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CAS-07_PLANNING CASE NO. 2021-07Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin James J. Mon&, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Thomas J. Campbell* *Retired CAMPBELL KNUTSON February 9, 2021 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recordings Dear Ms. Steckling: Please find enclosed, for the City's files, the following documents which have been erecorded with Carver County: 1. Interim Use Permit 2021-03 recorded February 3, 2021 as document number A716938; 2. Interim Use Permit 2021-02 recorded February 5, 2021 as document number A717108; 3. Variance 2021-07 recorded February 2, 2021 as document number T217799; 4. Variance 2021-06 recorded February 2, 2021 as document number A716771; 5. Variance 2021-05 recorded January 20, 2021 as document number T217577; 6. Variance 202 1 -01 recorded January 20, 2021 as document number A715721. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association Jean lson, Ass' t ijmo Enclosures CITY OF CHANHASSEN RECEIVED FEB 12 2021 CHANHASSEN PLANNING DEPT 2oo786v5 Document Number: T217799 Cert # 39752.0 Filed and/or Recorded on Feb 2, 2021 12:56 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy DL Document Recording Fees $ 46.00 ----------------------------------------------------- Document Total $ 46.00 Requesting Party: City of Chanhassen Pages: 2 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2021-07 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves a 19-foot bluff impact zone and 29-foot bluff setback variance for the construction of a deck, a bluff impact zone and bluff setback variance for the construction of retaining walls within the bluff, and a 25- foot bluff, 5-foot side yard, and 3-foot shoreland setback variance for a water -oriented structure. 2. Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lot 1, Block 1, Alicia Heights. 3. Conditions. The variance approval is subject to the following conditions: 1. A building permit must be obtained before beginning any construction. 2. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. The applicant shall install tree protection fencing at the furthest point from the trunk as possible around all trees within the grading limits. 5. The applicant shall file for an Encroachment Agreement with the city for any encroachments within public drainage and utility easements. 6. The water -oriented structure shall be constructed of modular, removable decking for review and approval by the city prior to issuance of a building permit. 7. The improvements must substantially conform to the plans dated December 18, 2020. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: January 19, 2021 CITY OF CHANHASSEN ,f`r,�,,r: � �,� , Elise Ryan, Mayor ;. AND: �' r .4�� I'"'Heather Johnston, Int im City Manager fj A y�xxL STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me third -day of 2021 by Elise Ryan, Mayor, and Heather Johnston, Interim City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 l• OTAR PURL C KIM T. MEUWISSEN - Notary Public -Minnesota �;;; My Cornrntmlon Expires Jan 31, 2025 glplan\2021 plar=4 cases\21-07 6609 horseshoe curveWanance docmnent 21-07 doc 2 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2021-07 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves a 19-foot bluff impact zone and 29-foot bluff setback variance for the construction of a deck, a bluff impact zone and bluff setback variance for the construction of retaining walls within the bluff, and a 25- foot bluff, 5-foot side yard, and 3-foot shoreland setback variance for a water -oriented structure. 2. Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lot 1, Block 1, Alicia Heights. 3. Conditions. The variance approval is subject to the following conditions: l . A building permit must be obtained before beginning any construction. 2. Building plans must provide sufficient information to verify that the proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. The applicant shall install tree protection fencing at the furthest point from the trunk as possible around all trees within the grading limits. 5. The applicant shall file for an Encroachment Agreement with the city for any encroachments within public drainage and utility easements. 6. The water -oriented structure shall be constructed of modular, removable decking for review and approval by the city prior to issuance of a building permit. 7. The improvements must substantially conform to the plans dated December 18, 2020. �1 t e' ! 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: January 19, 2021 CI it ' iC 6sji=:: ,.r STATE OF MINNESOTA CITY OF CHANHASSEN BY: Elise Ryan, Mayor AND: Heather Johnston, Int im City Manager (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this -day of 2021 by Elise Ryan, Mayor, and Heather Johnston, Interim City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 & Vlan\2021 plannmg cases 21-07 6609 horseshoe cane t anance docwient 21-07 doc KIM T. MEUWISSEN �'s. Notary Public -Minnesota •;...'' MY Comm w Expires Jan 31, 20Q5 s • -PCo'10.�)1-0-%I CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION (APPROVAL) IN RE: Application of Brain T. Bruner, Esq. on behalf of Elise R. Bruner, Esq. for a variance to replace/rebuilt retaining walls, add a walk -out terrace, and reconfigure a lakeside deck/patio on a property zoned Single -Family Residential District (RSF) - Planning Case 2021-07. On January 19, 2021, the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Board of Appeals and Adjustments makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential District (RSF). 2. The property is guided in the Chanhassen Comprehensive Plan for Residential Low Density. 3. The legal description of the property is: Lots 1, Block 1, Alicia Heights 4. Variance Findings — Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the Comprehensive Plan. Finding: It is the intent of the city's Zoning Code to protect the city's environmental resources by preventing the construction of structures near the top, side, and toe of bluffs as well as limiting the size and nature of structures near lakes; however, property owners have the right to repair and replace nonconforming structures. It is also the intent of the nonconforming use ordinance to encourage property owners with nonconforming structures to reduce the extent of existing nonconformities and bring their properties closer to complying with City Code by allowing them to replace an existing nonconforming structure with a less intensive nonconformity. In this case, the applicant's proposal reduces the size and impact of a nonconforming, water - oriented accessory structure (WOAS), replaces a failing boulder retaining wall with a more environmentally sensitive living wall, and replaces another boulder retaining wall with a smaller concrete wall located further from the top of the bluff. While the footprints of the two walls in places exceed the footprints of the walls they are replacing, they are less impactful SQAVW:-.D than the walls that they are replacing and represent an environmentally responsible solution for a complicated parcel with numerous nonconformities. The proposed deck is replacing a deck, patio, and bump out that was removed from the bluff impact zone in 2018. While the nonconforming use ordinance does stipulate that nonconformities discontinued for more than a year cannot be replaced, the proposed deck has been designed to have minimal impact on the bluff and is much less impactful than what was previously present on the property. Given that it is the intent of the City Code to allow the owners of nonconforming properties opportunities to make reasonable improvements their property, granting a variance to permit thoughtfully designed and environmentally sensitive improvements that remove numerous nonconforming elements is in line with the intent of the City Code and consistent with the Comprehensive Plan. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties" as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: The applicant's proposal to add a deck to the property is reasonable given the improvements (deck, patio, and bump out) that were previously present on the property and the presence of broadly similar rear -facing decks and patios present on neighboring properties. Additionally, the presence of steep slopes throughout the rear yard means there is not place where a rear -facing deck could be placed without receiving a variance from the city's bluff ordinance. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The variance request is not solely based upon economic considerations. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The plight of the landowner is due to pre-existing conditions on the property, including the nonconforming location of the house, retaining walls, and water -oriented structure. All of these conditions were present on the property, prior to the applicant purchasing the property and commencing their remodeling and landscaping projects. e. The variance, if granted, will not alter the essential character of the locality. Finding: Pleasant View/Alicia Heights is an older neighborhood with many atypically shaped lots, nonconformities, and variances. The applicant's proposal will result a smaller nonconforming WOAS, a stabilized slope, and the creation of an at -grade deck approximately 92 feet from the lake's Ordinary High Water Level (OHWL). The proposed deck will have less of a visual impact than the deck and patio that were present on the property before the 2018 remodel, and both the proposed retaining wall and WOAS are smaller and less visually obtrusive than what is currently present on the property. The applicant has also worked to create a proposal that is minimally impactful to the property's environmental features. The use of a living wall system instead of a traditional retaining wall will help stabilize the bluff and should prevent further erosion. None of the applicant's proposed improvements will negatively impact the neighboring properties or recreational users of Lotus Lake. f. Variances shall be granted for earth -sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: This does not apply to this request. 5. The planning report #2021-07, dated January 19, 2021, prepared by MacKenzie Young -Walters, is incorporated herein. DECISION "The Chanhassen Board of Appeals and Adjustments approves a 19-foot bluff impact zone and 29-foot bluff setback variance for the construction of a deck, a bluff impact zone and bluff setback variance for the construction of retaining walls within the bluff, and a 25-foot bluff, 5-foot side yard, and 3-foot shoreland setback variance for a water -oriented structure, subject to the following conditions of approval: 1. A building permit must be obtained before beginning any construction. 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. The applicant shall install tree protection fencing at the furthest point from the trunk as possible around all trees within the grading limits. 5. The applicant shall file for an Encroachment Agreement with the city for any encroachments within public drainage and utility easements. 6. The water -oriented structure shall be constructed of modular, removable decking for review and approval by the city prior to issuance of a building permit. 