 IE (10" PERFORATED DRAIN AT OUTLET) = 936.70 '(� ROOF DRAIN:T"HROUGH BUILDING WALL. O 7" ROCK BASE X / et` FER RE" TO MECHANICAL PLUMBING •2 J \� 4" ROCK COVER PLANS" FOR INTERNAL DRAIN ROUTING. SEE DETAIL GRAD -SWM CONCRETE ELEV.=942.65 10" TEE •� .'. :° A.. �• 10" TEE \ ''\ O \ C� BUILDING ADDITION 'c 7,050 SF Know what's below. 0811 before you dig. N DRAWING SCALE 0 10 20 40 ( IN FEET) FFE = 942.80 T {� 194 LF -10" PERFORATED DRAINTILE AT 0.00% C)� O:. = X�p ce,o ��. \ \ Vn� cam: V6\�gGp, � <�c�`b \ J O� " p e •p 1?Jll$T EXISTING STRUCTURE TO Cf _�RH NEW CURB'AND GUTTER. \ as Tj� RE=939.60 r 937.50 (4") 934.6 RI ., ,�v .,gyp•_ �; \\ 7 CB 1 (48"0, R -3067-V) SEE DETAIL GRAD -15 cd q RE=939.90 r IE 936.70 SUMP=9,3,3,7Q , HT g3 ab \ 30 LF -4" OP �-_.. A IR' Le PVC AT 2.50% // �-J1 4" CLEANOUT, \ �IE=93 8.25 i p vv A• �� /i \ 80 LF -4" PERFORATED V PVC AT 2.37% �rs GRASS PAVER CELL SEE DETAIL SITE -51 „ 4" CLEANOUT, c4 4 [E=-940 15 � �A ' ;' �� r\ y// .Y., 'V , � G}'0 G to 0 SITE UTILITY LEGEND: Q®® MANHOLE/CATCHBASIN (SEE DETAILS) » STORM SEWER KSTORM WATER MANAGEMENT BMP (SEE DETAIL) GENERAL UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING FACILITIES. 3. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF UTILITY PIPE REMOVALS. 4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTORS. 5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE. B. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO DETAIL UTIL-10 FOR DETAILS. 9. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO BE FLUSH WITH FINAL GRADE. 10. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT. 11. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS AND BE INSTALLED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTALLATION GUIDELINES. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE 40. 12. ALL SEWER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS. 13. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR ROOF DRAINS, FOUNDATION PERIMETER DRAINTILE AND FITTINGS/CONNECTIONS. REVISIONS BY WATERSHED CMMTS 12.02.2016 PROOF OF PARKING 1 06.30.2017 O�Z0 0 z>-afcn mcnw3 LO U))trW5Wrnn (L z W 2 jr Q a V j N Y N In a. W W z y v UQW ~Z -U U u W co E-LZFF--wF 0 z L 6 `m a z_ d= U U u � D Q a O�Z0 a z>-afcn mcnw3 LO U))trW5Wrnn (L z W 2 jr Q a V j } Q p j O LL 3 O Q m m N a. W W IxZ}a_wa O� wF- to UQW ~Z -U U Li > W co E-LZFF--wF 0 z 2(LOQU N z_ Z z Q O U) D_ >O LLJ U Q z W z_ Q U U W (n D Q (DO = W z Z m M 0 Z _ O U W m DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C4 IMAX MAX DRIP -LINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) - RADIUS = i FOOT PER INCH OF TRUCK DIAMETER z 5 ' i 3 0 o , TREE PROTECTION FENCE VARIES SEE PLANS DEMO -1 I TREE PROTECTION NOT TO SCALE INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING NO PARKING NO PARKING MARKING ACCESS AISLE PARKING CENTERS- CENTERN 8' MIN. 2" WEAR COURSE TYPE SPWEA340B PER MNDOT 2360 - 1D ACCESS AISLE SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE IT SERVES 2" NON -WEAR COURSE TYPE SPNWB3308 PER MNDOT 2360 SITE -46 I ACCESSIBLE PARKING PAVEMENT MARKINGS TACK COAT PER MNOOT 2357 NOT TO SCALE 8' CLASS 5 AGGREGATE BASE PER MNOOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY FINISHED GRADE 4" WIDE STRIPE (TYP.) B1Yi SRO= eP1l1R1C NLBEWOVEN POLYPROPYLENE FABRIC (a PE4 at.Lj % 7 WITH ALL SEAMS DOUBLE SEE PLANS FOR CASTING TYPE t 10 Wd Pte" 1. STITCHED USING NYLON THREAD STS' VOW OR MM MTWE Ma1ERHL J CATCH BASIN GRATE & FRAME WITH MACHINED (- BEARING SURFACES AND TWO CONCEALED PICK ' CATCHBASIN GRATE HOLE 2" ADJUSTING RINGS (2 MIN., 4 MAX.) FULL BED OF MORTAR BETWEEN RINGS AND NOS 70 SrALE PLYWOOD MORTAR OUTSIDE OF RINGS 1;xG tr�r x @74.rmrr 30 TMWM+AI 3TAKC PANTEH WNR€ CUT-OUT VIEW "iYP,t r COMCREliF 27" 4 4 ; * ■ # i WA3,NG1111' '--LAOSOR,NEX+7(11' PRECAST REINFORCED CONCRETE MANHOLE (txs } SLAB. THICKNESS: 6" FOR 42-48" DIA., 8" FOR T ""''`� r' ots mop QONCM WA3WJ VARIES g ( 00 POST 12-16' 54-102" DIA. Ale n i» x Nnnn X 2:4 !n) _I PRECAST CONCRETE CATCH BASIN vAR CATCHBASIN OR MANHOLE PER ASTM C478 * tII ALL BUTTED JOINTS BETWEEN SECTIONS SHALL HAVE "0" RING RUBBER GASKETS "° • MANHOLE STEPS, NEENAH R -1981-J VARIES O 16" O.C. ON DOWNSTREAM SIDE 4 s r t _• -- �. NN71 i_ SEE PLAN P�QF"O\P. SEE PLAN FOR PIPE SIZE AND INVERT 10 "ti PLASIC UNWG _.. (TYP,} Bim£ 200 ' � , W SIRE y GROUT AND SLOPE 2" PER FT. s" 1 NOT TOSCNi 1.1. DEDENOTES, VICES SHALL BE SIZED TO FIT CATCH BASIN OPENING AND SHALL BE FASTENED ACCORDING STAPLE DECAL TO MANUFACTURER'S INSTRUCTIONS. s" POURED OR PRECAST CONCRETE BASE - TYPE 'ABDYE 6RADC" MIN. SLAB THICKNESS fi' FOR UP TO 14' WITH SW BA{ES 2. THE SEAMS SHALL HAVE A CERTIFIED AVERAGE NIDE WIDTH STRENGTH PER ASTM D-4884 AS SEE RPIES LAN DEPTH. INCREASE THICKNESS 1" FOR EVERY 4' A= FOLLOWS: REGULAR FLOW - 165 LBSANCH. HIGH FLOW - 114.6 LBS/INCH. OF DEPTH GREATER THAN 14' AND REINFORCE 1, XIU41. gATOJT 00JR9440 ut TI REIn.. (REWITH 6"X6", 10/10 MESH. I THE CDMVWE GUMS 09 Si.'t7 . n4 4-!W EROS -6 I CONCRETE WASHOUT 3. PROVIDE GUTTER GATOR AT CATCHBASINS WITH CURB BOXES. slue BE eWMM WRION 1) o OF THE NOT TO SCALE TEMPORARY iOUCRE'E WASHmff F1CS1M. 3/8" STEEL PLATE AT TOP, EROS -5 I SILT SACK INLET PROTECTION SLOPE DOWN, WELD ALL SIDES NOT TO SCALE GRAD -151 STORM SEWER TOP SLAB BASIN INTERNATIONAL SYMBOL OF NOT TO SCALE SIGN SHALL BE CENTERED AT THE .I� 12" MIN ACCESSIBILITY PER ICC/ANSI MANHOLE STEPS, NEENAH NEENAH CASTING. HEAD OF THE PARKING SPACE AND I A117.1, SECTION 703.6.3.1 R -1981-J OR EQUAL SEE PLANS PLACED A MAXIMUM 8 FEET FROM 2" METAL SIGN WITH LETTERING PER THE HEAD OF THE PARKING SPACE ICC/ANSI A177.1, SECTION 703. 