7. The improvements must substantially conform to the plans dated December 18, 2020." ADOPTED by the Chanhassen Planning Commission this 19th day of January, 2021. CITY OF CHANHASSEN BY: Z/ Steven Weick, Ch rman gAplan\2021 planning cases\21-07 6609 horseshoe curve\findings of fact and decision 6609 horseshoe curve (approval).doc 3 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on January 7, 2021, 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 a Public Hearing to consider a request for a variance to replace/rebuild retaining walls, add a walk- out terrace, add a stairway to lake, and reconfigure lakeside deck/patio located at 6609 Horseshoe Curve. Zoned Single -Family Residential (RSF), Planning Case No. 2021-07 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. J. Kim T. Meuwissen, Deputy C1 Subscribed and s orn to before me this day o , 2021. (Seal) otary PublicIKJ'EMAN M STECKLINQ tary Publio- *Nws is ooerrwM &0W dm a1. moon WVW su.1.0ZID Disclaimer 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 The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User. its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer 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 The preceding disclaimer is provided pursuant to Minnesota Statutes §466 03, Subd 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims. and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User. its employees or agents, or third parties which arise out of the user's access or use of data provided • ((TAX -NAME)) «TAX_ADD_L1» ((TAX ADD L2)) «Next Record»((TAX_NAME)) «TAX_ADD_LU «TAX ADD L2» Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 19, 2021 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for a variance to replace/rebuild retaining walls, add a walk -out terrace, add a stairway to Proposal: lake, and reconfigure lakeside deck/patio. Zoned Single - Family Residential (RSF). Elise R. Bruner, Esq. _ Applicant: Property Owner: Brian T. Bruner, Esq. Property 6609 Horseshoe Curve 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 What Happens 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/2021-07. If you wish to talk to someone about this project, please contact MacKenzie Young -Walters by email at mwaltersna ci.chanhassen.mn.us Questions & or by phone at 952-227-1132. If you choose to submit Comments: written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage 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 spokespersonlrepresentative 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. Date & Time: Tuesday, January 19, 2021 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for a variance to replace/rebuild retaining walls, add a walk -out terrace, add a stairway to Proposal: lake, and reconfigure lakeside deck/patio. Zoned Single - Family Residential (RSF). Applicant: Elise R. Bruner, Esq. Brian T. Bruner, Esq. Property Owner: Property 6609 Horseshoe Curve 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, th Chair will lead the public hearing through the following What Happens 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/2021-07. If you wish to talk to someone about this project, please contact MacKenzie Questions & Young -Walters by email at mwalters(o)ci.chanhassen.mn.us Comments: or by phone at 952-227-1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online the city's Agendas & Minutes webpage the Thursda_piy rior tothe Plannin _Commission meeting. NEWI 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! • 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 0 you wish to have something to be included in the report, nlease contact the Plannina Staff oerson named on the notification TAX _NAME TAX_ADD_L1 TAX_ADD_L2 SITEADD PIN PATRICIA A PAULS 11010 OREGON CURV BLOOMINGTON, MN 55438-2806 6687 HORSESHOE CURV 256300230 BRACE D HELGESON 11455 VIKING DR STE 200 EDEN PRAIRIE, MN 55344-7253 6575 PLEASANT VIEW WAY 254000030 THE DANIELSON FAMILY TRUST 1966 CAMPFIRE CT WACONIA, MN 55387 6607 HORSESHOE CURV 256300340 JAKOB I BALLER 335 PLEASANT VIEW RD CHANHASSEN, MN 55317 335 PLEASANT VIEW RD 250012700 KALLEY T YANTA 365 PLEASANT VIEW RD CHANHASSEN, MN 55317-9524 365 PLEASANT VIEW RD 257660030 JAMES M VOGELSBERG 395 PLEASANT VIEW RD CHANHASSEN, MN 55317-9524 395 PLEASANT VIEW RD 257660010 RONALD E HARVIEUX LIVING TRUST 4023 GOLDEN LYNX RD GREEN VALLEY, AZ 85614 6603 HORSESHOE CURV 253090022 PAUL A BAUTISTA 6601 BLAZE TRL CHANHASSEN, MN 55317-9508 6601 BLAZE TRL 253810020 TIMOTHY M WEST 6601 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6601 HORSESHOE CURV 253090023 MARK E ARDEN 6602 BLAZE TRL CHANHASSEN, MN 55317-9508 6602 BLAZE TRL 253810010 JOHN 0 HOLLAND 6603 BLAZE TR CHANHASSEN, MN 55317-9508 6603 BLAZE TRL 2S3810030 PATRICK DOOLING 6605 HORSESHOE CURV CHANHASSEN, MN 55317 6605 HORSESHOE CURV 253090030 ELISE BRUNER 6609 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6609 HORSESHOE CURV 250550010 MATTHEW J WEIGHT 6611 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6611 HORSESHOE CURV 250550020 BRIAN FREDERICK WITTE 6613 HORSESHOE CURV CHANHASSEN, MN 55317 6613 HORSESHOE CURV 256300330 CATHERINE VILLANUEVA 6614 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6614 HORSESHOE CURV 258030020 STEPHEN J & JEANNIE L WANEK REV TRUSTS 6615 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6615 HORSESHOE CURV 256300310 ELVA HANSEN 6620 HORSESHOE CURV CHANHASSEN, MN 5S317-9526 6620 HORSESHOE CURV 256300370 LADD R & SUSAN M CONRAD 6625 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6625 HORSESHOE CURV 256300300 MICHAEL E & GLORIA LYNCH 6630 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6630 HORSESHOE CURV 257520020 RYAN HORAZDOVSKY 6631 HORSESHOE CURV CHANHASSEN, MN 55317 6631 HORSESHOE CURV 256400020 SCOTT A GAMBLE REVOCABLE TRUST 6640 HORSESHOE CURV CHANHASSEN, MN 55317 6640 HORSESHOE CURV 256400010 MICHAEL J & SHERRY WEIS 6660 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6660 HORSESHOE CURV 257520010 NICHOLAS J VASSALLO 6669 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6669 HORSESHOE CURV 257590020 RYAN RIEDESEL 6675 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6675 HORSESHOE CURV 256300260 DAVID W STANSBERRY 6677 HORSESHOE CURV CHANHASSEN, MN 55317 6677 HORSESHOE CURV 256300240 BARBARAJ SPILANE 6681 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6681 HORSESHOE CURV 256300250 JOHN & BEVERLY RYAN 668S HORSESHOE CURV CHANHASSEN, MN 55317-9526 6685 HORSESHOE CURV 256300220 RICHARD R & KATHLEEN E PECK 6690 HORSESHOE LN CHANHASSEN, MN 55317-9501 6616 HORSESHOE CURV 258030030 THE CLEMENS LIVING TRUST 6691 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6691 HORSESHOE CURV 256300210 CHARLES CAMPBELL HURD TRUST 6695 HORSESHOE CURV CHANHASSEN, MN 55317 6695 HORSESHOE CURV 256300200 SANDRA LEE PAGEL-CLEMENS 6696 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6696 HORSESHOE CURV 256300211 BRANDON ROTH 6697 HORSESHOE CURV CHANHASSEN, MN 55317-9526 6697 HORSESHOE CURV 256300190 • • Affidavit of Publication Southwest News Media State of Minnesota) )SS. County of Carver ) CITY OF CHANHASSEN Vera Kehl, being duly sworn on oath says that she is an authorized employee for the newspapers CARVER & HENNEPIN known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the facts COUNTIES NOTICE OF PUBLIC herein stated as follows: HEARING PLANNING CASE NO. 2021-07 (A) These newspapers have complied with the requirements constituting qualification as a legal NOTICE IS HEREBY GIVEN newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as that the Chanhassen Planning amended. Commission will hold a public hearing on Tuesday, January 19, (B) The printed public notice that is attached to this Affidavit and identified as No. y9 2021 at 7:00 p.m. in the Council Chambers in Chanhassen City 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 Hall, 7700 Market Blvd. The f this hearing is to purcon posesider the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z. both a uest for a variance inclusive, and is hereby acknowledged as being the kind and size of type used in the composition to replace/rebuild retaining and publication of the Notice: walls, add a walk -out terrace, add a stairway to lake, and abcdefghijklmnopgrstuvwxyz reconfigure lakeside deck/patio located at 6609 Horseshoe Curve. Zoned Single -Family Residential (RSF). By: / �� A Applicant: Brian T. Bruner, {_&�( Esq. Property Owner: Elise R. Vera Kehl Bruner, Esq. A plan showing the location of the proposal is available for public review on the city's Subscribed and sworn before me on web site at ww'w•ci.chanhassen. mn.us/2021-07 or at City Hall during regular business hours. h All interested persons are invited to attend this public hearing this day of 2021 LAURIE a HAR i �'v�ANN and express their opinions with respect to this proposal. NOTARY PUBLIC MINNESOTA �G��/' �, ` �1 MacKenzie Young -Walters ,. V (QQ.. MY COMMISSION EXPIRES 01/31/25 Associate Planner Email: mwaltersCk ci.chanhassen.mn.us Notary Public Phone: 952-227-1132 (Published in the Chanhassen Villager on Thursday, January 7, 2021 • No 4981) 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 ............................................... $14.74 per column inch 3CANNED • E CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2021-07 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, January 19, 2021 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 a variance to replace/rebuild retaining walls, add a walk -out terrace, add a stairway to lake, and reconfigure lakeside deck/patio located at 6609 Horseshoe Curve. Zoned Single -Family Residential (RSF). Applicant: Brian T. Bruner, Esq. Property Owner: Elise R. Bruner, Esq. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2021-07 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. MacKenzie Young -Walters Associate Planner Email: mwalters@ci.chanhassen.mn.us Phone: 952-227-1132 (Publish in the Chanhassen Villager on January 7, 2021) g:\plan\2021 planning cases\21-07 6609 horseshoe curve\ph notice to villager.docx COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL CITY OF CHANHASSEN Please review and respond no later than the review response deadline Agency Review Request Date: December 21, 2020 Contact: MacKenzie Young -Walters Associate Planner Planning Commission Date: January 19, 2021 at 7:00 p.m. Agency Review Response Deadline: January 7, 2021 Contact Phone: 952-227-1132 City Council Date: February 8, 2021 at 7:00 p.m. Date Application Filed: December 18, 2020 Contact Email: mwalters@ci.chanhassen.mn.us 60-Day Review Period Deadline: February 16, 2021 Application: Request for a variances to replace/rebuild retaining walls, add walk -out terrace, add stairway to lake, and reconfigure lakeside deck/patio on property located at 6609 Horseshoe Curve. Zoned Single -Family Residential (RSF). Applicant: Brian T. Bruner. Esq. / Property Owner: Elise R. Bruner, Esq. Planning Case: 2021-07 1 Web Page: www.ci.chanhassen.mn.us/2021-07 In order for staff to provide a complete analysis of issues for Planning Commission and City Councii review, we wouia appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stormwater drainage, and the need for acquiring public lands or easements for park sites. street extensions or improvements. and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: ❑ Attorney ❑ Army Corps of Engineers ® Building Official ❑ US Fish & Wildlife ® Engineering ® Fire Watershed Districts: ® Forester ❑ Carver County WMO ® Park Director ❑ Lower MN River ® Water Resources ❑ Minnehaha Creek ❑ Law Enforcement ® Riley -Purgatory -Bluff Creek Carver County Agencies: Utilities: ❑ Community Development ❑ Cable TV — Mediacom ❑ ❑ Engineer Environmental Services ❑ Electric — Minnesota Valley El Electric — Xcel Energy ❑ Historical Society ❑ Magellan Pipeline ❑ ❑ Parks Soil &Water Conservation District ❑ Natural Gas — CenterPoint Energy ❑ Phone — CenturyLink State Agencies: ❑ Board of Water & Soil Resources ❑ Health ❑ Historical Society ❑ Natural Resources -Forestry ® Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation Adjacent Cities' ❑ Chaska ❑ Eden Prairie ❑ Jackson Township ❑ Minnetonka ❑ Shorewood ❑ Victoria Adjacent Counties: ❑ Hennepin ❑ Scott School Districts: ❑ Eastern Carver County 112 ❑ Minnetonka 276 Other Agencies: ❑ Hennepin County Regional Railroad Authority ❑ MN Landscape Arboretum ❑ SouthWest Transit ❑ TC&W Railroad CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 12/18/2020 8:52 AM Receipt No. 00458455 CLERK: kimh PAYEE: Travis Van Liere Studio LLC 211 North 1st Street #350 Minneapolis MN 55401- ------------------------------------------------------- Use & Variance 200.00 Sign Rent 200.00 Recording Fees 50.00 GIS List 96.00 Total 546.00 Cash 0.00 Check 3460 546.00 Change ��... � .•ram 0.00 6609 Horseshoe Curve VAR - PC File No. 2021-07 (MYW) $0.00 Consolidate Lots $0.00 Lot Line Adjustment $0.00 Subdivision ($600 + $15 per lot) $0.00 Final Plat $0.00 Vacation $96.00 Property Owners List ($3.00 x 32) $200.00 Variance $0.00 Rezoning $200.00 Notification Sign $0.00 Deeds $50.00 Attorney's Fees $0.00 Recording Fees $546.00 TOTAL $546.00 Ck #3460 from Travis Van Liere Studio LLC $0.00 Balance Owed $0.00 Adjustment 4 Jl COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard CITY OF CHMNSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 0 APPLICATION FOR DEVELOPMENT REVIEW ' Submittal Date: December;. 2020 PC Date January&. 2021 CC Date �IMaa ) 021 60-Day Review Date: February a 2021 Section 1: Application T•apply) (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 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts' ...................... $500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existinq employees: 'Include number of new employees: ❑ Residential Districts... ...................................... $500 Plus $5 per dwelling unit ( units) 21 Notification Sign (City to install and remove) ...................... ❑ 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 ............... I ................ ......... $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. ....................................................................... $200 0 Property Owners' List within 500' (City to generate after pre -application meeting) ..................................... $3 per address ( 3Z addresses) W Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation Z Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements ( easements) ❑ Deeds � TOTAL FEE:,16 Section 2: Required Description of Proposal: Bluff Setback Area Encroachment Variance Property Address or Location: 6609 Horseshoe Curve, Chanhassen, Minnesota 55317 Parcel #: 250550010 Legal Description: Residential Total Acreage: 0.64 Wetlands Present? ❑ Yes ❑ No Present Zoning: Single -Family Residential District (RSF) Requested Zoning: Select One Present Land Use Designation: Select One Requested Land Use Designation: Select OneJc CHAN 4SM Existing Use of Property: Residential RECEIVED ❑Check box if separate narrative is attached. DEC 18 2020 '--AdHASSEN PLANNING DEPT 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: Address: (gtzQ City/State/Zip: LkA,1 l IA s 1-c N Email: Contact: Phone: Cell: 2_- S 57-Y --I Fax: Signature: 4" Date: /2 // S /-Z-. Z 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: E�i yt %Z. �j�2t✓I�CTL� Address: LP Le O 1I9 Alu ✓Xr sh A G'^✓t-� City/State/Zip: C In ) K— w1,,J 5753 r7 Email: -e-f r-uc-h LkQ+-�i ( _ C_o w- Signature: Contact: Phone: Cell: 47 SL - -7 e1-7 - Z- C, Fax: Date: This application must be com�eted 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: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Z Property Owner Via: Z Email Mailed Paper Copy Name: Travis Van Liere Z Applicant Via: ❑✓ Email Z Mailed Paper Copy Address: 211 N 1st St #350 ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: Minneapolis, MN 55401 Z Other* Via: ❑Q Email Z Mailed Paper Copy Email: travis(aDtvlstud io.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 I E UBMIT FORM M tV1 S December 18, 2020 City of Chanhassen Community Development Department Planning Division 7700 Market Blvd PO Box 147 Chanhassen. MN 55317 RE: WRITTEN DESCRIPTION OF VARIANCE REQUEST To whom it may concern, As required by the City of Chanhassen, we are respectfully submitting this written description of variance requests for the following property: Bruner Residence 6609 Horseshoe Curve Chanhassen, MN 55317 Variances Requested 1. Bluff Setback Area Encroachment Variance 2. Replace / Reconfigure Existing Boulder Retaining Wall Variance Summary of Concern The existing home on this property was built in 1999 and recently remodeled in 2017 by Christian Dean Architecture. The landscape was not considered at that time, so the current project is looking to finalize landscaping on the property while considering client needs while respectfully meeting existing codes and standards. This house non -conforming due to encroachment into bluff setback, hence variance for certain items are needed. Please see the written justification of variance request for further information. Our design team met with the city planning office several times throughout the process of this project. Below is a summary of our previous meetings and their outcomes: TRAVIS VAN LIERE STUDIO CITY OF CHANHASSEN RECEIVED 211 north 1st street suite #350 minneapoiis, mn 55401 o 612 345 4275 DEC 18 2020 CHANHASSEN PLANNING DEPT tV1 s July 16, 2020 • Meeting Contact: MacKenzie Walters The primary landscape elements discussed at this meeting included: - Proposed storage water -oriented accessory structure location and requirements - Proposed walk -out terrace - Proposed lakeside staircase connecting walk -out terrace to lakeside deck - Proposed erosion control system to improve and replace failing boulder retaining wall - Proposed low maintenance grasses to naturalize and cover full property ground cover - Proposed new driveway access to property entry November 20, 2020 • Meeting Contact: Erik Henricksen The primary landscape elements discussed at this meeting included: - Omitted proposed storage water -oriented accessory structure - Modified material of proposed walk -out terrace from precast concrete to porous wood decking material - Modified material of proposed lakeside staircase from precast concrete to porous wood decking material - Simplified grading of proposed lakeside staircase from heavy grading to grading as needed - Proposed lakeside deck - Fits within the footprint of existing concrete patio - Maintains alignment with the rest of the plan layout - Porous wood decking - Proposed erosion control system to replace failing boulder retaining wall (unchanged from last review) - Proposed low maintenance grasses to naturalize and cover full property ground cover (unchanged from last review) - Proposed new driveway access to property entry (unchanged from last review) TRAVIS VAN LIERE STUDIO 211 north 1st street suite #350 minneapolis, mn 55401 o 612 345 4275 2 tV1 s Conclusion Our design team and the clients have continued to work with the city and other governing agencies to develop a plan that maintains the spirit and works in concert with the applicable city codes and ordinances while providing practical use for the property by the owners. Thank you in advance for your due consideration of our request for a variance. Sincerely, — �: �, �Z: q-, - Travis Van Liere, PLA, ASLA Principal - Travis Van Liere Studio TRAVIS VAN LIERE STUDIO 211 north 1st street suite #350 minneapolis, mn 55401 o 612 345 4275 December 4, 2020 City of Chanhassen Community Development Department Planning Division 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 RE: WRITTEN JUSTIFICATION OF HOW VARIANCE REQUEST FOR 6606 HORSESHOE CURVE, CHANHASSEN, MN 55317 COMPLIES WITH THE FINDINGS FOR GRANTING A VARIANCE PURSUANT TO SECTION 20-58 Dear Planning Division, As required by the City of Chanhassen, we are respectfully submitting this written justification in support of our variance request currently pending with your office. Overview and Introduction My name is Elise Bruner, and my husband, Brian, and our daughter, Sieglinde, reside at 6609 Horseshoe Curve in Chanhassen. I am writing this written justification on behalf of myself and my family. By way of background, I grew up in Chanhassen on the very same property that is currently under review by the Planning Division. The name of the parcel of land, Alicia Heights, is, in fact, named after my mother, Alicia. My childhood home, now 6611 Horseshoe Curve, was the only home I knew. The property of 6609 was split and sold in 1999 and the new home was built where we are living presently. As such, I have a very deep connection to this property. Practical Difficulties We understand that variances are requested when the strict enforcement of the ordinance would cause a "practical difficulty" because of circumstances unique to the property, such as when the property cannot be put to reasonable use because of its size, physical surroundings, shape, or topography. In consideration of all equities and hardships in this case, we believe that our application warrants favorable discretion, since everything we hope to do will improve the use of this property and reduce further degradation of the property. CITY OF CHANHASSEN RECEIVED s; i4w. D DEC 18 2020 CHANHASSEN PLANNING DEPT • Reasonableness We confirm that as homeowners, we propose to use our property in a reasonable manner. While we would like to use our property in a particularly reasonable way. we cannot currently do so under the rules of the applicable ordinance. At the current time, we do not have reasonable use of our lake property. With a severely sloped property from the road to the house, and again from the front side to lake, there are essentially two (2) limited flat areas on the lakeside for family recreation, including: (1) lower patio area by the slider door that is accessible from our walk -out home. (2) flat patio area by shoreline. The rest of the land is not usable for quiet enjoyment beyond a nature-scape. To this end, we wish to create livable space for reasonable use as follows: • Build a lower -level deck patio outside the slider door that is directly, accessible from our walk -out home. There is currently nothing outside our slider door other than dirt and weeds. Building a deck is a reasonable use and extension of our home. • Build a staircase from the lower -level deck patio to the lakeshore. We currently have no easy access to the lake without concern for falling, tripping, or losing one's balance. We have witnessed able-bodied friends slip while trying to get down to the lake, and anyone with physical limitations would arguably not be comfortable going down to the lake. Without an appropriate staircase, this will continue to be a problem. The distance from our lower -level slider door to the lakeshore is about 117 feet and has a 29.75-foot grade change. This is just over a 25% slope. • Build a modular (removable pieces) shoreline deck patio near the lakeshore. This would comport with necessary setbacks and allow access for maintenance of the utility line in this area. • Uniqueness Our current problem is due to circumstances unique to this property and was n% caused by our actions. As noted by the enclosed photographs and topography, the physical characteristics of our property present unique challenges due to the sloping topography and limited accessible space for use. When we purchased the property in 2016, the home, boulder retaining walls, lakeshore platform, and lack of staircase were all pre-existing factors. In 2019, we removed a 144 square -foot bump out on the lakeside of the house, as well as a deck that protruded toward the lake 8 feet as part of an extensive home remodel that was approved by the City of Chanhassen. Those structures are no longer present. However, without certain reasonable improvements, the current state of the property is not sustainable for enjoyable use over the long run. • Boulders rolling down the hill — On June 21, 2020, boulders that are present in an already dilapidated retaining fall came loose and rolled down the hill due to the rains. The boulder retaining wall is no longer safe and has already caused damage to the pre-existing shoreline platform. There are about 5 large boulders that have already rolled down the hill. Please see enclosed pictures for proof. We anticipate that without a new retaining wall, erosion and damage will continue. • Run off around the house and down the hill — Without an appropriate drainage plan, sediment, rocks, etc. will continue to degrade the property and ultimately go into the lake — which is what we remain concerned about. Without improvements, the pre-existing susceptibilities of the property will only continue to grow. • Essential Character Provided the variance is granted, the comprehensive plan will not alter the essential character of our property or locality. The resulting structure of the boat house, as well as the stairs and deck, will not be out of scale, out of place, or otherwise inconsistent with the surrounding area. Please see enclosed photographs for similarly situated staircases and boathouses on Lotus Lake. The proposed comprehensive plan is more protective of the environment than what is currently, present. Please consider the following: • Use of permeable deck surfaces will allow water to percolate into the soil to filter out pollutants and recharge the water table. As noted in the enclosed comprehensive plan, we intend to use permeable deck material on the lower -level patio, staircase, and lakeshore deck to ensure that water is properly channeled into the underlying soil, which will force slow percolation during periods of heavy rainfall. • Use of Living Walls will again allow water to absorb into the soil and slow erosion. As noted in the enclosed comprehensive plan, we intend to use a living wall instead of the pre-existing boulder retaining wall. Living retaining walls function just as a traditional stone or timber wall, and typically require much less actual building material to construct. In keeping with the plan, we hope to reduce storm water runoff and erosion. • Use of Fescue "Low Grow No Mow" Application of fescue on the lakeside slope is currently present, as we have already had great success with the product, but we will continue the seeding of the entire lakeside area accordingly. The use of this product is environmentally friendly due to the relatively deep root systems (4-9"), which enhance drought -resistance by reducing water loss and reaching deeper water reserves. Due to the nature of the fescue, once planted, it requires only minimal water and no chemical fertilizers or pesticides for proper maintenance. • Preservation of Tree Canopy_The comprehensive plan seeks to preserve the pre-existing tree canopy on the property. We do not wish to disrupt the beauty of the mature trees that we have. CONCLUSION Thank you in advance for your due consideration of our request for a variance. Sincerely, Elise Bruner and Brian Bruner Property Card Parcel ID Number 250550010 Taxpayer Information aviommaJ Taxpayer Name ELISE BRUNER BRIAN BRUNER Mailing Address 6609 HORSESHOE CURV CHANHASSEN, MN 55317-9526 Property Address Address 6609 HORSESHOE CURV City CHANHASSEN. MN 55317 Parcel Information Uses Res 1 unit GIS Acres 0.64 Net Acres Deeded Acres Plat ALICIA HEIGHTS Lot 001 Block 001 Tax Description Building Information BuildingStyle Y Story 1 Sto Frame Above Grade 2052 Bedrooms 4 Finished S Ft Year Built 1999 Garage Y Miscellaneous Information School District 0276 Watershed District WS 064 RILEY PURG BLUFF Homestead Y Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $618,800.00 $672,800.00 Date of Sale 6/14/2018 Building $533,100.00 $639,200.00 Sale Value $850,000.00 Total $1,151,900.00 $1,312,000.00 purposes only. This data is not suitable for kayj.. i yineering, surveying or other similar purposes. Carver County does not guarantee the accuracy of the . wr,nauon contaicc: narcin. i ; un da;a a 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 parry unless the user includes with the data a copy of this disclaimer. Tuesday. December 15, 2020 Carver County, MN Notice of Public, HeAring Coassen Planning Commission Meeting* Date & Time: Tuesday, January 19,. 2021.-. at-7:60 p.m. This hearing may not start until later in the evening, de endi;4 on the order of the agenda. Location: City Hall Council Chambers,. 