2" ADJUSTING RINGS WHITE LEGEND AND BORDER ON (2 MIN., 4 MAX.) WITH FULL BED BLUE BACKGROUND, FULLY Tg" OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. PARKING REFLECTORIZED. 18" MIN. 4'_0• 27" PRECAST CONCRETE SECTION VEHICLE ID ATTACH 6" X 12" VAN ACCESSIBLE -� PER ASTM C478 FINISHED GRADE ACCEPTABLE ON SITE SOIL. 12" REQUIRED SIGN TO POST IF APPLICABLE. SEE ECCENTRIC ONE MAX. LIFT (PRIOR TO COMPACTION) UP TOO$2OD FINE PLAN FOR LOCATIONS 16" O.C. FOR VIOLATION �� PREFORMED GASKET TYPE SEAL TS 4' X 4" X .375" STEEL TUBE, FILL WITH CONCRETE AND PAINT 4'-0" VAN TYP. ACCESSIBLE WHERE CONCRETE OCCURS AT BASE V-4" 60" - 66" USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK I � GASKETED, FLEXIBLE, WATERTIGHT HEIGHT 4'-0" MIN. CONNECTION UNLESS GROUTED (VARIES) 10:1 SLOPE CONNECTION IS APPROVED FINISHED GRADE NOTE: REINFORCING SHALL BE A 8•0 FLOW 10.0 SLOPE PER O.S.H. A. MINIMUM OF A SINGLE STANDARDS 4" LONG STUDS WELD AT QUARTER LINE WIRE FABRIC HAVING AN AREA OF NOT LESS HAND PLACED AND TAMPED POINTS 8" ON CENTER THAN 0.12 SQ. INCH PER 6" MIN PER 2'-6- � FOOT OF HEIGHT. CONCRETE WEIR WALL GRANULAR BNSK ACFILL NOTE 3 FOR FLOW 10'0 PERFORATED SITUATIONS. CONCRETE BASE (3,000 PSI) " PRECAST CONCRETE BASE NOTES: GRANULAR BEDDING PER 15' 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT A � SPECIFICATIONS LESS THAN 0.12 SQ. INCH PER FOOT OF HEIGHT. VARIES - NOTES: 2. FOR MANHOLES 8' DEEP OR GREATER, THE SECTION IMMEDIATELY BELOW THE CONE SHALL BE UNDISTURBED SOIL 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH ALL CURRENT STATE AND LOCAL CODES AND REGULATIONS PROM (16"). MIN. TRENCH WIDTH 3. PROVIDE STEPS AS INDICATED ON MANHOLES 4.5' DEEP AND GREATER. ,� PER MANUFACTURER SITE -36 I ACCESSIBLE SIGN AND STEEL POST NomS, NOT TC SCALE GRAD -16 I STORM SEWER ECCENTRIC CONE BASIN 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY IN NOT TO SCALE LANDSCAPED AREAS; 100% IN TOP 3' OF SUBGRADE IN PAVED AREAS OR WITHIN 5 FEET OF STRUCTURE; 95% BELOW THE TOP 3' OF SUBGRADE 2. GRANULAR BEDDING DEPTH SHALL BE MIN. 4" FOR PIPE SIZES 4-24"; 6" FOR PIPE SIZES ALL PLAN DIMENSIONS CURB TAPER LENGTH 30" AND GREATER. BACK/CURB 3. FOR ALL PERFORATED PIPE, WRAP 2'-3" WASHED GRANULAR BACKFILL WITH A TYPE 5 ARE TO FLOW UNE OF CURB FULL HEIGHT (SEE PLANS) NON -WOVEN GEOTEXTILE FABRIC PER MN/DOT 3373. SLOPE 3/4" PER FOOT 8" TO FINISHED GRADE 3" R BACK OF CURB FACE/CURB BEGIN CURB TAPER SEE NOTE 1. GUTTER/ FLOWFULL HEIGHT UNE i/2" R GRAD -26 I RCP PVC & CPEP PIPE BEDDING 1/2 R END CURB TAPER 1 1 - - - I � PAVEMENT 2" SQUARE SHARPENED WOOD ~ POST O 6' MAX. SPACING OR i MEET CITY REQUIREMENTS FABRIC SECURELY �Qac9w(0 LLI FASTENED TO POST z z APPROVED GEOTEXTILE FABRIC 0? (36' WIDTH) o m m N rn SCARIFY AND RECOMPACT UPPER 12" OF SUBGRADE TO AT LAY FABRIC IN TRENCH m W > 30" MIN. LEAST 100% STANDARD PROCTOR DENSITY AS NECESSARY Z 0 lil I- N LENGTH ORANGE PER MNDOT COMPACTED REPORT OR AS DIRECTED BY THE ON-SITE TESTING FIRM GRADE - CONSTRUCTION 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' `m a --, •.. - ..,,_..- FENCE 6 \r7 N m 0 Z BACKFILL OVER THE TOP OF SITE -1 I BITUMINOUS PAVEMENT N CENTER PAD ON NOT TO SCALE FABRIC &COMPACT THE SOIL 6` 24" MIN. - Co z z OR MACHINE SLICE 8"-12" ROOF DRAIN 5'-0' DEPTH DEEP (PLUS 6" FLAP) BUILDING NOTES: 1. POST SPACING SHALL NOT EXCEED 6 FEET CURB FULL HEIGHT BEGIN CURB TAPER 2. GEOTEXTILE FABRIC SHALL BE "MIRAFI" TYPE OR APPROVED EQUAL PAVEMENT SECTION OR 3. TRENCH SHALL BE A MIN. OF 6 INCHES DEEP BY 6 INCHES WIDE NOT TO SCALE 4. MACHINE SLICED METHOD IS ACCEPTABLE m EROS -2 I SILT FENCE CRITICAL ROOT ZONE NOT TO SCALE DEPTH OF AGGREGATE BASE TO CURB RAMP OR FLUSH RIBBON 41 CURB WITH WARNING PANELS (SEE PLAN AND DETAILS) �- DRIP -LINE 7• MR7 z 5 ' i 3 0 o , TREE PROTECTION FENCE VARIES SEE PLANS DEMO -1 I TREE PROTECTION NOT TO SCALE INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING NO PARKING NO PARKING MARKING ACCESS AISLE PARKING CENTERS- CENTERN 8' MIN. 2" WEAR COURSE TYPE SPWEA340B PER MNDOT 2360 - 1D ACCESS AISLE SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE IT SERVES 2" NON -WEAR COURSE TYPE SPNWB3308 PER MNDOT 2360 SITE -46 I ACCESSIBLE PARKING PAVEMENT MARKINGS TACK COAT PER MNOOT 2357 NOT TO SCALE 8' CLASS 5 AGGREGATE BASE PER MNOOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY FINISHED GRADE 4" WIDE STRIPE (TYP.) B1Yi SRO= eP1l1R1C NLBEWOVEN POLYPROPYLENE FABRIC (a PE4 at.Lj % 7 WITH ALL SEAMS DOUBLE SEE PLANS FOR CASTING TYPE t 10 Wd Pte" 1. STITCHED USING NYLON THREAD STS' VOW OR MM MTWE Ma1ERHL J CATCH BASIN GRATE & FRAME WITH MACHINED (- BEARING SURFACES AND TWO CONCEALED PICK ' CATCHBASIN GRATE HOLE 2" ADJUSTING RINGS (2 MIN., 4 MAX.) FULL BED OF MORTAR BETWEEN RINGS AND NOS 70 SrALE PLYWOOD MORTAR OUTSIDE OF RINGS 1;xG tr�r x @74.rmrr 30 TMWM+AI 3TAKC PANTEH WNR€ CUT-OUT VIEW "iYP,t r COMCREliF 27" 4 4 ; * ■ # i WA3,NG1111' '--LAOSOR,NEX+7(11' PRECAST REINFORCED CONCRETE MANHOLE (txs } SLAB. THICKNESS: 6" FOR 42-48" DIA., 8" FOR T ""''`� r' ots mop QONCM WA3WJ VARIES g ( 00 POST 12-16' 54-102" DIA. Ale n i» x Nnnn X 2:4 !n) _I PRECAST CONCRETE CATCH BASIN vAR CATCHBASIN OR MANHOLE PER ASTM C478 * tII ALL BUTTED JOINTS BETWEEN SECTIONS SHALL HAVE "0" RING RUBBER GASKETS "° • MANHOLE STEPS, NEENAH R -1981-J VARIES O 16" O.C. ON DOWNSTREAM SIDE 4 s r t _• -- �. NN71 i_ SEE PLAN P�QF"O\P. SEE PLAN FOR PIPE SIZE AND INVERT 10 "ti PLASIC UNWG _.. (TYP,} Bim£ 200 ' � , W SIRE y GROUT AND SLOPE 2" PER FT. s" 1 NOT TOSCNi 1.1. DEDENOTES, VICES SHALL BE SIZED TO FIT CATCH BASIN OPENING AND SHALL BE FASTENED ACCORDING STAPLE DECAL TO MANUFACTURER'S INSTRUCTIONS. s" POURED OR PRECAST CONCRETE BASE - TYPE 'ABDYE 6RADC" MIN. SLAB THICKNESS fi' FOR UP TO 14' WITH SW BA{ES 2. THE SEAMS SHALL HAVE A CERTIFIED AVERAGE NIDE WIDTH STRENGTH PER ASTM D-4884 AS SEE RPIES LAN DEPTH. INCREASE THICKNESS 1" FOR EVERY 4' A= FOLLOWS: REGULAR FLOW - 165 LBSANCH. HIGH FLOW - 114.6 LBS/INCH. OF DEPTH GREATER THAN 14' AND REINFORCE 1, XIU41. gATOJT 00JR9440 ut TI REIn.. (REWITH 6"X6", 10/10 MESH. I THE CDMVWE GUMS 09 Si.'t7 . n4 4-!W EROS -6 I CONCRETE WASHOUT 3. PROVIDE GUTTER GATOR AT CATCHBASINS WITH CURB BOXES. slue BE eWMM WRION 1) o OF THE NOT TO SCALE TEMPORARY iOUCRE'E WASHmff F1CS1M. 3/8" STEEL PLATE AT TOP, EROS -5 I SILT SACK INLET PROTECTION SLOPE DOWN, WELD ALL SIDES NOT TO SCALE GRAD -151 STORM SEWER TOP SLAB BASIN INTERNATIONAL SYMBOL OF NOT TO SCALE SIGN SHALL BE CENTERED AT THE .I� 12" MIN ACCESSIBILITY PER ICC/ANSI MANHOLE STEPS, NEENAH NEENAH CASTING. HEAD OF THE PARKING SPACE AND I A117.1, SECTION 703.6.3.1 R -1981-J OR EQUAL SEE PLANS PLACED A MAXIMUM 8 FEET FROM 2" METAL SIGN WITH LETTERING PER THE HEAD OF THE PARKING SPACE ICC/ANSI A177.1, SECTION 703. 2" ADJUSTING RINGS WHITE LEGEND AND BORDER ON (2 MIN., 4 MAX.) WITH FULL BED BLUE BACKGROUND, FULLY Tg" OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. PARKING REFLECTORIZED. 18" MIN. 4'_0• 27" PRECAST CONCRETE SECTION VEHICLE ID ATTACH 6" X 12" VAN ACCESSIBLE -� PER ASTM C478 FINISHED GRADE ACCEPTABLE ON SITE SOIL. 12" REQUIRED SIGN TO POST IF APPLICABLE. SEE ECCENTRIC ONE MAX. LIFT (PRIOR TO COMPACTION) UP TOO$2OD FINE PLAN FOR LOCATIONS 16" O.C. FOR VIOLATION �� PREFORMED GASKET TYPE SEAL TS 4' X 4" X .375" STEEL TUBE, FILL WITH CONCRETE AND PAINT 4'-0" VAN TYP. ACCESSIBLE WHERE CONCRETE OCCURS AT BASE V-4" 60" - 66" USE 1-1/2" EXPANSION MATERIAL AND URETHANE CAULK I � GASKETED, FLEXIBLE, WATERTIGHT HEIGHT 4'-0" MIN. CONNECTION UNLESS GROUTED (VARIES) 10:1 SLOPE CONNECTION IS APPROVED FINISHED GRADE NOTE: REINFORCING SHALL BE A 8•0 FLOW 10.0 SLOPE PER O.S.H. A. MINIMUM OF A SINGLE STANDARDS 4" LONG STUDS WELD AT QUARTER LINE WIRE FABRIC HAVING AN AREA OF NOT LESS HAND PLACED AND TAMPED POINTS 8" ON CENTER THAN 0.12 SQ. INCH PER 6" MIN PER 2'-6- � FOOT OF HEIGHT. CONCRETE WEIR WALL GRANULAR BNSK ACFILL NOTE 3 FOR FLOW 10'0 PERFORATED SITUATIONS. CONCRETE BASE (3,000 PSI) " PRECAST CONCRETE BASE NOTES: GRANULAR BEDDING PER 15' 1. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE FABRIC HAVING AN AREA OF NOT A � SPECIFICATIONS LESS THAN 0.12 SQ. INCH PER FOOT OF HEIGHT. VARIES - NOTES: 2. FOR MANHOLES 8' DEEP OR GREATER, THE SECTION IMMEDIATELY BELOW THE CONE SHALL BE UNDISTURBED SOIL 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH ALL CURRENT STATE AND LOCAL CODES AND REGULATIONS PROM (16"). MIN. TRENCH WIDTH 3. PROVIDE STEPS AS INDICATED ON MANHOLES 4.5' DEEP AND GREATER. ,� PER MANUFACTURER SITE -36 I ACCESSIBLE SIGN AND STEEL POST NomS, NOT TC SCALE GRAD -16 I STORM SEWER ECCENTRIC CONE BASIN 1. BACKFILL SHALL BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY IN NOT TO SCALE LANDSCAPED AREAS; 100% IN TOP 3' OF SUBGRADE IN PAVED AREAS OR WITHIN 5 FEET OF STRUCTURE; 95% BELOW THE TOP 3' OF SUBGRADE 2. GRANULAR BEDDING DEPTH SHALL BE MIN. 4" FOR PIPE SIZES 4-24"; 6" FOR PIPE SIZES ALL PLAN DIMENSIONS CURB TAPER LENGTH 30" AND GREATER. BACK/CURB 3. FOR ALL PERFORATED PIPE, WRAP 2'-3" WASHED GRANULAR BACKFILL WITH A TYPE 5 ARE TO FLOW UNE OF CURB FULL HEIGHT (SEE PLANS) NON -WOVEN GEOTEXTILE FABRIC PER MN/DOT 3373. SLOPE 3/4" PER FOOT 8" TO FINISHED GRADE 3" R BACK OF CURB FACE/CURB BEGIN CURB TAPER SEE NOTE 1. GUTTER/ FLOWFULL HEIGHT UNE i/2" R GRAD -26 I RCP PVC & CPEP PIPE BEDDING 1/2 R END CURB TAPER 1 1 - - - I � PAVEMENT 0 T SJ ~ COMPACTED SUBGRADE- i (U �Qac9w(0 LLI PROOF ROLL PER SPECIFICATIONS z z 6624 0? L3 o m m N rn SCARIFY AND RECOMPACT UPPER 12" OF SUBGRADE TO AT pma_w •'Il'�rd LEAST 100% STANDARD PROCTOR DENSITY AS NECESSARY Z 0 lil I- N TO ACHIEVE COMPACTION, AS INDICATED IN THE GEOTECH at PER MNDOT COMPACTED REPORT OR AS DIRECTED BY THE ON-SITE TESTING FIRM z 0 Y 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' `m a --, •.. - ..,,_..