77.00 Market Blvd. Consider a request for a variance to replace/rebuild Proposal: retaining walls, add a walk -out terrace, add a stairway to lake, and reconfigure lakeside deck/patio. Zoned Single - Family Residential (RSF). Applicant: Elise R. Bruner, Esq. Property Owner: Brian T. Bruner, Esq. Property 6609 Horseshoe Curve Location: A location map is on the reverse side of this notice. i ne purpose of tnls public heav g is to inform you about the applicant's request and''-t6'6Ut0'input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens 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. I 4. Public hearing is closed and the Commission discusses i 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/2021-07. If you wish to talk to someone about this project, please contact MacKenzie Questions & Young -Walters by email at mwalters(aD-ci.chanhassen.mn.us Comments: or by phone at 952-227-1132. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning C.-?mission meeting. NEW! Sign up to receive email and/or text ations ?n meeting agendas, packets, minutes and videos are uploaded to the city's wrebsite. Go to www.ci.chanhassen.mn.us/notifyme to siqn up! • 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 reverseaffirm 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 commercialfindustnal • 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/representa0ve 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 Plannino Staff person named on the notification Disclaimer This map is neither a legally recorded map nor a survey and is not intended to ue uacu 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. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify and hold harmless the City from any and all clai[n brought by Us€4,9tftaedsPbr?a jfe11?s? (0t4ri $%rties whxG Laae.OAA of lb";#! aecess or use of data provided. -9 3 3 i r "�P" 6f� MIN 5 MN 553 ,J . �_ 7 1 y :mot` City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 y� Its POST z <1 r�I -PITMEY &OWES 02 1 P $ 000.5� 0000939643 JAN 072 MAILED FROM ZIP CODE 55317 -'_3D Ei3g�j1t,'71 t TO NO SIi►.H STREET 1t4Ai_E TO !=OecirttARa 5.5337014,747 *2:778-01pt99. �-eT-43 tl��1t1lllt�ll�ttlll�Illltlll��tjl�Ilitllj[I�tilll�tlll�tl�illt 1 5C N'r"� SCOTT A GAMBLE REVOCABLE TRUST 6640 HORSESHOE CURVE i CHANHASSEN, MN 55317 IIII11frl11 1lllllllilhijiii11I1111I1I11tIil fl!IiII11111lilmild Notice of Public Hearing C assen Planning Commission MeetinCO Date & Time: Tuesday, January 19, 2021 at 7.00 P.M. This hearing may not start until later in the evening, depenaing on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Consider a request for a variance to replace/rebuild Proposal: retaining walls, add a walk -out terrace, add a stairway to lake, and reconfigure lakeside deck/patio. Zoned Single - Family Residential (RSF). Applicant: Elise R. Bruner, Esq. Property Owner: Brian T. Bruner, Esq. Property 6609 Horseshoe Curve 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 What Happens 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/2021-07. If you wish to talk to someone about this project, please contact MacKenzie Questions & Young -Walters by email at mwalters o-ci.chanhassen.mn.us Comments: or by phone at 952-227-1132. If you choose to submit written comments. please send one copy to staff in advance of the meeting Staff will provide copies to the Commission. The staff report for this item will be available online at the city's Agendas & Minutes webpage the Thursday prior to the Planning Co:- mission meeting. NEW! Sign up to receive email and/or text r ations w, �n meeting agendas. packets, minutes and videos are uploaded to the city's weosite. Go to w_ww.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions Planned Unit Developments, Site Plan Reviews Conditional and Interim Uses. Wetland Alterations. Rezonmgs, 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 reverseaffirm or modify wholly or partly the Planning Commissions recommendation Rezoningsland use and code amendments take a simple majority vote of the City Counal except rezonmgs and land use amendments from residential to commerciaUindustrial • 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 persons) • Because the Planning Commission holds the public hearing, the City Council does not Minutes are taken and any correspondence regarding the application will be included in the report to the City Council If you wish to have something to be included in the report please contact the Planning Staff person named on the notification This map is neither a legally recorded map nor a survey and is not intended to I as one. This map is a compilation of records, information and data located in varic county, state and federal offices and other sources regarding the area shown, a be used for reference purposes only. The City does not warrant that the Geo _...._ 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. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claimsbrought by User, its employees or agents, or third parties which arise out of the usdr's"aecess or use of data provided. M1S731 9T7E05Q1arAY a — f 0 y � � 4N N ASS City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Z —PITNEV BOWER 02 1 P $ 000. 0000939643 JAN 07 MAILED FROM ZIP CODE 55317 Tn .r.'LnAn iiif 9't t r, is — :•, y� .. -. .. - .. •' i y� WANMiNU I UN AVC AN t L 1. ON TX 77.007-3671 ` i'llllli'I!'I'III�lI,IlIl,ll1III`;lll,,,llll+Illl'i'lltiti1111'►'�i i PAUL A BAUTISTA 6601 BLAZE TRL CHANHASSEN, MN 55317-9508 illllllliillll"l"ill'ililli'ili'1'lillllliilllillllilill,lllill f' Bruner Residence - Chanhassen, Minnesota DECEMBER 17. 2020 VARIANCE DOCUMENTS DECEMBER 18, 2020 ld30 JNINWd NKSVHNVH0 OZOZ S I J30 03AI3038 N3SSVHNVH0 30 Adjo TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 6609 HORSESHOE CURVE ,^ CHANHASSEN, MN 55317 �4 ♦ LOTUS LAKE N 1 " = 200' a LOTUS LAKE N 1 " = 40' PREVIOUS EXISTING SITE PLAN + NOTES PRE-CHRISTIAN DEAN ARCHITECTURE TM -i �`'a a'o �• DECK ^ 345 FLUE IM MW K .... . ........ 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'"+ WO 40 Az 17/ O _ - t _ „/' It yam. • .... • _� `.. , t_ .� `' ' �1. _ oor . 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DECEMBER 17, 202' 1 WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space BLUFF SETBACK AREA ENCROACHMENT VARIANCE 2 EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE 3 LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE 4 GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover 5 LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan layout 6 DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DECEMBER 17. 202C --- LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan Layout --- WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space BLUFF SETBACK AREA ENCROACHMENT VARIANCE --- EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE in 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DECEMBER 17. 2020 --- WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space BLUFF SETBACK AREA ENCROACHMENT VARIANCE --- EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE If 40 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DECEMBER 17. 202C --- GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover --- DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan Layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DECEMBER 17, 202- ----- DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan Layout -----GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE PROJECT INFO: SITE ADDRESS: 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 LOT SIZE: SEE EXISTING SURVEY INFORMATION LEGAL DESCRIPTION: SEE EXISTING SURVEY INFORMATION ZONING: SEE EXISTING SURVEY INFORMATION BUILDING SETBACK REQUIREMENTS SEE EXISTING SURVEY INFORMATION AND VARIANCE APPLICATION FOR PROJECT JURISDICTION: CITY OF CHANHASSEN, MN OWNER: BRIAN AND ELISE BRUNER 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 GENERAL CONTRACTOR SURVEY INFO PROVIDED BY: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE #100 MINNEAPOLIS, MN 55413 T 612 466 3300 LOCATION MAP SHEET INDEX Sheet # Title Issued PRELIMINARY PRICING SET PERMIT BID SET CD SET LANDSCAPE REVISIONS L000 PROJECT INFORMATION • L001 GENERAL NOTES • L009 EXISTING INCOMING SURVEY • L010 EXISTING CONDITIONS + REMOVALS PLAN • L011 OVERLAY DIAGRAM • L101 SITE PLAN • L102 SURFACING AND WALLS PLAN L103 SITE FURNISHINGS AND LIGHTING PLAN L201 GRADING PLAN • L401 LANDSCAPE PLAN • L501 WALL ELEVATIONS • L601 WALL, DOCK, + DECK DETAILS • L602 PAVING DETAILS • L603 LIGHTING AND DRAINAGE DETAILS • L6 77 PLANTING DETAILS • L608 EROSION CONTROL DETAILS • L700 SCHEDULES AND SPECIFICATIONS BRUNER RESIDENCE VARIANCE APPLICATION DRAWINGS DECEMBER 18. 2020 CITY OF CHANHASSEN RECEIVED DEC 18 2020 CHANHASSEN PLANNING DEPT LANDSCAPE ABBREVIATIONS A ABV ABOVE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AGG AGGREGATE ALGN ALIGNMENT ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURE AVG AVERAGE B BB BALLED AND BURLAPPED BC BACK OF CURB BFFE BASEMENT FINISHED FLOOR ELEVATION BLDG BUILDING BOC BOTTOM OF CURB BOP BOTTOM OF POOL BOR BOTTOM OF RAMP BOS BOTTOM OF STAIR BOT BOTTOM BOW BOTTOM OF WALL BTWN BETWEEN CAL CALIPER CAP CAPACITY CB CATCH BASIN CHAM CHAMFER CIP CAST IN PLACE CIVIL CIVIL ENGINEER CJ CONTROL JOINT CL CENTER LINE CLR CLEAR, CLEARANCE CM CENTIMETER CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN COMP COMPOSITE, COMPACTED CONC CONCRETE COND CONDITION CONIF CONIFEROUS CONST CONSTRUCTION CONT CONTINUOUS CNTR CENTER CIF CUBIC FEET CU CUBIC CY CUBIC YARDS D (D) DEEP, DEPTH DBL DOUBLE DECID DECIDUOUS DEMO DEMOLISH, DEMOLITION DIET DETAIL DIA DIAMETER DIM/S DIMENSION/S DIN DOWN DR DRAIN DWG/S DRAWING/S E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE ETR EXISTING TO REMAIN E.W. EACH WAY EXP EXPOSED EXT EXTERIOR EXTG EXISTING F FDN FOUNDATION F.F. FILTER FABRIC FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FIN FINISH FIL FLOOR FOB FACE OF BRICK FOC FACE OF CONCRETE FOW FACE OF WALL FT FEET, FOOT FTG FOOTING FURN FURNISHING FUT FUTURE G GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL, GENERATOR GEO GEO-TECHNICAL GL GLASS, GLAZING H (H) HIGH/HEIGHT HB HOSE BIB HC HANDICAP HDCP HANDICAP, HANDICAPPED HDWD HARDWOOD HDWR HARDWARE HORIZ HORIZONTAL H.P. HIGH POINT HR HANDRAIL HT HEIGHT I.D. INSIDE DIAMETER, INSIDE DIMENSION I.E. INVERT ELEVATION IN INCH, INCHES INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT ELEVATION J JST JOIST JT JOINT K.O. KNOCK OUT L (L) LENGTH L.A. LANDSCAPE ARCHITECT LB POUND L.F. LINEAR FOOT LOCN LOCATION LOD LIMITS OF DISTURBANCE L.P. LOW POINT LT LIGHT M MAINT MAINTAIN, MAINTENANCE MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MTL METAL N N NORTH N/A NOTAPPLICABLE N.F.C. NOT FOR CONSTRUCTION N.I.C. NOT IN CONTRACT No. NUMBER NOM NOMINAL NITS NOT TO SCALE O OA OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER, OUTSIDE DIMENSION OFD OVERFLOW DRAIN OH OVERHEAD OHW ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE ORNM ORNAMENTAL P PA PLANTED AREA PAR PARALLEL PC POINT OF CURVATURE, PRECAST PERF PERFORATED PERP PERPENDICULAR PL PLATE, PROPERTY LINE PLYWD PLYWOOD PINT PAINT POB POINT OF BEGINNING P01 POINT OF INTERSECTION POT POINT OF TANGENCY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT, PRESSURE TREATED PU POLYURETHANE PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVR PAVER Q QTR QUARTER QTY QUANTITY R R RISER, RELOCATE (R) RISER HEIGHT RAD RADIUS RD ROOF DRAIN REBAR REINFORCING BAR RECEPT RECEPTACLE RECT RECTANGULAR REF REFERENCE REINF REINFORCED, REINFORCEMENT REM REMOVE REQD REQUIRED RET RETAINING, RETURN REV REVISION RO ROUGH OPENING ROW RIGHT OF WAY RP RADIUS POINT RT RIGHT SCHED SCHEDULE SECT SECTION SD STORM DRAIN S.F. SQUARE FEET SHT SHEET SIM SIMILAR SLR SEALER SPEC SPECIFICATION SPP SPECIES SO SQUARE SS SANITARY SEWER SST STAINLESS STEEL ST STORM SEWER STA STATION STD STANDARD STL STEEL STRUCT STRUCTURE, STRUCTURAL SURF SURFACE, SURFACING S.Y. SQUARE YARD SYM SYMMETRICAL T (T) THICK T&B TOP AND BOTTOM TBC TOP OF BACK OF CURB TBD TO BE DETERMINED THR THRESHOLD TOC TOP OF CURB, TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOP TOP OF PAVING TOPO TOPOGRAPHY TOR TOP OF RAMP TOS TOP OF STAIR TOW TOP OF WALL TRANS ELECTRICAL TRANSFORMER TSL TOP OF SLAB TVLS TRAVIS VAN LIERE STUDIO TYP TYPICAL U V VAR VARIABLE, VARIES VEH VEHICLE VIF VERIFY IN FIELD VERT VERTICAL VOL VOLUME W W WEST (W) WIDE, WIDTH W/ WITH W/0 WITHOUT WD WOOD WL WATER LEVEL WP WATERPROOF, WORK POINT WS WATER SUPPLY Wl- WEIGHT WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH SYMBOLS & AND L ANGLE ARC LENGTH @ AT 4 CENTER LINE 0 DIAMETER DEGREE # NUMBER, POUND PER t PLUS/MINUS LANDSCAPE SYMBOL LEGEND R ��jf20 LINTXISTING TREES TO BE REMOVED x 1 r EXISTING TREES TO BE SAVED AND PROTECTED O NEW DECIDUOUS TREE 0 NEW CONIFEROUS TREE r . ONEW SHRUB O� NEW PERENNIAL/ANNUAL GAS METER 8 WATER METER Ac AIR CONDITIONER UNIT CS RD AD CATCH BASIN, ROOF 1EI DRAIN, OR AREA DRAIN InTRASH CONTAINER ceN. GENERATOR OPE PUP -UP EMITTER F$ HE HOSE BIB ® 0 0 0 SPRINKLER HEADS 90° 180° 270• WO' P°* PLANTER POT SWING GATE ` 0 LIGHT FIXTURES EXTERIOR ELECTRICAL OUTLET EXTERIOR LIGHT SWITCH POB POINT OF BEGINNING TFFIC TRAFFIC FLOW ARROW o FLOW D POINT OF ENTRY AT BUILDING ® CONTOUR ELEVATION x 000.00 EXISTING SPOT ELEVATION + 000.00 PROPOSED TOW SPOT ELEVATION xxx SLO � LOON DATUM ELEVATION X.XX% SLOPE -AT -SURFACE/ E- DRAINAGE FLOW ARROW DP' DN • STAIR AREA OF ENLARGEMENT DET SHT SECTION CALLOUT 0ET SM DETAIL CALLOUT DET SHT ELEVATION CALLOUT SHT SHT MATCH LINE / CONTROL LINE STRUCTURAL GRID LINE 0— KEY NOTE SHEET NOTE EDGING TYPE n� FENCING TYPE LIGHTING TYPE PAVING TYPE REMOVAL SITE ELEMENT Yr WALL TYPE GROUNDCOVERTYPE X SPP QTY PLANTING REFERENCE r ALGN ALIGNMENT PARALLEL SYMMETRY I BREAK LINE REVISION NUMBER REVISION CLOUD LANDSCAPE LINE LEGEND PROPERTY LINE RIGHT-OF-WAY - - EASEMENT - - -- - SETBACK fix, i EXISTING CONTOURS r` ®_� PROPOSED CONTOURS — - CENTER LINE — — SF SILT FENCE --x--x--x--x— TREE PROTECTION FENCE — LOD — LIMITS OF DISTURBANCE ORDINARY HIGH WATER — oHw MARK DRAIN TILE ss SANITARY SEWER — S STORM SEWER PAVING HATCH LEGEND r/1///, SITE BE TO REMOVED ASPHALT ASPHALT SURFACING RMUNIT PAVER (RUNNING BOND) UNIT PAVER (HERRINGBONE) DRY -SET UNIT PAVER FIE MORTAR -SET UNIT PAVER FLAGSTONE PAVING CONCRETE SURFACING AGGREGATE SURFACING RIPRAP SAND SURFACING GRASSPAVE POUROUS PAVER v TURFSTONE PAVERS WM NETLON ADVANCED TURF SYSTEM PLANT HATCH LEGEND TURF F,t,+ PLANTING AREA M FESCUE SEEDING TYPE 1 SEEDING TYPE 2 GROUNDCOVER TYPE 1 GROUNDCOVER TYPE 2 GROUNDCOVER TYPE 3 SECTION/DETAIL HATCH LEGEND CONCRETE ® ASPHALT STONE, TYPE 1 FMSTONE, TYPE 2 " STONE, TYPE 3 SAND MORTAR GRANULAR FILL e COMPACTED AGGREGATE METAL ® WOOD DIMENSIONAL LUMBER (SECTION) PLANTING SOIL EARTH (DISTURBED) COMPACTED OR UNDISTURBED) GRASSPAVE POROUS GRASS PAVER TURFSTONE TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O R S ES H O E C U R V E C H A N H A S S E N MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. 