- ,.: y c \r7 N m 0 Z p� SITE -1 I BITUMINOUS PAVEMENT N CENTER PAD ON NOT TO SCALE v - Co z z 4" PERFORATED PVC, SLOPE ROOF DRAIN = U NOTES: BUILDING N CURB FULL HEIGHT BEGIN CURB TAPER PAVEMENT SECTION WHICH CURB 0 T SJ ~ 8612 i (U �Qac9w(0 LLI z *r Ln 6624 0? Lm } Q p j O LL 3: m m N rn _ pma_w •'Il'�rd � Z 0 lil I- N t= at PER MNDOT COMPACTED AND GUTTER Y � Y 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' `m a --, •.. - ..,,_..- ,.: y c \r7 N m u p� t., rm a CENTER PAD ON 0 O v - Co -- 4" PERFORATED PVC, SLOPE ROOF DRAIN Z o NOTES: DDoo = CURB FULL HEIGHT BEGIN CURB TAPER PAVEMENT SECTION WHICH CURB PAVEMENT SECTION OR 4" NOT TO SCALE w m I= WITH SURFACE GRADE. TURF SURFACE COVER DEPTH OF AGGREGATE BASE TO 41 TAPER HAS MATCHED INTO 7• MR7 MIN 24" DEPTH MINIMUM NOTES: O O O O O O PER MNDOT 3733 MATCH DEPTH AT ADJACENT -- 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, GRAD -SWM I STORM WATER MANAGEMENT COMPACTED (- PAVEMENT. COMPACT TO 1008 STANDARD PROCTOR DENSITY 0 SUBGRADE PER END CURB TAPER O O O O 3" <8` m a TH MINIMUM SPECIFICATIONS ; I Existing Subgrade O -I I I -I I I 20" DEP OF ORGANICS OR SELECT Perforated Cell Wall For Rhizomatous Root Growth �. COARSE FILTER -III w ' PER MNDI m GRANULAR SAND PER MNDOT 4" OF PORTLAND CEMENT CONCRETE (P.C.C) 3. CONSTRUCT CURB AND GUTTER WITH MNDOT 2531 DEPTH VARIES w I 3149.28 SOIL CORRECTION. SITE -8 I CONCRETE RIBBON CURB SEE PLAN PLAN VIEW Traction Nodule J AND BASE. l NOT TO SCALE SEE PAVING DETAILS 3V _ 6' EXISTING STORM SEWER PIPE i COMPACTED GRANULARa _ PLACE 2' THICK SOIL BETWEEN INSULATION { �7` CONCRETE 13-1/2" POLYSTYRENE INSULATION 12" AND PIPE= �- _ - < :. 4. CONCRETE RIBBON CURB - PER MNDOT 3760, CENTERED - - FINISHED GRADE, ON STORM PIPE 4' LONG r L r7_i - < a - SEE PLANS SLOPE PER GRADING PLAN RCP 8 PAVEMENT AND BASE. PIPE r AGdREE�%E.-_ �., b 1:7 SLOPE PLAN VIEW SEE PAVING DETAILS. REVISIONS BY WATERSHED CMMTS 12.02.2016 PROOF OF PARKING 06.30.2017 1= O�ZOCK W LL O T SJ ~ 8612 i (U �Qac9w(0 LLI z *r Ln 6624 0? Lm } Q p j O LL 3: m m N rn _ pma_w •'Il'�rd � w � lil I- N t= at PER MNDOT COMPACTED AND GUTTER Y � Y 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' `m a --, •.. - ..,,_..- ,.: y c \r7 SOIL CORRECTION. u p� Q rm a CONCRETE GUTTER SECTION OR 0 O v O�ZOCK W LL O w QmoLLUN 8612 awof(~na0 20" �Qac9w(0 LLI z W U) F Z 6624 iLLv�o W } Q p j O LL 3: m m N D_' W W pma_w WtLZHW� p W Z _J XU O_ lil I- N 2a.OQU BEGINNING OF CURB TAPER AND 0 INCHES AT END OF TAPER INSTALL 45' BENDS WITH MEGALUGS LOWERED WATER PIPE NOTES: 1. STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS FOR 10' EACH WAY FROM CENTERLINE OF WATER PIPE CURB TYPE X WATERMAIN 8612 12" 20" 8618 18" 26" 6624 CONCRETE 32" >_ � O a 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION 1. FULL VERTICAL HEIGHT OF CURB IS ASSUMED TO BE 6 INCHES AT 6" CLASS 5 AGGREGATE BASE 1.1 SLOPE NOT TO SCALE OF ADJACENT PAVEMENT SLOPE BEGINNING OF CURB TAPER AND 0 INCHES AT END OF TAPER PER MNDOT COMPACTED AND GUTTER Y 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' UNLESS NOTED OTHERWISE --, •.. - ..,,_..- ,.: SPACING, EXPANSION JOINTS AT 60' MAXIMUM SPACING SOIL CORRECTION. STANDARD PROCTOR DENSITY Y Q CONCRETE GUTTER SECTION OR 0 O - Co I ._13' 4" PERFORATED PVC, SLOPE 3. CONSTRUCT CURB AND GUTTER PER MNDOT 2531 Z o NOTES: DDoo = CURB FULL HEIGHT BEGIN CURB TAPER PAVEMENT SECTION WHICH CURB PAVEMENT SECTION OR CONCRETE NOT TO SCALE m I= WITH SURFACE GRADE. TURF SURFACE COVER DEPTH OF AGGREGATE BASE TO 1. SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE TAPER HAS MATCHED INTO 7• MR7 MIN 24" DEPTH MINIMUM NOTES: O O O O O O PER MNDOT 3733 MATCH DEPTH AT ADJACENT -- 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, GRAD -SWM I STORM WATER MANAGEMENT COMPACTED (- PAVEMENT. COMPACT TO 1008 STANDARD PROCTOR DENSITY SUBGRADE PER END CURB TAPER O O O O 3" <8` EXPANSION JOINTS AT 60' MAXIMUM SPACING TH MINIMUM INSTALL 45' BENDS WITH MEGALUGS LOWERED WATER PIPE NOTES: 1. STORM SEWER PIPE SHALL HAVE WATER TIGHT JOINTS FOR 10' EACH WAY FROM CENTERLINE OF WATER PIPE CURB TYPE X Y 8612 12" 20" 8618 18" 26" 6624 24" 32" 1 ELEVATION s" MIN te' MI Z O NOTES- NOTES6 ( I- z 2-#4 CONT. UTIL-10 I WATER PIPE/STORM SEWER CROSSING` PER MNDOT 3149.28 >_ � O a 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION 1. FULL VERTICAL HEIGHT OF CURB IS ASSUMED TO BE 6 INCHES AT 6" CLASS 5 AGGREGATE BASE 0 NOT TO SCALE OF ADJACENT PAVEMENT SLOPE BEGINNING OF CURB TAPER AND 0 INCHES AT END OF TAPER PER MNDOT COMPACTED Z Y 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' UNLESS NOTED OTHERWISE TO LEA TO AT LEAST 100% SPACING, EXPANSION JOINTS AT 60' MAXIMUM SPACING SOIL CORRECTION. STANDARD PROCTOR DENSITY J Q SITE -11 1 CURB TAPER 0 O - Co I ._13' 