0 Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1 /23/2018 NOT FOR CONSTRUCTION Rev # Description Date Drawing: PROJECT INFORMATION Drawn By: Date: Scale: Sheet: DJ 12/18/2020 N/A L000 0 0 'w 0 z LC 16 i 0 0 0 z w 0 U) w of of w z of m 0 Do o- 0 cr 0 Lu w 0< d V in J �- 0 O N a" 0 of dR W , W O o ,� Z5 N m W N h rn W ry �:? a ai .0 d o MW m n N N u! 0 w N LANDSCAPE CONSTRUCTION NOTES GENERAL NOTES 1. USE OF THE WORD'CONTRACTORIN THE DRAWINGS INDICATES BOTH THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ON THE PROJECT. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE SCOPE OF WORK AS INDICATED IN THE DOCUMENTS. 3. ALL CONTRACTORS AND SUB -CONTRACTORS ARE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHERS. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR COORDINATION OF THE WORK. NO ADDITIONAL COMPENSATION WILL BE MADE TO ANY CONTRACTOR FOR EXTRA WORK RESULTING FROM FAILURES OF COORDINATION. 4. THE CONTRACTOR MUST ASSURE COMPLIANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS AND INSPECTIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. 5. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR, OBTAINING, AND PAYING FOR ALL NECESSARY PERMITS, APPROVALS AND INSPECTIONS, UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL HAVE A COPY OF ALL DRAWINGS WITH THEM ON SITE AT ALL TIMES AND SHALL RECORD ALL MODIFICATIONS/CHANGES TO THE WORK ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE A COMPLETE AS -BUILT SET OF DRAWINGS TO THE LANDSCAPE ARCHITECT AT PROJECT COMPLETION. 7. EXCEPT FOR ITEMS SPECIFICALLY MARKED AS'BY OTHERS' OR'NOT IN CONTRACT, IT IS THE INTENT OF THESE DRAWINGS TO DESCRIBE A COMPLETE PROJECT. THE CONTRACTOR MUST THOROUGHLY REVIEW THE DRAWINGS PRIOR TO SUBMITTING A BID AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ERRORS OR OMISSIONS DISCOVERED. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ITEMS OF WORK NOT SHOWN OR DESCRIBED ON THE DRAWINGS THAT COULD BE REASONABLY INFERRED FROM THE DRAWINGS IN PROVIDING THE OWNER WITH COMPLETE SYSTEMS AND A COMPLETE PROJECT. B. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE FROM A SURVEY PERFORMED BY OTHERS, EXISTING TOPOGRAPHIC FEATURES MAY NOT BE EXACTAS TO THEIR LOCATION, CHARACTER, OR NUMBER. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE SITE PRIOR TO BIDDING AND CONSTRUCTION AND FOR IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS. 9. THE CONTRACTOR MUST MAINTAIN AND PROTECT ALL BENCH MARKS, SURVEY MONUMENTS, PROPERTY IRONS, LAYOUT STAKES AND OTHER REFERENCE POINTS. ALL FINES AND REPLACEMENT COSTS FOR DAMAGE TO ANY OF THESE ITEMS THAT IS DUE TO THE CONTRACTOR'S ACTS OR NEGLIGENCE ARE THE CONTRACTOR'S RESPONSIBILITY AT NO COST TO THE OWNER. 10. THE CONTRACTOR SHOULD EXPECT TO FIND TELEPHONE, ELECTRIC, GAS, CABLE TELEVISION, AND FIBER OPTIC LINES, IRRIGATION SYSTEMS, AND OTHER PUBLIC AND PRIVATE UTILITIES. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY, IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITY. AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST CONTACT GOPHER STATE ONE CALL AT 800 252 1166 OR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES AND VERIFY THE EXACT LOCATION, SIZE, AND DEPTH OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES. 11. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY, INCLUDING FEES, BONDS, PERMITS REQUIRED FOR SUCH WORK. 12. PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS AND SUBMIT A TRAFFIC CONTROL PLAN COMPLYING WITH THE LATEST EDITION OF THE MNDOT ROADWAY REQUIREMENTS. 13. DO NOT PROCEED WITH ANY PORTION OF WORK AS INDICATED IN THE DOCUMENTS IF OBSTRUCTIONS, DISCREPANCIES OR UNKNOWN CONDITIONS ARE ENCOUNTERED. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY ON HOW BEST TO PROCEED. 14. CONTRACTOR TO PROVIDE AND MAINTAIN A SAFE AND SECURE SITE THROUGHOUT THE PROJECT IN ACCOR DANCE WITH NATIONAL, , STATE, AND LOCAL SAFETY ORDINANCES. 15. UPON SUBSTANTIAL COMPLETION OF PROJECT THE CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION WITH THE OWNER AND LANDSCAPE ARCHITECT. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL CODES AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION. 2. APPLICABLE CODES: THIS PROJECT IS TO COMPLY WITH THE CITY OF CHANHASSEN MUNICIPAL CODE AND SUB -CODE REQUIREMENTS AND STATE OF MINNESOTA CODE REQUIREMENTS. 3. VERIFY IF THIS PROJECT WILL REQUIRE SPECIAL REVIEW AND APPROVALS FROM THE RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT. 1. CONTRACTOR IS DRAWINGS AND I [0129110 11714 SPECIALTY DETAILS, AND LIGHTING. 2. MOCK-UPS WILL ESTABLISH EXPECTATIONS FOR QUALITY NAD WORKMANSHIP. 3. MOCK-UPS WILL BE SET UP IN A SECURED PORTION OF THE SITE FOR REFERENCE THROUGHOUT CONSTRUCTION AND REMAIN UNTIL PROJECT SITE CONSTRUCTION COMPLETION. 4. CONTRACTOR SHALL REVIEW, STAMP, SIGN AND DATE ALL SUBMITTALS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. THE ENGINEER'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ARCHITECTS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEWCHECK AND COORDINATE THE SUBMITTALS THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS IN THE SUBMITTALS. 5. ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR APPROVAL PRIOR TO COMMENCING WITH ANY WORK. 6. SHOP DRAWINGS SHALL BE IN THE FORM OF BLACK -LINE PRINTS OR PORTABLE DOCUMENT FORMAT (PDF) FOR REVIEW. EXISTING CONDITIONS/ REMOVALS NOTES 1. VERIFY AND STAKE ALL PROPERTY LINES AND STRUCTURE LOCATIONS PRIOR TO COMMENCING WITH CONSTRUCTION. MAINTAIN PROPERTY LINE STAKES, CONTROL POINTS, BENCH MARKS, AND OFFSET STAKES THROUGHOUT CONSTRUCTION. ANY LOST SURVEY MARKERS TO BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 2. THE LIMITS OF WORK INDICATED ON DRAWINGS, ARE GENERAL IN NATURE AND ARE INTENDED TO DEFINE THE GENERAL VICINITY IN WHICH THE SCOPE OF WORK EXISTS. ACTUAL LIMITS OF WORK SHALL INCLUDE AREAS NECESSARY TO COMPLETE THE SCOPE OF DESIGN INTENT. 3. THE CONTRACTOR MUST REVIEW THE LIMITS OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO STARTING WORK. ANY WORK OUTSIDE THE LIMITS OF WORK AS SHOWN ON THE DRAWINGS OR AS MODIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT WILL BE DONE AT CONTRACTORS EXPENSE UNLESS THE CONTRACTOR NOTIFIES THE LANDSCAPE ARCHITECT OF THE NEED FOR THE WORK IN WRITING AND IS DIRECTED TO PERFORM THE WORK BY LANDSCAPE ARCHITECT OR OWNER BEFORE PERFORMING THE WORK. RESTORATION OR REPLACEMENT OF ANY PAVEMENTS, CURB, GUTTER, PLANT 11:19C10:1 1:F41g111110 Li] OR NEGLIGENCE WILL DETERMINED BY THE 4. A TREE PERMIT MAY BE REQUIRED FOR CONSTRUCTION ACTIVITY. THE CONTRACTOR MUST SIGN ALL PERMITS AND PAY THE PERMIT FEE BEFORE STARTING WORK AND MUST COMPLY WITH ALL THE REQUIREMENTS OF ALL GOVERNING AGENCIES IN PERFORMING THE WORK OF THIS PROJECT. 5. THE CONTRACTOR MUST MEET AND IMPLEMENT ALL NPDES, SWPPP, AND EROSION CONTROL REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION 6. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY REMOVAL WORK AND MUST BE MAINTAINED UNTIL PERMANENT EROSION CONTROL MEASURES HAVE BEEN COMPLETELY IMPLEMENTED AND ESTABLISHED. 7. INSTALL SILT FENCING AROUND THE PERIMETER OF THE LIMITS OF WORK AND MAINTAIN UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED. ALL SILT FENCE MUST HAVE GEO-TEXTILE FABRIC WITH STEEL POSTS. MACHINE SLICING OF SILT FENCE AROUND OR UNDER TREES WILL NOT BE PERMITTED. SILT FENCE AROUND OR UNDER TREES MUST BE HAND PLACED AND FASTENED TO THE GROUND WITH STAPLES. 8. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE EROSION CONTROL REQUIREMENTS OF THE SITE AND FOR INSTALLING AND MAINTAINING EROSION CONTROL MEASURES WHERE NEEDED, EVEN IF THEY ARE NOT INDICATED ON THE DRAWINGS. 9. INLET PROTECTION (SILT FENCE BARRICADES, SILT SACKS, RISER PIPES, OR FILTER FABRIC AND GRAVEL) MUST BE INSTALLED IN ALL EXISTING AFFECTED CATCH BASINS PRIOR TO ANY REMOVAL WORK AND IN ALL NEW CATCH BASINS IMMEDIATELY AFTER CATCH BASIN INSTALLATION. 10. ADJACENT STREETS, ALLEYS, AND PROPERTIES MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT AND MATERIALS TRACKED, BLOWN, OR WASHED FROM THE SITE. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP AS NEEDED OR WITHIN 24 HOURS NOTICE BY THE LANDSCAPE ARCHITECT. SWEEPING IS INCIDENTAL TO THE PROJECT. 11. CONTRACTOR MUST MAINTAIN DUST CONTROL FOR THE SITE AT ALL TIMES AND PROVIDE WATERING TRUCKS AS NEEDED OR WITHIN 24 HOURS NOTICE BY THE LANDSCAPE ARCHITECT. DUST CONTROL IS INCIDENTAL TO THE PROJECT. 12. WHERE DISTURBED SOILS WILL LAY EXPOSED FOR MORE THAN 21 DAYS, THE CONTRACTOR MUS T SEED WIT H A TEMPORARY COVER CROP TO PREVENT EROSION. TEMPORARY SEED MIX MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. TEMPORARY SEEDING IS INCIDENTAL TO THE PROJECT. 13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING THE SITE AND PROVIDING PROTECTION FROM THE WORK FOR THE PUBLIC. ALL OPEN EXCAVATIONS AND OTHER HAZARDS MUST BE FENCED. 14, THE RELOCATION AND/OR PROTECTION OF ALL EXISTING UTILITIES MUST BE COORDINATED BY THE CONTRACTOR AND ANY COSTS FOR SUCH WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS NECESSARY TO WORK AROUND ANY UTILITIES. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY EXISTING DAMAGE OR FAULTY CONDITION OF ANY UTILITIES TO THE UTILITY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AS, ONCE WORK HAS COMMENCED, IT WILL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND OR ABOVE BY TI WILL TO N FOR A FIELD INSPECTION TRIP BY A REPRESENTATIVE OF THE CONTRACTOR AND REPRESENTATIVES OF THE UTILITY OWNERS TO CONFIRM THAT ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS HAVE BEEN REPAIRED TO THE SATISFACTION OF THE OWNERS 16. THE CONTRACTOR MUST PROTECT ALL EXISTING ROADS, CURB, STRUCTURES, TREES, AND SITE ELEMENTS NOT DESIGNATED FOR REMOVAL. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 17. ITEMS SHALL REMAIN UNTIL DESIGNAT FOR REMOVAL. REMOVE DESIGNATION ITE SHOWN ON THE PLAN TO THE FULL DE F THEIR CONSTRUCTION UNLESS OTHER I F NOTED. 18. VERIFY THE LOCATION AND DIMENSION OF ITEMS TO BE REMOVED PRIOR TO COMMENCEMENT OF WORK. 19. ALL CONCRETE AND ASPHALT REMOVAL SHALL BE SAW CUT. EDGES OF MATER14S TO REMAIN SHALL BE SHORED UP AND PROTECTED DURING CONSTRUCTION TO PRESERVE EDGE INTACT. REPAIRS TO DAMAGED EDGES TO BE DONE WITH CARE AND AT NO COST TO THE OWNER. 20. ITEMS ENCOUNTERED BELOW GRADE AND NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 21. SALVAGE EXISTING MATERIALS AS INDICATED ON THE PLANS. REMOVE SALVAGED MATERIALS AS INDICATED WITH CARE AND STORE ON SITE IF APPLICABLE, CLEAN ALL DEBRIS AND CONSTRUCTION MATERIAL FROM SALVAGED ITEMS AND REUSE AS DIRECTED BY LANDSCAPE ARCHITECT. 22. REMOVE DEMOLISHED MATERIALS FROM SITE. DISPOSAL BY BURNING AND/OR BURYING IS PROHIBITED. ALL UNSUITABLE MATERIAL AND DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 23. RELOCATE / TRANSPLANT EXISTING PLANT MATERIAL AS INDICATED IN THE DRAWINGS AS DIRECTED BY THE LANDSCAPE ARCHITECT. MAINTAIN TRANSPLANTED PLANT MATERIAL THROUGHOUT CONSTRUCTION. 24. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT EARTH WILL NOT SETTLE AND SO THAT EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM LACK OF SHORING, BRACING AND SHEETING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. TREE PRESERVATION 1. PROTECT ALL TREES DESIGNATED TO BE SAVED AND ALL HARDWOOD TREES 6 INCHES OR GREATER IN DIAMETER THAT ARE NOT SPECIFICALLY DESIGNATED FOR REMOVAL. 2, PRIOR TO CONSTRUCTION, CONTACT LANDSCAPE ARCHITECT TO VISIT SITE AND VERIFY TREES TO BE SAVED. CONTRACTOR MUST REVIEW THE DRAWINGS AND DAILY WORK SCHEDULE SO THAT, SHOULD PROPOSED GRADES POSE A HAZARD TO A 'TREE TO BE SAVED', THE CONTRACTOR'S WORK IS NOT IMPEDED AND THERE WILL BE TIME TO STUDY THE ISSUE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE EXISTING CONDITIONS PLAN OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED OTHERWISE OR UNLESS DIRECTED BY LANDSCAPE ARCHITECT TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 4. ALL TREES TO BE PRESERVED AS INDICATION ON LANDSCAPE EXISTING CONDITIONS AND REMOVALS PLAN SHALL BE PROTECTED BY 6' HEIGHT CHAIN LINK FENCING. THE FENCE FENCING DETAILS). RMLYANCHORED SHALL REMAIN VTIL ALL Y IS COMPLETE. IE USED TO PROTECT MAIN CONSTRUCTION MORE THAN 8 FEET ON CENTER WITH 4 FOOT HIGH ORANGE SQUARE MESH BARRIER FENCING, RESINET SLM40, OR EQUAL, ATTACHED TO POSTS. BARRIER FENCE MUST BE INSTALLED AT THE LIMITS OF THE DRIP -LINE PRIOR TO CONSTRUCTION AND MUST NOT BE REMOVED UNTIL FINAL LANDSCAPING IS TO BE COMPLETED. 5. CONSTRUCTION ACTIVITIES OR STORAGE SHALL NOT OCCUR WITHIN THE TREE PROTECTED AREAS. THE CONTRACTOR SHALL STAKE OR MARK OUT ALL TREE PROTECTION FENCING LOCATIONS ON SITE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH CONSTRUCTION ACTIVITIES ON SITE. 6. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE ATTEND FERT AND A ND TO OTHER MAINTENANCE NEEDS OF THE EXISTING TREES AS NEEDED PER THE ARBORIST'S RECOMMENDATIONS TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE 6" PROTECTIVE LAYER OF TREES WITHIN CRITICAL WORK AREAS, SPREAD CHIPS USING HAND TOOLS ONLY, SUCH AS SHOVELS AND WHEEL BARRELS. 7, WHEN EXCAVATION IS TO OCCUR NEAR A TREE THAT IS TO BE PROTECTED MUST BE CARRIED OUT, DAMAGE CAN BE LIMITED BY ROOT PRUNING. ROOT PRUNING SHALL BE COMPLETED BEFORE GRADING HAS STARTED AND SHALL OCCUR BENEATH THE PROTECTIVE FENCING AS SHOWN ON THE PLANS. 8. ROOT PRUNING FOR PROTECTED TREES SHALL BE PERFORMED WITH A TRENCHING MACHINE PRIOR TO ADJACENT EXCAVATION COMMENCES. THE CONTRACTOR SHALL STAKE THE LIMIT OF ROOT PRUNING AS INDICATED ON THE PLANS, LIMITS OF TRENCHING SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO ANY LINES OF EXISTING TREES. COORDINATE ALL TRENCHING REQUIRED FOR UTILITY WORK WITH LANDSCAPE PLANS. IF ROOTS OF TREES DESIGNATED TO BE SAVED ARE EXPOSED, CUT OR OTHERWISE BROKEN AND DISTURBED BY CONSTRUCTION OPERATIONS, THEY MUST BE IMMEDIATELY AND CLEANLY ROOT PRUNED WITH A SHARP AXE OR PRUNER. NOTIFY LANDSCAPE ARCHITECT OF ANY EXPOSED ROOTS THAT REQUIRE PRUNING PRIOR TO COMMENCING WITH WORK. NO ROOTS OVER 3" IN DIA. SHALL BE PRUNED WITHOUT REVIEW BY ARBORIST AND LANDSCAPE ARCHITECT. 9. LIMIT SOIL COMPACTION BY LIMIT CONSTRUCTION ACTIVITY AROUND EXISTING PRESERVED TREE CRITICAL ROOT ZONES. THIS INCLUDES RESTRICTING ALL TRAFFIC AND STORAGE OF MATERIALS FROM UNDER THESE AREAS. 10. ANY PRUNING OF EXISTING PROTECTED TREES SHALL BE PERFORMED BY A CERTIFIED ARBORIST AS DIRECTED BY THE LANDSCAPE ARCHITECT. SOIL PREPARATION NOTES 1. SOIL PREPARATION IS CRITICAL IN CREATING A HEALTHY AND LONG-LASTING LANDSCAPE. REMOVE EXISTING TOPSOIL AND STOCKPILE ON SITE FOR USE AT A LATER DATE. 2. CONDUCT A SOIL EVALUATION OF EXISTING STOCKPILED TOPSOIL TO BE USED TO DETERMINE THE SOILS COMPOSITION, COMPACTION RATE, NUTRIENT QUALITIES, ORGANIC CONTENT, PH LEVELS AND WATER HOLDING CAPABILITIES. THE IDEAL PARTICLE SOIL MIX IS APPROXIMATELY 45% SAND, 40% SILT, 10% CLAY, AND 5% ORGANIC MATERIALS WITH A PH LEVEL NEAR SEVEN. 3. PRIOR TO INSTALLATION OF LANDSCAPE AND IRRIGATION SYSTEM, CONTRACTOR TO PREPARE SOIL TO ENSURE A PROPER ENVIRONMENT FOR PLANT ROOT DEVELOPMENT. 4. CONTRACTOR TO DECOMPACT SOILS IN PLANTING AREAS BY ROTO-TILLING, DISC OR RIPPING SOIL TO A MINIMUM DEPTH OF 12". DECOMPACTING OF SMALLER PLANTING AREAS SUCH AS PARKING AREAS AND AROUND STRUCTURES, MAY REQUIRE THE REMOVAL OF COMPACTED SOILS TO A DEPTH OF 18" OR MORE AND THEN REPLACEMENT WITH NEW OR AMENDED SOILS, REMOVAL ALL DEBRIS 2" OR GREATER FROM NEW OR AMENDED SOILS. 5. WHEN PERFORMING SOIL DECOMPACTION, MULTIPLE PASSES ACROSS THE AREA MAY BE REQUIRED. WHEN POSSIBLE VARY DIRECTIONS OF DECOMPACTION TO ENSURE ADEQUATE COVERAGE. WHEN USING A DISC OR RIPPING EQUIPMENT, IT IS REQUIRED THAT THE FINAL PASSES OVER THE ARE BE MADE WITH A ROTO-TILLER TO BREAK UP ANY LARGE CLUMPS TO MAKE FINAL GRADING EASIER. 6. AFTER INITIAL SOIL DECOMPACTION PROCEDURES ARE PERFORMED, SOIL AMENDMENTS SHOULD BE ADDED. THE ADDITION OF SOIL AMENDMENTS SHALL BE DETERMINED FROM SOIL TESTING CONDUCTED PRIOR TO COMMENCING WITH CONSTRUCTION. SOIL AMENDMENT MAY INCLUDE INORGANIC MATERIAL SUCH AS SAND, SILT OR CLAY, WHICH HELP IMPROVE SOIL TEXTURE. ORGANIC MATERIAL SUCH AS COMPOST, MANURE, AND PEAT MOSS MAY ALSO BE USED AND HELP IMPROVE SOIL STRUCTURE. OTHER AMENDMENTS SUCH AS FERTILIZER IMPROVE NUTRIENT CONTENT AND SULFUR ADJUSTS THE SOIL PH LEVEL. SULFUR SHALL BE INCORPORATED AT THE RATE OF ONE POUND OF SULFUR PER 100 SQUARE FEET. 7. ALL AMENDMENTS SHOULD BE MIXED THOROUGHLY WITH EXISTING SOIL. AN ADDITIONAL SOIL TEST SHALL BE TAKEN TO ENSURE PROPER SOIL CONDITIONS PRIOR TO PLANTING. 8. DURING THE REMAINDER OF THE LANDSCAPE INSTALLATION, VARIOUS AREAS OF THE SITE MAY BE RE -COMPACTED DUE TO THE USE OF EQUIPMENT AND CONSTRUCTION TRAFFIC. DECOMPACT ANY AREAS THAT BECOME RE -COMPACTED PRIOR TO INSTALLATION OF FINAL LANDSCAPING COMMENCES. LAYOUT NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO ACCURATELY SURVEY AND LAYOUT THE PROPOSED WORK FOR CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY GRADES, LINES, LEVELS, DIMENSIONS PRIOR TO COMMENCING WITH WORK. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSION, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATION OVER PREVIOUS DOCUMENTS. 2. CONTRACTOR TO LAY OUT PROPOSED LOCATIONS FOR ALL HARDSCAPE, WALLS, AND SITE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. HARDSCAPE, WALLS AND SITE ELEMENTS ARE DIMENSIONED ON THE LAYOUT PLAN. ANY DISCREPANCIES OR CONFLICTS WITH THE EXISTING CONDITIONS OR OTHER DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION AND/OR ADJUSTMENT, 3. FOR DIMENSIONS OF EXISTING BUILDINGS, PROPOSED BUILDING IMPROVEMENTS AND RELATED WORK, REFER TO ARCHITECTURAL DRAWINGS 4. WHERE DIMENSIONS ARE CALLED AS "EQUAL," SPACE REFERENCED ITEMS EQUALLY, MEASURED TO CENTERLINE. 5. MEASUREMENTS ARE TO FACE OF BUILDING, WALL, FIXED SITE ELEMENT, GRID LINE OR DEFINED PROPERTY LINE IRON / BENCH MARKS. DIMENSIONS TO CENTER LINE ARE AS INDICATED. 6. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 7. PROVIDE EXPANSION JOINTS WHERE CONCRETE FLAT WORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS. 8. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH A SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE 9. EXPANSION JOINTS IN CONCRETE WALKS SHALL BE LOCATED NOT MORE THAN TWENTY FEET (20'4' O.C.) MAXIMUM OR AS INDICATED ON THE PLANS. 10. VERIFY ALL JOINTING LAYOUTS FOR CONCRETE IN FIELD PRIOR TO IMPLEMENTATION. ALL CONTROL JOINTS IN CONCRETE TO SAW CUT UNLESS APPROVED BY LANDSCAPE ARCHITECT. 11. LAYOUT OF PROPOSED TRAILS TO BE STAKED OUT BY CONTRACTORS AND APPROVED BY LANDSCAPE ARCHITECT IN FIELD. GRADING NOTES 1. EXCAVATION, BACKFILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. 2. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT ALL TIMES. 3. ALL DESIGN CONTOURS AND PROPOSED ELEVATIONS INDICATED ARE TO FINISH GRADE UNLESS OTHERWISE NOTED 4. THE CONTRACTOR SHALL ACCOUNT FOR ALL IMPORTED SURFACE AND PLANTING MATERIALS IN DETERMINING EARTHWORK REQUIREMENTS 5. GRADING OPERATIONS MUST MINIMIZE THE POTENTIAL FOR EROSION. 6. NO GRADING, STOCKPILING OF MATERIALS, OR STAGING IS PERMITTED OUTSIDE THE LIMITS OF WORK. 7. PRIOR TO ROUGH GRADING THE SITE TH E E CONTRACTOR MUST REMOVE ALL TOPSOIL IN AREAS TO BE DISTURBED AND STOCKPILE ON SITE FOR FUTURE USE. EXCESS TOPSOIL MUST BE REMOVED FROM THE SITE AFTER FINISH GRADING AT THE CONTRACTOR'S EXPENSE. 8. IF THE EARTHWORK FOR THE SITE IS ANTICIPATED TO PRODUCE AN EXCESS OF MATERIAL, THE CONTRACTOR MUST REMOVE ALL EXCESS MATERIAL FROM THE SITE AND DISPOSE OF IT AT THE CONTRACTOR'S EXPENSE. 9. NO TOPSOIL SHALL BE REMOVED FROM SEEDING AND/OR RESTORATION AREAS WITHOUT APPROVAL FROM THE LANDSCAPE ARCHITECT. 10. TOPSOIL COMPACTED BY CONSTRUCTION TRAFFIC IN SEEDING AND/ OR RESTORATION AREAS OF THE PROJECT SHALL BE LOOSENED UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. 11. COMPOST SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF EXISTING SOIL BY MEANS OF ROTO-TILLING AFTER CROSS -RIPPING. GROUND COVER & PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTO-TILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. 12. THE LANDSCAPE ARCHITECT MAY DIRECT ON SITE CHANGES TO THE GRADING TO SUIT ACTUAL FIELD CONDITIONS AND TO ACHIEVE DESIGN INTENT. SUCH CHANGES SHALL BE DONE AT THE NO INCREASE TO THE PRICE OF THE CONTRACTED WORK. 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES AND SANITARY CLEANOUTS MAY BE ADJUSTED AS NECESSARY TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. STORM WATER ROOF DRAIN LOCATIONS ARE BASED UPON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS ON FINAL ARCHITECTURAL PLANS. SEEDING NOTES 1. ALL SEEDED AREAS SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF TWO YEARS AFTER OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. SEED ALL DISTURBED AREAS NOT SPECIFICALLY DESIGNATED AS STRUCTURE, HARD SURFACE, PLANTING AREAS OR LAWN. 3. THE SEEDING CONTRACTOR MUST NOTIFY THE LANDSCAPE ARCHITECT OF THE PROPOSED SEEDING START DATE A MINIMUM OF ONE WEEK PRIOR TO SEEDING. 4. METHOD OF SEEDING AND SEEDING RATE SHALL BE AS LISTED ON SEEDING KEY. 5. NO SEEDING MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS THE CONTRACTOR, PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION, REQUESTS APPROVAL OF THE LANDSCAPE ARCHITECT. 6. THE SEEDING / RESTORATION CONTRACTOR SHALL KEEP NEWLY SEEDED AREAS WATERED FOR A MINIMUM OF 4 WEEKS OR UNTIL SEED IS 80% ESTABLISHED. SPRING SEEDING COMPLETED AFTER MAY 15TH MUST BE WATERED BY THE CONTRACTOR FOR AT LEAST 4 WEEKS, OR UNTIL AUGUST 15TH, WHICHEVER IS LONGER. THE SEEDING / RESTORATION CONTRACTOR MUST ALSO PROVIDE THE OWNER WITH A BID FOR INDIVIDUAL WATERING APPLICATIONS WITHIN THE TWO YEAR WARRANTY PERIOD FOR POTENTIAL WATERING DURING UNUSUALLY DRY PERIODS. 7. EROSION CONTROL MATTING MUST BE USED ON ALL SLOPES GREATER THAN 3:1. 8. SEEDING IN RESTORATION AREAS WILL FOLLOW PROCEDURES LISTED IN "RESTORATION NOTES" 9. EROSION CONTROL MATTING IS REQUIRED IN RESTORATION AREAS SHALL BE INSTALLED BY THE SEEDING / RESTORATION CONTRACTOR. PLANTING NOTES 1. EXACT LOCATION OF PLANT AREAS AND MATERIAL T E APPROVED BY S 0 B 0 LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTINGS TO EXACT LOCATIONS IN THE FIELD. 2. VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. IF QUANTITIES ON PLANT LIST DIFFER FROM GRAPHIC INDICATIONS ON PLANS, THEN THE GREATER NUMBER / QUANTITY SHALL PREVAIL. CONTRACTOR IS RESPONSIBLE FOR QUANTITY TAKE OFFS AND SHALL PROVIDE FULL COVERAGE OF PLANTING AREAS AS INDICATED ON DRAWINGS. NOTIFY LANDSCAPE ARCHITECT OF ANY PLANTING DISCREPANCIES. 3. ALL PLANT MATERIAL SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER OWNER'S WRITTEN ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. LANDSCAPE ARCHITECT MUST APPROVE THE DECOMPACTED SUBGRADE AFTER DECOMPACTION WORK IS COMPLETE AND PRIOR TO TOPSOIL PLACEMENT. 5. PROVIDE 4 INCHES OF TOPSOIL FOR ALL LAWN TURF AREAS. PROVIDE A MINIMUM OF12 INCHES OF PLANTING SOIL MIX CONSISTING OF 1/3 TOPSOIL. 1/3 SAND. AND E CONTRACTOR MUST SUBMIT TESTING RESULTS AND FERTILIZER RECOMMENDATIONS. 6. ALL NEW TREE PLANTINGS AND EDGED PLANTING BEDS TO RECEIVE 3 INCH DEPTH OF DOUBLE- SHREDDED HARDWOOD MULCH. ALL NEW EDGED GROUNDCOVER PLANTING BEDS TO RECEIVE 3 INCH DEPTH OF PINE BARK MULCH. LANDSCAPE ARCHITECT TO APPROVE MULCH PRIOR TO INSTALLATION. 7. ALL PLANTING BEDS NOT CONTAINED BY STRUCTURES, CURB, OR PAVING MUST BE EDGED WITH METAL EDGING (ALUMINUM OR STEEL). 8. WHERE LAWN / SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD MUST BE HELD 1 INCH BELOW THE SURFACE ELEVATI ON OF THE PAVED SURFACE. 9. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. 10. STAKE ALL PROPOSED TREE LOCATIONS IN FIELD FOR APPROVAL PRIOR TO INSTALLATION. LANDSCAPE ARCHITE T C RESERVES RIGHTS TO MAKE ADJUSTMENTS TO LOCATIONS PRIOR TO PLANTING. 11. ALL PROPOSED PLANTS SHALL BE STAKED AS SHOWN ON THE DRAWINGS AND/OR AS DIRECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING LOCATIONS OF PLANT MATERIAL PRIOR TO ANY DIGGING. LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF THE DELIVERY DATE FOR ALL PLANT MATERIAL. 12. PAINT OR STRING ALL NEW PLANTING AREAS AND LOCATIONS IN FIELD FOR LANDSCAPE ARCHITECT APPROVAL. ADJUSTMENT IN LOCATION OF PROPOSED PLANT MATERIAL MAY BE NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 13. ALL PLANT MATERIAL SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO THE LANDSCAPE ARCHITECT'S APPROVAL. 14. ALL PLANTING STOCK SHALL MEET AND CONFORM TO "THE AMERICAN STANDARDS FOR NURSERY STOCK", ANSI, LATEST WRITTEN STANDARDS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR ALL PLANT MATERIAL. 15. AN INSPECTION TO APPROVE PLANT MATERIAL AT THE NURSERY SHALL OCCUR PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE 48 HOUR NOTIFICATION TO LANDSCAPE ARCHITECT. 