4" PERFORATED PVC, SLOPE 3. CONSTRUCT CURB AND GUTTER PER MNDOT 2531 Z o NOTES: DDoo = ' PAVEMENT SECTION OR NOT TO SCALE m I= WITH SURFACE GRADE. TURF SURFACE COVER SITE -7 I B6 STYLE CURB AND GUTTER 1. SLOPE TO MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE TYPE 1 GEOTEXTILE FABRIC, 7• MR7 MIN 24" DEPTH MINIMUM NOTES: O O O O O O PER MNDOT 3733 NOT TO SCALE -- 2. PROVIDE TOOLED OR SAWN CONTRACTION JOINTS AT 10' SPACING, GRAD -SWM I STORM WATER MANAGEMENT COMPACTED (- PER MNDOT 3149.2H SUBGRADE PER 1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS O O O O SOIL SUBGRADE THAT IS FREE Castellations for Traction & Root Growth EXPANSION JOINTS AT 60' MAXIMUM SPACING TH MINIMUM SPECIFICATIONS I I Existing Subgrade -I I I -I I I SITE -51 I GRASS PAVER CELL OF ORGANICS OR SELECT Perforated Cell Wall For Rhizomatous Root Growth AGGREGATE -I -III GRANULAR SAND PER MNDOT 4" OF PORTLAND CEMENT CONCRETE (P.C.C) 3. CONSTRUCT CURB AND GUTTER WITH MNDOT 2531 )T 3149.2H; I 3149.28 SOIL CORRECTION. SITE -8 I CONCRETE RIBBON CURB SEE PLAN Traction Nodule _-III-III-III-ILII 4"CLASS 5 AGGREGATE (100% CRUSHED) Nesting Ring for Snap -Fit Connections NOT TO SCALE TYPE 1 GEOTEXTILE FABRIC, BASE PER MNDOT 3138, COMPACTED PER MNDOT 3733 TO AT LEAST 100% STANDARD Snap -Fit Locking Clip PROCTOR DENSITY - Integrated Ground Spike G II flied 'th' 0 2" 4" CONCRETE PAD 10" PERFORATED DRAIN _ rr N rass paver ce s I WI In . 4'-0" L � WITH INTEGRAL CURB I I PIPE, SLOPE PER PLAN 9 eOf the surface With 60:40 rootzone w 4 ox MIN 71, 0 ., c v TYPE 1 GEOTEXTILE SOIL SUBGRADE THAT IS Grass paver cells then seeded or sodded and le, ultzed FABRIC, PER FREE OF ORGANICS OR - - »��----------° - -•- Bedding Layer: 3" thick consolidated MNDOT 3733 SELECT GRANULAR SAND O O O 00 O 60'40 12 6" CLASS 5 AGGREGATE BASE PER MNDOT 3138, COMPACTED SECTION TO AT LEAST 100% STANDARD j PROCTOR DENSITY GRAD -221 SPLASH PAD NOT TO SCALE DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C5 Z O -III-I ( I- z III- PER MNDOT 3149.28 >_ � O a W�oZ N 0 roo one W Z Y W R SOIL CORRECTION. W J Q 0 0 0 0 0 O Co I ._13' 4" PERFORATED PVC, SLOPE U Z o DDoo = ' m WITH SURFACE GRADE. • TYPE 1 GEOTEXTILE FABRIC, 7• MR7 MIN 24" DEPTH MINIMUM NOTES: O O O O O O PER MNDOT 3733 -- COARSE FILTER AGGREGATE GRAD -SWM I STORM WATER MANAGEMENT COMPACTED PER MNDOT 3149.2H SUBGRADE PER 1. SIDEWALKS TO HAVE 2% MAXIMUM CROSS O O O O O O NOT TO SCALE SPECIFICATIONS SLOPE UNLESS INDICATED OTHERWISE Existing Subgrade SITE -6 I CONCRETE SIDEWALK 0 0 0 0 0 0 SITE -51 I GRASS PAVER CELL NOT TO SCALE NOT TO SCALE DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C5 Z O Q >_ � O a W�oZ 0 OQ W Z Y W R W J Q _ Co U Z o DDoo = m DRAWN BY SEG CHECKED BY MGC DATE 11.16.2016 JOB NO. 160902 SHEET C5 r_ n Quantity ID Common Name Scientific Name Size Height Width 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, WALKWAYS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. =y 5. CONTRACTOR SHALL VERIFY ALIGNMENT TREES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. C z o 3 T1 Autumn Blaze Maple Acerx freemanii JeffersRed' 3" diam. B&B 50' 35' 3 T2 Apollo Maple Acer saccharum Barrett Cole' 2"diam. B&B 25' 10' 3 T3 Spring Snow Crabapple Malus'Spring Snow' 3" diam. B&B 25' 15' 16 T4 Black Hills Spruce Picea glauca densata 8' tall B&B 35' 20' Z SCARIFY SIDES OF TREE PIT E •' 7 WITH SPADE BY HAND TO SHRUBS 10i BIND WITH PREPARED SOIL V I 126 S1 Dwarf Bush Honeysuckle Diervilla lonicers #5 cont. 3' 3' 43 S2 Taunton Yew Taxus x media Taunton' #7 cont. 3' 3' a a THAT ROOT BALL DOES NOT SHIFT F- o I..L W Q Z PERENNIALS Z Z U Y0- 38 P1 Karl Foerster Grass Calamagrostis x acutiflora 'Karl Foerster' #3 cont. 4 2' dpi GENERAL NOTES oQ rt 1 CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK 000000 Know whars below. 16 T4 Cal before you dig. ( ) (2) T1 O S1 4 (3) I , (6) S1 , / D LL 5D STEEL TA O/� ' 1341 ow / / .` '~` E GING , . / Pi yv v , ( 12 P1 xo- r / ,' Q (6) S1 kzj S1 (6) S1 I v�- 8C71LDING ADDITION "_7 050 SF _ cry�� 2e \\\ J X STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. NOTE: o CONTRACTOR SHALL BE RESPONSIBLE 3. CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 4. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, WALKWAYS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. =y 5. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS. C z o ROOT FLARE IS NOT VISIBLE, THE SOIL 6. CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. N 7. EXISTING CONTOURS, UTILITIES, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. B. CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. 10. CONSTRUCTION MATERIALS, STOCKPILES, EQUIPMENT, AND VEHICLES SHALL NOT BE STORED OR OPERATED ON TURF BOULEVARDS. 11. THE REMOVAL, PRUNING, AND/OR PLANTING OF TREES ON THE PUBLIC BOULEVARD REQUIRES A PERMIT FROM THE CITY FORESTER (651-632-5129). B IRRIGATION NOTES 1. CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESIGN/PLANS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTING NOTES 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OR NURSERYMAN. 2. ALL PLANTS SHALL BE TRUE TO TYPE, HAVE NORMAL AND WELL DEVELOPED BRANCHES AND HAVE A VIGOROUS AND FIBROUS ROOT SYSTEM. ALL PLANTS SHALL ALSO BE FREE OF ANY DEFECTS, DISEASES, SUNSCALD INJURIES, ABRASIONS, INSECT EGGS, BORERS AND ALL FORMS OF INFESTATION. ALL NEW DRAWING SCALE PLANTS SHALL BE NURSERY GROWN IN SIMILAR CLIMATIC CONDITIONS AS THAT FOUND IN THE PROJECT AREA. 0 10 20 40 3. STAKE PROPOSED PLANTING LOCATIONS PER PLAN FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALL. 4. INSTALL PLANT MATERIAL ONCE FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 5. INSTALL PLANT MATERIALS PER PLANTING DETAILS INCLUDING A 1:1:1 PLANTING SOIL BLEND OF 1 PART WASHED SAND (MNDOT SPEC. 3149-132), 1 PART IN FEET) ) COMPOST (MNDOT SPEC. 3890 GRADE 2) AND 1 PART TOPSOIL (MNDOT SPEC. 3877-B). 6. SUBSTITUTION REQUESTS FOR PLANT MATERIAL TYPE & SIZE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. ALL SUBSTITUTIONS AFTER BIDDING MUST BE APPROVED BY LANDSCAPE ARCHITECT AND ARE SUBJECT TO CONTRACT ADJUSTMENTS. 7. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN THE FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF ANY PLANTS. 8. APPLY PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) AFTER PLANTING INSTALLATION IS COMPLETE IN ALL PLANTING BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. 9. INSTALL 3" DEEP SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS. REMOVE ALL MULCH FROM TOUCHING PLANT STEMS - PLANT STEMS SHOULD NOT BE IN DIRECT CONTACT WITH MULCH. 10. THOROUGHLY WATER ALL PLANTS IMMEDIATELY AFTER INSTALLATION IS COMPLETE. THEN WATER PLANTS EVERY OTHER DAY FOR THE FIRST THIRTY (30) DAYS FOLLOWING THE INSTALLATION. SOD NOTES 1. BEFORE INSTALLING SOD, DECOMPACT THE DISTURBED SOILS BY RIPPING TO 18 INCHES DEEP WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION TO REMAIN. 2. FOR ALL DECOMPACTED AREAS, EVENLY SPREAD A 6" DEEP LAYER OF TOPSOIL BORROW (MNDOT SPEC. 3877-B) AND THEN INSTALL LAWN SOD (MNDOT HE N PLACE USING 5 -INCH NG UM 5 S PER ROLL ` (43) SZ - • 9 6 S1 J. WATER SOD)DALY FORUTHETFIRST0301DAY5 Ar= 1NSTALLATIONOEXC PIT DON DAYS LTHAT RECEVESATTLEAST�025 INCHES EOF RAINFALL. OF SOD. 5" TALL IF �- 942.80 / `,`� \ ( ) MAINTENANCE NOTES STEEL EDGING. p� _ Q \ i' 1. EVENLY SPREAD PRE -EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) ACROSS ALL LANDSCAPE BEDS TWO (2) TIMES PER YEAR - SPREAD ONCE 3 - I)<• ar , c'¢\ct - - \�'4 , i �A \ AFTER SNOWMELT (APRIL OR EARLY MAY) AND ONCE MORE IN MID SUMMER (LATE JULY OR EARLY AUGUST). SPREAD THE PREEN BY HAND. 2. PLACE ADDITIONAL SHREDDED HARDWOOD MULCH ACROSS ALL PLANTING BEDS ONCE EVERY TWO (2) YEARS - PLACE A 1 -INCH LAYER OF MULCH ABOVE i EXISTING MULCH TO EVENLY COVER THE PLANTING BEDS. 'P 3. TRIM AND MAINTAIN ALL PLANTS/SEED/TURF PER THE PRODUCERS' WRITTEN RECOMMENDATIONS. % LAWN SOD \\ei i'' \ A 4. IRRIGATE PLANTS AND SOD AS NEEDED TO MAINTAIN HEALTHY CONDITIONS. / s _ 4 � �- (8) S1 PREPARE SOIL FOR LANDSCAPE DESIGNER CONTACT / THE ENTIRE BED FIR MITCHELL COOKAS, AS LA r \A e o i _Ix 3" MULCH. DO NOT PLACE MULCH �ocw ildo�Ca 9y5$� \� \i;! �� IN CONTACT WITH SHRUB STEM OFFICE: 651 —294-0038 40h,g \ _ sr \ �� g3'' \ea• ,\ \ :-,fes\ (13) S1 CELL: 952-451 —5733 APPLICATION OF PRE -EMERGENT 16�o<e�ti,orP\,`, >~/, - 12 i� HERBICIDE E—MAIL: mcookas@soutionblue.com / /� / i �� , \\, P o�` .••r F 'L• •, a-- ' MI SEE PLAN EDGE CONDITION VARIES, SEE PLAN \ ,.4 .�} . G� X4•}3' 1 .. � \\ ti� t g� ` '� � h i,`.\ \• '` .,,. :r,. .%r r. f -' -a\ EDGING, SEE PLAN r,. CONTAINER GROWN MATERIAL SHALL IT (( \ \/ /\/\/\/\ ♦ HAVE ROOTS HAND LOOSENED 1) T \ — / 1:1:1 PLANTING BLEND FOR SHRUBS °mj q 1 VVA Vim\ V AA/VA/V�'VA� VA \i. - r- - / b /J (w- & I / // // // / / //\// // /� ; /±f MIN. 4" DEEPER THAN ROOT BALL «a �, _ --SCARIFY SIDES AND BOTTOM OF (1 O) S1 / \\ ��—_� I ENTIRE BED WITH SPADE BY HAND \ \\ \ \ _ r i/ \, i,, —i TO BIND WITH PLANTING SOIL / \ / UNDISTURBED SUBGRADE \ �� `k' �': _ �`� `/ y„� i' 2 SHRUB PLANTING DETAIL %ifdir 'I \:A` \ _ _ Qvp, iipRp,e- (37) S1 �, i ^' / / NTS �v -' 'S BALL STEEL \*\ �` - ` \ \ \\ Y EDGING 3” �, �A � _ D ❑ ,`_ Ci � /�F � tee" '✓i��f-�`ORGANIC MULCH. DO NOT PLACE 6� �! MULCH IN CONTACT \ \ \ AV WITH TREE TRUNK. CCC»'iiiyyy 1 \ gyp C la 4" BUILT-UP EARTH \ / SAUCER BEYOND �� Qy v / \\ \ \ ° / -7 \ EDGE OF ROOT BALL \� ��i ❑ ❑ ❑ }� v /r; EDGE CONDITION ❑ D ❑ ;�vv /' 4JG VARIES, SEE PLAN r 00 s \ \\\ a �\ / " �� . �� _ ❑ /E "f�� ,/ \ - PREPARE SOIL FOR \� \ C \ s%�% / \1,'! , COMPACT PLANTING SOIL TO 4. /�� / / �a ' ; j' ' i THE ENTIRE BED \'Ib \ ; \y \/�j ' / ry':a PROTECT EXISTING TREES 85 PERCENT OF MAXIMUM �' \ V �� \ �,�/' 1, DRY UNIT WEIGHT s \ . (V�, -%/ TO REMAIN, SEE PLAN C1. ACCORDING TO ASTM D 698 3" MULCH. DO NOT PLACE MULCH \\ IN CONTACT WITH PLANT STEM MIN. SEE PLAN EDGE CONDITION VARIES, SEE PLAN EDGING, SEE PLAN M1 ` yy k // �k'� /" i'!' -i REMOVE BURLAP, CONTAINER GROWN MATERIAL SHALL \ TWINE, ROPE AND HAVE ROOTS HAND LOOSENED \\ \ �\ ' �\ `\ <- `' �'V/. e y WIRE FROM TOP \ \ \\/\ \ i s //' ,'' G \ HALF OF ROOT BALL -I col Jam„ / 1:1:1 PLANTING SOIL FOR PERENNIALS UNDISTURBED SUBGRADE SCARIFY SIDES AND BOTTOM OF % -\ / o� DIG PLANTING PIT 4" TO 6" ENTIRE BED WITH SPADE BY HAND r'`, s' /. • _ - \ TO BIND WITH PLANTING SOIL UNDISTURBED SUBGRADE T_CIR tiN 1 1 PERENNIAL PLANTING DETAIL NTS ¢ \ DEEPER THAN ROOT BALL PLACE ROOT BALL ON— UNDISTURBED OR COMPACTED SOIL 3 TREE PLANTING DETAIL NTS REVISIONS BY NOTE: o CONTRACTOR SHALL BE RESPONSIBLE z20of0 LLJ Of (n FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY W it u) p Z PERIOD. ~ EACH TREE SHALL BE PLANTED SUCH =y THAT THE ROOT FLARE IS VISIBLE AT FWC0IXFw C THE TOP OF THE ROOT BALL. IF THE C z o ROOT FLARE IS NOT VISIBLE, THE SOIL N F. SHALL BE REMOVED IN A LEVEL MANNER ti FROM THE ROOT BALL TO WHERE THE �02QaLU FIRST MAIN ORDER ROOT (Y2" DIA. OR 3 LARGER) EMERGES FROM THE TRUNK. SET MAIN ORDER ROOT 1" HIGHER THAN 30" ADJACENT GRADE. DO NOT COVER TOP =ILO RADIUS OF ROOT BALL WITH SOIL. o y N 5' DIAMETER MULCH RING M 3 x A (MIN.) Z SCARIFY SIDES OF TREE PIT E •' 7 WITH SPADE BY HAND TO 10i BIND WITH PREPARED SOIL V I �V�h�jj Z I..L 1:1:1 PLANTING BLEND lE1t' -IiI I' TAMP SOIL AROUND ROOT BALL BASE I FIRMLY WITH FOOT PRESSURE SO a a THAT ROOT BALL DOES NOT SHIFT REVISIONS BY Lu Xco "ems o z20of0 LLJ Of (n V W it u) p Z M 7 =a(L O N FWC0IXFw C C z o N F. LL Q U F w ti x �02QaLU im`o 3 > p = 00 tm1l�j�prn L LrJ =ILO 0 �\ o y N M Z 7" E •' 7 10i V I �V�h�jj Z Lu Xco z20of0 LLJ Of (n W it u) p Z °D =a(L N FWC0IXFw C z aof . 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V '+O.Q'' , +Q . � . 2 0.3 *0.1 +0.1 .+ 0.1 PHOTOMETRIC PLAN 1"=20'-O" PROVIDEA GFCI RECEPTICLE OUTLET WITH IN -USE METAL COVER PROJECT ANCHOR BOLTS PER MANUFACTURE RECOMMENDATION ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING (ONE ABOVE AND BELOW BASE FLANGE) ALL HARDWARE TO BE GALVANIZED. GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE AND HAND FINISH. PROVIDE COTTON WEEPS AT BASE TO DRAIN MOISTURE OUT OF POLE INTERIOR. 3000 LB CLASS A REINFORCED CONCRETE BASE BY THIS CONTRACTOR. 3'-0" PROVIDE ANCHOR BOLT PROVIDE EMPTY SECURITY CAMERA CONDUIT(S). REFER TO 3'-6" PLANS FOR QUANTITY OF CONDUITS AND SIZE. 6'-0" REFER TO PLANS FOR CONDUIT AND CONDUCTOR SIZE. 4 #5 REBARS #2 TIE RODS 20" ROUND BASE. Luminaire Schedule Symbol Qty Label LLF Description Q 8 AA1 0.900 MRW LED 2 1 OA700 40K SR4 MVOLT 1 AA2 0.900 MRW LED 1 1OA700_40K SR2 MVOLT 2 AA3 0.900 MRW LED 2 1OA700 40K SR2 MVOLT El 5 BBI 0.900 DSXO LED 20C 1000 40K T3S MVOLT HS Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BOUNDRY CALCULATION Illuminance Fc 0.17 0.5 0.0 N.A. N.A. INTERIOR CALCULATION Illuminance Fc 1.20 4.0 0.0 t N.A. I N.A. interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN LKPB ENGINEERS 1935 WEST COUNTY ROAD B2, SUITE 300 ST. PAUL, MN 55113 651/633-1223 LKPB.com I hereby certify that this plan specification or report wa: was prepared by mepr under my direct supervision anc am a duly Licensed,gineer under the laws of the state of N a 7 Printed Name Signature Date Lic # Issue Record Sheet Title PHOTOMETRIC PLAN Sheet Information Job Code 2016.153.00 Drawn By TVB Reviewed By THJ Date E S 1.2 06/29/2017 V7, 0 c~i 3 �0 _ U Z a=0 z 0 z 0 J_ m Lz z Q R II" FREEZER II 11'-0"x7'-6" II i 1' II II II � COOLER II i 11'-0"x14'-0" II II II 1 1 111 III ` p r-=-- Ir --- II–__ Ir e IL IH –LL J – – – –– STAIR B EXISTING TRASH ENCLOSURE 1 0rMULr rLM)I - 1l8" =1'-0" PILOT PLANT WAREHOUSE i 39'-3" NEW BUILDING CONSTRUCTION 2 Z6.0 133'- 4" NEW BUILDING CONSTRUCTION 1 Z6.0 OFFICE COLLAR. 10'-0"x10'-0" ff____________________�{ I I I I I I I I II I I 11-6X11-0" II II II II II II I I VISITOR II II II II II 6X6' 6'X6' 6'X6' 8'X6' 6'X6' WAITING =EA AREA OFFICE 1014"x1014" OFFICE / BRANDING/ FEATURE WALL II II IIII 11 1� �I I� OFFICE I I T 7n -6"x6'-6" I TX8 7M' II II TXS' _ OFFICE0'-0 10'-0"x1" I I I I T -6•X6,-6• II II II UP TX8' TX8' II 117�(g' ns, I r---- 6 ELEV. g _JI ir---- -.—_ __ - II----- 1: II - L ----JI r-� Ir---- I I III 11 n Ir---- r ---- IL---- - I I OFFICE OFFICE r ----'I II z I I 17'-0"x11'0" 12'0"x11'-0" ------ COPYI Ir ---- ! _ L - WORK LL J OFFICE u F -0"x11'-0" 9'-0"x11'-0" "II v. II STAIR A — — — — — ------------ Sim i f I I ax I N. interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE 1 CHANHASSEN,MN zs.o BUILDING GROSS SQ. FT. \� EXISTING: 9,030 SQ.FT N NEW ADDITION LEVEL 1: 6,665 SQ.FT. �1 NEW ADDITION LEVEL 2:6,405 SQ.FT. \�/1 Issue Record 06.30.17 PLANNING AND ZONING Sheet Title PRELIMINARY FIRST FLOOR PLAN Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date Pzi 'O1 06.30.17 9W"rywng I , I N. interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE 1 CHANHASSEN,MN zs.o BUILDING GROSS SQ. FT. \� EXISTING: 9,030 SQ.FT N NEW ADDITION LEVEL 1: 6,665 SQ.FT. �1 NEW ADDITION LEVEL 2:6,405 SQ.FT. \�/1 Issue Record 06.30.17 PLANNING AND ZONING Sheet Title PRELIMINARY FIRST FLOOR PLAN Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date Pzi 'O1 06.30.17 9W"rywng 0 U zs.o Z 0 U Z J m m z z c� z 0 J_ D m 0 Z F N X W 133' - 4" NEW BUILDING CONSTRUCTION 1 Z6.0 118"= V-0" BUILDING GROSS SQ. FT. EXISTING: 9,030 SQ.FT NEW ADDITION LEVEL 1: 6,665 SQ.FT. NEW ADDITION LEVEL 2:6,405 SQ.FT. GENERAL NOTES - SPRINKLER/FIRE PROTECTION 1. ALL SPRINKLERIFIRE PROTECTION WORK TO BE PERFORMED ON A DESIGN- BUILD BASIS. ACCOMMODATE LAYOUT IN CONFORMANCE WITH CURRENT CODES. 2. ALL PIPING, CONDUIT, ETC. MUST BE ANCHORED TO DECK. 3. SPRINKLER DESIGN/ BUILD CONTRACTOR TO REVISE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE LAYOUT IN CONFORMANCE WITH CURRENT CODES. 4. SPRINKLER HEADS TO MATCH BUILDING STANDARD. 5. EXTEND AND MODIFY BUILDING FIRE PROTECTION SYSTEM AS REQUIRED BY CODE AND NEW CONSTRUCTION. 6. EXTEND AND MODIFY ANY EXISTING FIRE ALARMS, STROBES, ETC. IN TENANT SPACES AS REQUIRED BY REMODELING. N interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record A 06.30.17 PLANNING AND ZONING Sheet Title PRELIMINARY SECOND FLOOR PLAN Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date 06.30.17 PZ1.02 W RESEARCH I TESTING 1,228 SF 2 OFFICE 566 SF OF iG5 SF Ll OFFICE 454 SF _.m_.... _ 602 SF M 3(32"= V-0" PARKING CALCULATIONS OFFICE RESEARCH/TESTING WAREHOUSE/ STORAGE i PARKING CALCULATIONS w OFFICE I RESEARCH/ TESTING WAREHOUSE/ STORAGE PARKING COUNT (OFFICE) NAME USF PARKING COUNT OFFICE I 8.855SFI 45 PARKING COUNT (RESEARCH / TESTING) NAME USF PARKING COUNT tESEARCH / TESTING 2,250 SIF I! PARKING COUNT (STORAGE / WAREHOUSE) NAME USF PARKING COUNT NAREHOUSE/ STORAGE I 2,828 SF TOTAL 1 13,931 SF 1 53 NOTES: OFFICE BUILDINGS (ADMINISTRATIVE, BUSINESS OR PROFESSIONAL) -BUILDINGS UNDER 49,999 SQUARE FEET, FIVE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; BUILDINGS FROM 50,000 TO 99,999 SQUARE FEET, FOUR STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA; AND BUILDINGS OVER 100,000 SQUARE FEET, THREE STALLS PER 1,000 SQUARE FEET GROSS FLOOR AREA. BUILDING AREA SQUARE FOOTAGES SHALL EXCLUDE COMMON AREAS SUCH AS RECEPTION AREAS, CAFETERIAS, HALLWAYS, ETC. IN CALCULATING THE PARKING REQUIREMENTS FOR AN OFFICE BUILDING. RESEARCH, EXPERIMENTAL OR TESTING STATIONS -ONE PARKING SPACE FOR EACH 500 SQUARE FEET OF GROSS FLOOR AREA WITHIN THE BUILDING, WHICHEVER IS GREATER STORAGE, WHOLESALE, OR WAREHOUSE ESTABLISHMENTS -ONE SPACE FOR EACH 1,000 SQUARE FEET OF GROSS FLOOR AREA UP TO 10,000 SQUARE FEET AND ONE ADDITIONAL SPACE FOR EACH ADDITIONAL 2,000 SQUARE FEET, PLUS ONE SPACE FOR EACH COMPANY VEHICLE OPERATING FROM THE PREMISES. IF IT CAN BE DEMONSTRATED BY THE APPLICANT THAT THE NUMBER OF EMPLOYEES IN THE WAREHOUSE OR STORAGE AREA WILL REQUIRE LESS THAN THE REQUIRED NUMBER OF SPACES, AND IF THE APPLICANT SHALL SUBMIT A LETTER TO THE CITY ASSURING THAT IF THERE IS TO BE ANY INCREASE IN EMPLOYEES, THE APPLICANT AGREES TO PROVIDE ADDITIONAL PARKING AREA, THE CITY MAY APPROVE A LESSER NUMBER OF PARKING SPACES. N interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN Issue Record A 06.30.17 PLANNING AND ZONING Sheet Title PARKING CALCULATIONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date P Z 1.0 3 06.30.17 1 Cn1L 118" = 1'-0" 1/7=1'-O" NEW BUILDING CONSTRUCTION CORRIGATED METAL ROOF SCREEN FUTURE TENANT SIGNAGE AREA TO BE 45 SF T.O. FIRST_ FLOOR SILL PRE -FINISHED METAL 102'- 0" PARAPET CAP FLASHING T.0, FIRST FLOOR TA. PARAPET -- - -- 131'-0" '- ANODIZED ALUMINUM -- -ROOF 129 8 THERMALLY BROKEN GLAZING FRAMES WITH LOW -E INSULATED GLASS T.Q. SECOND FLOOR SILL - — ANODIZED COMPOSITE 118•-0" METAL PANEL T.0 SECOND FLOOR 11P-0" T EIFS — HORIZONTAL WOOD IPE SIDING T ANODIZED ALUMINUM THERMALLY BROKEN GLAZING FRAMES WITH T.O. FIRST_ FLOOR SILL LOW -E INSULATED GLASS 102'- 0" T.0, FIRST FLOOR 100' - 0„ PRE -COLORED, PRE -CAST CONTINUOUS SILL :"ice■ interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN,MN 44 0 Issue Record A 06.30.17 PLANNING AND ZONING Sheet Title PRELIMINARY EXTERIOR ELEVAITONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date PZ6.01 06.30.17 J W��yw�g ANOD THEIRI GLAZI LOW -I FUTUI AREA EIFS COMF PANE PRE-( CONTINUOUS SILL 118' =1'-0" COR SCR PRE PAR EIF1 NEV LOA PRE cot LIGATED METAL ROOF EN -INISHED METAL ,PET CAP FLASHING IIZED ALUMINUM IMALLY BROKEN ING FRAMES WITH EINSULATED GLASS COLORED, PRE -CAST CONTINUOUS SILL f,E;, I-I+{4i FLOOR SILL PRST FLOOR 11 00• - 0" 118" =1'-0" I MY I IIYUVUJ JILL v8" = T-0" T 0. PARAPET _ 131'-0" ROOF 129' - 6" T,0, SECOND FLOOR SILL, 116'-0" T.O. SECOND FLOOR 117'-0' EXISTING PARAPET -----.... — — - - T._0. FIRST FLOOR SILL 107 - 0" T.O. FIRST FLOOR - — 1ao'-o" Al T.O.P_ARAPET ROOF 125 - 6 OND FLOOR SILL rs` 118 - 0" SECOND FLOOR 117 0' v I" 6ING PARAPET . 11e6'-6° .- T FLOOR SILL FIRST100R fou -C' interiors I architecture 7001 France Avenue South, Suite 200 Edina, Minnesota 55435 952-893-9020 fax 952-893-9299 www.bdhyoung.com Project Information BONGARDS' EXPANSION BONGARDS'CREAMERY 8330 COMMERCE DRIVE CHANHASSEN, MN Issue Record A 06.30.17 PLANNING AND ZONING Sheet Title PRELIMINARY EXTERIOR ELEVATIONS Sheet Information Job Code BONGARDS Drawn By KMF Reviewed By MWO/PG Date PZ6.02 06.30.17