16. ALL PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER FERTILIZER AS INDICATED MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. 17. ALL PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 18. WRAP ALL DECIDUOUS TREES FROM THE GROUND TO THE FIRST BRANCH. WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1ST, AND REMOVE ALL WRAPPING BETWEEN MAY 1ST AND JUNE 1ST, OR AS INSTRUCTED BY THE LANDSCAPE ARCHITECT. 19. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, LANDSCAPE CONTRACTOR SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT 20. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ANY SUBSTITUTION IS REQUIRED TO APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 21. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE PLANS. ALL PLANT MATERIAL SHALL MEET SIZE AND QUALITY STANDARDS AS INDICATED IN DOCUMENTS AND SHALL BE OF TOP QUALITY AND VIGOROUS HEALTH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT PLANTS NOT MEETING THESE STANDARDS. 22. ALIGN AND EQUALLY SPACE PLANTINGS IN ALL DIRECTIONS AS DESIGNATED ON THE PLANS. 23. FINISH GRADE OF PLANTING AREAS SHALL BE 1" BELOW ADJACENT PAVING OR SURFACING AREAS UNLESS OTHERWISE NOTED 24. ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 25, PRUNE NEWLY PLANTED TREES AND SHEAR NEWLY PLANTED HEDGES AS DIRECTED BY LANDSCAPE ARCHITECT. 26. PROTECT ALL NEW EVERGREEN PLANTINGS FROM WINTER BURN BY WRAPPING NEW PLANTINGS WITH BURLAP. MAINTAIN N THROUGHOUT WARRANTY PERIOD. 27, TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF EXISTING OR NEW PAVEMENT SURFACES. THE ROOT BARRIER SHALL BE PLACED ON THE SIDE OF THE TREE PIT CLOSEST TO THE IMPROVEMENTS. DO NOT ENCLOSE ROOT BALL FOR TREES WITH ROOT BARRIER. 28. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS, 29. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION UPON COMPLETION OF ALL PLANTING WORK 30. PLANTING IN SEEDING AND/OR RESTORATION AREAS WILL FOLLOW PROCEDURES LISTED IN "SEEDING NOTES" AND "RESTORATION NOTES." 31. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL NEW PLANTING AREAS OF PROJECT UNTIL SUBSTANTIAL COMPLETION OF PROJECT. 32. AT THE TIME OF FINAL INSPECTION ALL PLANT MATERIAL SHALL BE IN HEALTHY, VIGOROUS GROWING CONDITION, PLANTED IN FULL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. IRRIGATION NOTES 1. IRRIGATION SYSTEM TO BE DESIGN / BUILD. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE COVERAGE FOR ALL PLANTING AREAS SHOWN ON THE PLAN. LOW VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT WATER FOR PLAN GROWTH WITH A MINIMUM WATER LOSS DUE TO WATER RUN OFF. IRRIGATION SYSTEM SHALL USE HIGH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS AND OTHER NECESSARY IRRIGATION EQUIPMENT. ALL COMPONENTS SHALL BE NON -CORROSIVE MATERIALS. ALL DRIP SYSTEMS SHALL BE ADEQUATELY FILTERED AND REGULATED PER THE MANUFACTURER'S RECOMMENDED DESIGN U D PARAMETERS. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM PRIOR TO INSTALLATION. 2. IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3. IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI -PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. 4. ALL LAWN, PLANTING AREAS AND NEW TREE PLANTINGS WITHIN PROPERTY LIMITS MUST BE IRRIGATED, UNLESS OTHERWISE NOTED. NEW SEEDING AND / OR RESTORATION AREAS TO BE IRRIGATED SEPARATELY AS INDICATED ON DRAWINGS. 5. ALL NEW PLANTING BEDS, NEW TREE PLANTINGS, GREEN ROOFS AND CONTAINER PLANTINGS TO RECEIVE DRIP LINE EMITTER IRRIGATION. ALL TURF / LAWN, SEEDED AND / OR RESTORATION AREAS TO RECEIVE OVERHEAD SPRAY IRRIGATION. 6. PROPOSED IRRIGATION LAYOUTS AND MATERIAL LISTS MUST BE SUBMITTED WITH BIDS. ACCEPTABLE PRODUCT MANUFACTURERS INCLUDE RAINBIRD, TORO, AND NETAFIM. THE IRRIGATION CONTROLLER SHALL BE SIZED TO ACCOMMODATE ALL PROPOSED ZONES, INCLUDING ANY AREAS INDICATED AS FUTURE IRRIGATION, AND SHALL BE FULLY AUTOMATIC WITH A VOLATILE MEMORY CHIP. 7. IRRIGATION CONTRACTOR MUST VERIFY THE LOCATION OF ALL IRRIGATION SLEEVES. IF ADDITIONAL SLEEVING IS REQUIRED, IRRIGATION CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. ONLY TRENCHLESS METHODS WILL BE APPROVED AFTER PAVING IS COMPLETED. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE IRRIGATION SYSTEM FROM THE POINT OF CONNECTION AT THE COLD WATER STUB OUT LINES FROM THE BUILDING. THE STUB OUT FROM THE BUILDING, THE BACKFLOW )) TER AND OTHER CODE REQUIRED PREVEN Q PLUMBING ELEMENTS MUST BE PROVIDED BY A LICENSED MECHANICAL CONTRACTOR. 9. THE IRRIGATION CONTRACTOR MUST INSTALL THE IRRIGATION CONTROL PANEL IN THE LOCATION INDICATED ON THE DRAWINGS OR AS APPROVED BY THE OWNER / LANDSCAPE ARCHITECT. COORDINATE LOCATION W/ APPLICABLE TRADES. 10. THE IRRIGATION CONTRACTOR MUST PROVIDE OPERATIONS AND MAINTENANCE MANUALS AND ON -SITE INSTRUCTION TO THE OWNER IN THE SYSTEM OPERATION. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INITIAL SYSTEM STARTUP, WINTERIZATION FOR THE FIRST WINTER, AND STARTUP THE FOLLOWING SPRING. 11. IRRIGATION CONTRACTOR SHALL INCLUDE IRRIGATION COVERAGE FOR ALL SEEDING / SYSTEM SCHEDULE AND IRRIGATION NEEDS IN RESTORATION AREAS. 12. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION, SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. STAKED LOCATIONS SHALL BE SPACED TO PROVIDE HEAD -TO -HEAD COVERAGE. 13. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREAS TO BE IRRIGATED UNLESS OTHERWISE INDICATED. 14. ADJUST IRRIGATION SYSTEM LAYOUT FOR ANY VERTICAL OBSTRUCTIONS OR INTERFERENCE. DO NOT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND / OR BUILDING STRUCTURES. 15. IRRIGATION SYSTEM SHALL BE BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND. VERIFY WATER PRESSURE BEFORE START OF CONSTRUCTION. REPORT ANY DIFFERENCES IN WATER PRESSURE READINGS AT IRRIGATION POINT OF CONN ECTION PRIOR TO COMMENCING WITH IMPLEMENTATION OF IRRIGATION SYSTEM. 16. IF EXISTING IRRIGATION SYSTEM IS TO BE RETAINED FOR REUSE, CONTRACTOR SHALL PROPOSE ALL REQUIRED ADDITIONS TO EXISTING SYSTEM NECESSARY TO OBTAIN FULL COVERAGE OF ALL LANDSCAPE WORK AS INDICATED ON DRAWINGS AND PROVIDE A DESIGN BUILD DRAWING IDENTIFYING EXISTING AND PROPOSED IRRIGATION SYSTEM COMPONENTS FOR INSTALLATION. 17. PROVIDE AS -BUILT DRAWING OF FINAL IRRIGATION SYSTEM TO OWNER / LANDSCAPE ARCHITECT FOR THEIR RECORDS. UPON COMPLETION OF INSTALLATION OF IRRIGATION SYSTEM, IRRIGATION CONTRACTOR SHALL PROVIDE THE FOLLOWING: ACCURATE AND COMPLETE "AS BUILT' PLANS OF IRRIGATION SYSTEM INCLUDING 8-1/2,,x11" ZONE MAP TO BE PLACED INSIDE EACH CONTROLLER BOX. A LOG ON ALL WATER WINDOWS, RUN SCHEDULE TIMES, AND OTHER CHANGES AND/OR MODIFICATIONS TO THE IRRIGATION SYSTEM SINCE INSTALLATION. ONE HOUR OF TRAINING TO OWNER ON IRRIGATION SYSTEM AND CONTROLLER OPERATION. THREE OF EACH TYPE OF HEAD AND EMITTER INSTALLED. ONE OF EACH TYPE OF VALVE INSTALLED. REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. SITE LIGHTING NOTES 1. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRE FIXTURES ONLY. POWER SYSTEMS, CONDUIT, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR LIGHTING TYPES SHALL CONSIST PRIMARILY OF LOW VOLTAGE LANDSCAPE LIGHTING UNLESS OTHERWISE NOTED. 2. ALL LANDSCAPE LIGHTING AND THEIR COMPONENTS SHALL MEET THE UL1838 GOVERNING STANDARDS. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY LIGHTING LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES OR OTHER STRUCTURES. 4. COORDINATE PROPOSED POWER SOURCES FOR ALL SfTE LIGHTING ELEMENTS AND THEIR LOCATIONS. 5. COORDINATE SWITCHING AND CONTROLS SYSTEMS FOR EXTERIOR LIGHTING WITH OWNER, LANDSCAPE ARCHITECT. VERIFY ALL SWITCH LOCATIONS ON SITE PRIOR TO INSTALLATION. 6. INSTALL LIGHT FIXTURES PER MANUFACTURER'S RECOMMENDATIONS AND PER LOCAL, STATE, AND NATIONAL REGULATIONS. 7. ALL LIGHTING IN PAVEMENT AND HARDSCAPE TO BE CORE DRILLED. VERIFY FINAL LOCATIONS IN HARDSCAPE AREAS PRIOR TO DRILLING.. 8. ALL LIGHT POLE BASES SHALL BE DESIGNED AND SIGNED OFF BY A STRUCTURAL ENGINEER. 9. ALL ELECTRICAL JUNCTION BOXES FOR EXTERIOR LIGHTS SHALL BE LOCATED IN PLANTING AREAS OR OTHER DISCRETE LOCATIONS AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL TRANSFORMERS SHOULD BE SIZED TO ALLOW FOR ANY FUTURE INCREASE IN SYSTEM LOAD, AS WELL AS THE RESISTIVE VALUES ASSOCIATED WITH LONGER CABLE RUN DISTANCES AND THE USE OF VOLTAGE TAPS GREATER THAN 12-VOLT. INSTALL TRANSFORMERS PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL 120-VOLT ELECTRICAL WORK SHOULD BE PERFORMED BY A LICENSED ELECTRICIAN UNLESS OTHERWISE SPECIFIED BY LAW. REFER TO ALL NEC AND ALL LOCAL CODES FOR ADDITIONAL DETAILS. 12. ALL EXTERIOR RECEPTACLE BOXES SHOULD BE G.F.C.I.-PROTECTED FOR USE WITH TRANSFORMERS THAT UTILIZE A PLUG-IN CORD. ALL RECEPTACLE BOXES SHOULD UTILIZE AN "IN -USE" OR "BUBBLE" TYPE RECEPTACLE COVER TO PROTECT IT FROM WATER ENTRY. 13. ALL RECEPTACLES, LOW VOLTAGE TRANSFORMERS, AND FIXTURES CANNOT BE LOCATED WITHIN 10 FEET OF ANY WATER SOURCE THAT WOULD BE NORMALLY OCCUPIED BY HUMANS. 14. EXTERIOR LIGHTING SYSTEM SHALL CONNECT TO EITHER PHOTOCELL OR ASTRONOMICAL TIMER. VERIFY FINAL LIGHTING CONTROLS WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. RESTORATION NOTES 1. ALL EXOTICS, INVASIVE AND UNDESIRED TALL NATIVE SPECIES TARGETED FOR REMOVAL WILL BE REMOVED BY HAND OR SPRAYED WITH APPROVED HERBICIDE. THIS WORK SHALL BEGIN DURING THE FIRST STAGES OF CONSTRUCTION AND EXTEND THROUGH THE MANAGEMENT PERIOD. 2. LANDSCAPE ARCHITECT MUST APPROVE MANAGE WENT STRATEGY OF NATIVE SPECIES TOE LE MEAND MANAGED ON SITE. 3. RESTORATION PLANTING AND SEEDING SHALL BEGIN AFTER ALL CONSTRUCTION AND TREE PLANTING WORK IS COMPLETE AND THE IRRIGATION SYSTEM INSTALLED BY OTHERS IS IN PLACE. 4. RESTORATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE PLANTING AND SEEDING START DATE A MINIMUM OF ONE WEEK PRIOR TO SEEDING AND PLANTING. 5. SALVAGED TOPSOIL APPROVED BY THE RESTORATION CONTRACTOR WILL BE SPREAD ONLY ON AREAS CLEARED OF TOPSOIL DURING CONSTRUCTION. APPROVED TOPSOIL WILL ONLY BE SPREAD TO THE ORIGINAL GRADE OR GRADE APPROVED BY THE LANDSCAPE ARCHITECT. 6. SEVERELY COMPACTED SOIL CAUSED BY CONSTRUCTION TRAFFIC SHALL BE LOOSENED TO ORIGINAL GRADE BY OTHERS. MINOR COMPACTION SHALL BE LOOSENED BY RESTORATION CONTRACTOR TO ORIGINAL GRADE OR GRADE APPROVED BY THE LANDSCAPE ARCHITECT. 7. SEEDING SHALL BE HAND BROADCAST AND RAKED EITHER BY HAND OR WITH A DRAG HARROW, 8. ALL PLANT MATERIAL SHALL BE WARRANTED BY THE RESTORATION CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER OWNER'S WRITTEN ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY C M OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. SEEDED AND SODDED AREAS SHALL BE WATERED WITH THE IRRIGATION SYSTEM (INSTALLED BY OTHERS) FOR A MINIMUM OF FOUR WEEKS OR UNTIL SEED IS ESTABLISHED. ALL WATERING ASSUMES A SYSTEM COVERING ALL RESTORATION AREAS IS IN PLACE AND RESTORATION CONTRACTOR HAS CONTROL OVER WATERING SCHEDULE FOR RESTORATION AREAS. 10. PLANTINGS SHALL BE PLACED ACCORDING TO SPECIFIC ZONE SECTION NEEDS AND NOT ACCORDING TO A FIXED PATTERN. ON -CENTER GOALS ARE ON AVERAGE. 11. LANDSCAPE ARCHITECT MUST APPROVE ALL SEEDING LOCATIONS PRIOR TO SEEDING. 12. NO FERTILIZER OR SOIL AMENDMENTS ARE REQUIRED IN THE RESTORATION AREAS UNLESS DEEMED NECESSARY BY THE RESTORATION CONTRACTOR. 13. RESTORATION CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION UPON COMPLETION OF ALL RESTORATION SEEDING AND PLANTING WORK. WARRANTY 1. ALL HARDSCAPE AND PAVING AREAS TO BE WARRANTED FOR 1 YEAR AFTER OWNER ACCEPTANCE. 2. ALL PLANT MATERIAL TO BE WARRANTED FOR 1 YEAR AFTER OWNER ACCEPTANCE. AN INSPECTION OF PLANT MATERIAL WILL OCCUR AFTER THE FIRST YEAR FOLLOWING SUBSTANTIAL COMPLETION / OWNER ACCEPTANCE. THE LANDSCAPE ARCHITECT SHALL NOTIFY THE CONTRACTORS OF INSPECTION DATE. REPLACEMENTS MAY BE REQUIRED AT THIS TIME. REPLACEMENTS SHALL BE PLANTED WITHIN 30 DAYS FROM THE DATE OF INSPECTION UNLESS OTHERWISE DIRECTED IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES. LANDSCAPE STRUCTURAL NOTES 1. BUILDING CODE: CONFORM 0 M TO LATES T EDITION OF STATE BUILDING CODE AND INTERNATIONAL BUILDING CODE (IBC). 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 3. THE DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING ERECTION OF THE STRUCTURE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS ARE IN PLACE. 4. FOOTINGS AND SOIL DATA: 4.1. SOIL PARAMETERS ARE ASSUMED FOR THE DESIGN OF THE RETAINING WALLS FOR THE FOLLOWING: 4.1.a. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF. 4.1.1b. LATERAL SOIL PRESSURES (EQUIVALENT FLUID PRESSURE) 45 PCF. 4.2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ON COMPACTED, ENGINEERED FILL. ALL SUBGRADE SHALL BE PREPARED AND COMPACTED ACCORDING TO THE RECOMMENDATIONS PROVIDED BY A GEOTECHNICAL ENGINEER. 5. ALL TOPSOIL, FILL AND OTHER UNSUITABLE BEARING MATERIAL SHALL BE REMOVED. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATED AREA TO ENSURE ALL MATERIALS REQUIRING REMOVAL HAVE BEEN REMOVED AND TO VERIFY THE SOIL BEARING CAPACITY USED FOR DESIGN PRIOR TO CONCRETE PLACEMENT. 6. EMBEDMENT DEPTH FROM EXTERIOR GRADE TO BOTTOM OF FOOTING SHALL NOT BE LESS THAN 5'-0". BOTTOM OF FOOTING ELEVATION SHALL BE LOWERED AS REQUIRED TO MEET THIS MINIMUM. 7. ALL RETAINING WALLS SHALL HAVE A MINIMUM OF 12 INCHES OF FREE -DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL, UNLESS NOTED OTHERWISE. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 40 FEET OR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT UNLESS OTHERWISE INDICATED. 8. MUD SLABS, FOOTINGS OR SLABS SHALL NOT BE PLACED ONTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE OR PROPER DEPTH OF BURY. 9. DO NOT UNDERMINE EXISTING FOUNDATIONS. 10. REINFORCED CONCRETE: 10.1. DESIGN CODE: USE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318), LATEST ADOPTION 10.2. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301 USING THE FOLLOWING PARAMETERS: 10.2.a. PORTLAND CEMENT CONFORMING TO ASTM C150 OR C595. 10.2.b. AGGREGATE CONFORMING TO ASTM C33. 10.2.c. ADMIXTURES CONFORMING TO ASTM C494, C1017, AND C260. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE, 10.2.d. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. 11. REINFORCING STEEL 11.1. BARS -ASTM A615, GR. 60 11.2. PLACEMENT OF CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI AND CRSI STANDARDS. 11.3. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED OR ACCEPTED BY THE ENGINEER. 11.4. PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO WALL HORIZONTAL REINFORCEMENT UNLESS OTHERWISE DETAILED. 12. COLD WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 306. 13. HOT WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 305. 14. PROVIDE 32 BAR DIAMETER LAP LENGTHS FOR WALL FOOTINGS UNLESS NOTED OTHERWISE. FOR OTHER LAP LENGTHS PROVIDE CLASS B LAP SPLICES IN ACCORDANCE NTH ACI 318. 15. BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO ENSURE COMPLIANCE WITH MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC, PLASTIC TIPPED, EPDXY COATED OR STAINLESS STEEL FOR UNCOATED STEEL. BAR SUPPORTS FOR COATED STEEL SHALL BE PLASTIC, PLASTIC COATED OR EPDXY COATED. 16. CONCRETE MIX DESIGN(S) SHALL BE SUBMITTED T( ENGINEER/ARCHITECT FOR REVIEW. 17. PROVIDE REINFORCING STEEL SHOP DRAWINGS TO ENGINEER / LANDSCAPE ARCHITECT FOR REVIEW / APPROVAL. 18. MATERIAL STRENGTHS: COMPRESSIVE MAX MAX WATER DESCRIPTION STRENGTH It) AGGREGAT SLUMP TO CEMENT AT 28 DAYS ESIZE RATIOS (W/C)31 FOOTINGS 3,000 PSI 112" 4"t 1" 0.57 RETAINING WAILS (5% AIR 4,CD0 PSI 3I4" 4" t 1" 0.45 ENTRAINED) 1 / TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE t 1.5% 2/ PRIOR TO THE ADDITION OF PLASTICIZER OR HIGH -RANGE WATER -REDUCER 1 / TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE t 1.5% TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. C Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. t�q_ TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # I Description Date VARIANCE APPLICATION I 12/18/202C Drawing. GENERAL NOTES Drawn By: Date: Scale'. Sheet: DJ 12/18/2020 N/A L001 3 a 0 0 w z Q m z 0 0 W U z w 0 w W o: LU w z of M m O m 0 O 0 CO U w O a N J � z� N O N a � 2 N � O � N N w N �? a � d o� > � n Y N N M GENERAL NOTES TRAVIS VAN LIERE STUDIO 1. SEE SHEET 1-001 FOR GENERAL NOTES. LANDSCAPE ARCHITECTURE i 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, 211 1ST STREET NORTH, SUITE 350 AND IRRIGATION CONTRACTOR TO COORDINATE W/ MINNEAPOLIS, MN 55401 PAVING, CONCRETE, AND WALL CONTCTOS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS AND t 612 345 4275 4. K##R TO SHEET L010, EXISTING CONDITIONS PLAN FOR / / w BOUNDARY INFORMATION. ALL CONSTRUCTION U STAKING MUST BE PERFORMED BY REGISTERED LAND SUR5. DO NOT SCEYOR ALE CALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. / s m� Na// F 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE / /0 � NT 0 _ / LANDSCAPE ARCHITECT OF ANY LAYOUT RIO � DISCREPANCIES. L TE EN H RK ES G PT, �� 7 ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND / ORS N DE pp P, TO V IT DRA/kT APPROVED IO LANDSCAPE ARCHITECT PRIOR TO a V 001 90 w �° /�LEV-95b.3 �(IVG 29) CONSTRUCTION. �30 FG , 52'E 9u o0 d � � 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON CN63`15N61,��'1 E REQUEST FOR FIELD LAYOUT. KEYNOTES j / / 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND WC) N005 /° PROTECT • ViPLEA E S A N T 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - d SAVE AND PROTECT 4 3. EXISTING CITY STREET/ALLEY-SAVE AND PROTECT, �� / / ✓ \ f / REPAIR ANY DAMAGED AREAS PER CITY STANDARDS �s G �' f all / 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS \ = d41 °$ / \ 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK G C3 C� / / LOT EXISTING INCOMING SURVEY \ � � T LOT 2 q ` d v -A yZ ! ° 9 ° v-Z \ d ! � e Z � 0co ERNN sTR�c�o l Vf��pR �F I 46 goog z L 0 G� Z oEo , ,' �0- 0 f\ _ —_7 z 71 10 om ---------t / c \V 40/ �/ ♦/ �� '�Yv 46 Cn '°'/�\ ♦� T, s 1-00 --ORDINARY HIGH WATER ELEVATION=896.3 X (PER MN. D N.R. cr j h i / �� /y Z �♦ /�� (� �� -� TOE OF SLOPE LIES APPROXIMA TEL Y A T ♦ �\ / /��/ J ✓ � / THE 89- DOC R (EXCEPTT A _ DOCK) ♦ / / A � --SHORELINE OF LOTUS LAKE AS LOCATED ON AUGUST 28, 201 - ELEV=896.0 FT (NGUD 29) APPRO+,MATE LOCATION OF SANITARY---- SEWER DER EGAN, FIELD & NOWAK INC. �� Al L O T US LA KE FILE RECORDS s I V � C 0 8' 16' 32' N S inch =16 fee BRUNER RESIDENCE 6 6 0 9 H O IRS E S H O E C U R V E C H A N H A S S E N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, govemement agencies, and vendors only in accordance with this notice. O Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �Z?— TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # I Description Date Drawing: EXISTING INCOMING SURVEY Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet: L0 0 9 3 0 0 w z z It U) c� Lu z 0 z w 0 U) w W of W z O_ m 0 m a- 0 0 U W 0 2 za m M U� N 0 a� U N E �o oa w N � N rn ? � y � a v =o m L > � nw d N N U w � EXISTING CONDITIONS AND REMOVALS PLAN GENERAL NOTES TRAVIS VAN LIERE STUDIO 1. SEE SHEET L001 FOR GENERAL NOTES. LANDSCAPEARCHITECTURE 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. TRAFFIC FLOW 5--� 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, 211 1ST STREET NORTH, SUITE 350 —�s 5�— AND IRRIGATION CONTRACTOR TO COORDINATE W/ MINNEAPOLIS, MN 55401 01 HORSESH CEO URVE PAVING, CONCRETE, AND WALL CONTRACTORS ON �— 5 5SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND t 612 345 4275 \ \ \ 1 TVP rRAFFic F�ow 4. W414 TO SHEET L010, EXISTING CONDITIONS PLAN FOR \ \ BOUNDARY INFORMATION. ALL CONSTRUCTION / \STAKING UST BE PERFORMED BY REGISTERED LAND SURVEYOR — + __5. — - l — / DO NOT SCALE THE DRAWINGS WRITTEN DIMENSIONS 4ARQPE-R Y L- 1 j�i' • \ / 6ARE TOUSED FOR ALL LAYOUT WORK � . THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT 4,+ rf < i �> }_ > \ c \ �_ '"' I R 1 \\ / — _ / DISCREPANCIES. .�. i — - / /' 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND �L + 4J �LyV J,P�` �O - JC 1 / / 9 _ 1 TVP. / / i / / APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. — — ?�� 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON vw 'L. 1 REQUEST FOR FIELD LAYOUT. /' _ KEYNOTES 1. EXISTING SIGNIFICANT TREES TYP. -SAVE AND —R-5 I _ —\v /—\� _ �� PROTECT TREE(S) \ �, x y x — — — -I // — 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - F",+''� r� — — — — — — `�' kJ SAVE AND PROTECT _ — - s� -/� % — — 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, .. `� \ —'/ — REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH i— _°•�_ _ /' PATH, STAIRS �` sz J 1 — / 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK ® REMOVALS KEY R1 EXISTING BITUMINOUS DRIVE TO BE REMOVED k / x /�\ / / \ I� k� ( / /\ R2 EXISTING SITE WALL TO BE REMOVED _ R3 EXISTING PAVING TO BE REMOVED / �r��// / R-2 \\ / �h /' R4 EXISTING DECK TO BE RECONFIGURED AND REALIGNED I // sty / ' R5 EXISTING TREE TO BE REMOVED NEIGHBOR[ STRUCTUR / x EXISTING GARAGE / fig! REFER TO ARCH / �36.33/ / j,�4 �. .✓�� / �--_y / � �� /� 11 R-2 /// / \ ��' R 5 y/ / \ / / REFER TO ARCH -y ��}� } • / _ 937.08FFE f]RG / 928.90/i \ ,zs— �1 x/X� R 2 oRCE / B� FFE i — ; \ pt 1 J J NEIGHBORING °��j{�w/� STRUCTURE BRUN ER RESIDENCE _-,v-y� o I �0 BLUFF IMPACT ZO i— R-2 ��z,0 NH % 1 6 6 0 9 H O R S E S H O E C U R V E r) �� s"'-�� / / \C H A N H A S S E N M I N N E S O T A 5 5 3 1 7 orn� %1 NJ R-2 / \ s /_ __- The designs shown and described herein including all technical drawings, Ix _ — —° ° �' �`•�� / — , ' — /'� graphics and specifications thereof, are proprietary and cannot be copied, TrF duplicated or commercially exploited, in whole or in part, without the express '' 1, — — — °" / / „° fi ( written permission of Travis Van Liere Studio, LLC. These are available for � 7µ4- ' �4� \ limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. <� y t jU // k +� / k / / / F + — © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved. r` / i -Fri �\� l�'/r\ ,9,�. /' c� �� / �\ /-�,� ,fit '\I-- 41, { + > I herebycertifythat this Ian, specification, or report was prepared b me or under my direct supervision and that I am a duly Licensed Landscape wY� /' / — Architect under the laws of the State of Minnesota. !� ° /'// '/�'/ / �` / FA TRAVIS VAN LIERE ,�`1— i� 5 license no: 43728 / / / /� — — — — � � \ , ,� � / / l•� / / / / / � _-: � �, — date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION do - Rev # Description Date VARIANCE APPLICATION 12/18/2020 i — Drawing: LOTUS LAKE / `, EXISTING CONDITIONS AND O.H.W.: 896.30 =_- I REMOVALS PLAN _ Drawn By: DJ Date: 12/18/2020 L J Scale: 1" = 16, 0 8' 16' 32' N = Sheet: LO 1 1 O SCALE: finch =16 feet GENERAL NOTES 3 v 0 W U z a 0 z 0 O z w V) W Lu z z M M m O m a- O F- L) W 02 �Q a � J N O 0 o E N � N � N 12 N rn N ro a o $ � OVERLAY DIAGRAM '19x 12 -Z_q0 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND 4. I tA-TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES, 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. 0 KEYNOTES 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY- SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK EXISTING HARDCOVER EXISTING HOUSE 2,985 s.f. EXISTING DRIVEWAY 2,684 s.f. EXISTING PAVING 305 s.f. EXISTING WALLS 403 s.f. AREA OF PROPERTY 27,878 s.f. AREA EXISTING HARDCOVER 23% HARDCOVER / PROPERTY AREA RATIO ALLOWED BY 25% PROPOSED HARDCOVER s.f. PROPOSED AGGREGATE EDGING 178 s.f. AREA OF PROPERTY 27,878 s.f. PROPOSED HARDCOVER AREA 5,713 s.f. PROPOSED HARDCOVER 21% HARDCOVER / PROPERTY AREA RATIO ALLOWED BY 2°� nnnv 5 0 8' 32' SCALE:inch =16 f fee TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N M I N N E S O T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, govemement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1 /23/2018 NOTE: NOT FOR CONSTRUCTION Rev # I Description I Date Drawing: OVERLAY DIAGRAM Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet L011 SITE PLAN GENERAL NOTES TRAVIS VAN LIERE STUDIO - - 1. SEE SHEET L001 FOR GENERAL NOTES. L A j\f S CAPE A R C H I T E C T U R E 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. TRAFFIC FLOW 5-- 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, 211 1ST STREET NORTH, SUITE 350 --ems—�— AND IRRIGATION CONTRACTOR TO COORDINATE W/ MINNEAPOLIS, MN 55401 -s r�s-HORSESHOE CURVE PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND t 612 345 4275 \ \ \ 11 TYP �TRAFF�IC FLOW 4. (L§ TO SHEET L010, EXISTING CONDITIONS PLAN FOR \ 6' 13' 6' 1 / BOUNDARY INFORMATION. ALL CONSTRUCTION 2 2 STAKING MUST BE PERFORMED BY A REGISTERED LAND \ SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS `r '! - I �-�-• �I R6 0, / "�� / / ARE TO BE USED FOR ALL LAYOUT WORK. - OPE"Y L•�(�jE�T' / \ �' /' f' 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT <� r <, \ \ \ \ / _ _ \/ \\L� , - /' / /' DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND vvJ <� + J� w J+r ^ \ �, \' \10 FRONT YARD SETBACK % '/ ` / _ 1 ryP / / / / ' APPROVED BY LANDSCAPE ARCHITECT PRIOR TO � 1> \ / / / CONSTRUCTION. L� \ 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. / - - - - • -� \, /, \-;�� --r T/ �� KEYNOTES s"' EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT \ ' - - - 'I / / = - - f 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - �' e' `', ,C1 ° i �� ------ `� �LX>' \ i - - SAVE AND PROTECT \ .�_ w - - r ( \) - _ >e / �� - - - - 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, ``-°'I'� REPAIR ANY DAMAGED AREAS PER CITY STANDARDS — \ /- 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH ' l / �/ 4 - \ - 9 4 � - - /' PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK / ) -' ❑ SHEET NOTES R/ / /' 1. REPLACE CURB -CUT FOR EXISTING DRIVE APRON / / /' 2. INSTALL NEW CURB CUT FOR DRIVEWAY PER CITY 01 STANDARDS • ) <� �� \ '�12 - 3 3 + /' 3. SLOT DRAIN @ GARAGE THRESHOLD / 2EQ A N NEIGHBORI ' / / �9 \ ' / STRUCTUR I / I l 13 �ti „. -- �; °j5 LEGEND • / / - I / / / I x FYI <r�.�ri t• EXISTING TREE TO BE SAVED 37' t `�i // �� i 4° �� AND PROTECTED / 1 ----- - I DECID. CONIF. ORNM. � r / 000 PROPOSED NEW TREE E1CISTING GARAGE / REFER TO ARCH / 2 • /%\ DECID. CONIF. ORNM. \936.33 5 EQ I \ / / ® CONTOUR ELEVATION � � _ EXISTING CONTOURS / / r -� PROPOSED CONTOURS h ON i` / l g,_9�, y % 95, / / •r/ ( FLGN I EXI ' ✓ ° x 000.00 EXISTING SPOT ELEVATION / <� �j -- -$T.l \ POB POINT OF BEGINNING \ CL/ T REFER TO ARCH ° } + FFE T- / / PROPERTY LINE �J `12'_7" - - - -SETBACK Lu / w� _ 4' / ON -pN OHW ORDINARY HIGH WATER MARK ` EXISTING 926.90 II °° / 11 / I • PORCH / B4S FFE ° �I T` RAFFIC TRAFFIC FLOW ARROW AJ J NEIGHBORING FLOW j o STRUCTURE B R U N E R RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E II IIN_ DN s..o C H A N H A S S E N M IN N ES 0 T A 5 5 3 1 7 s8.... o° ° o..... 00000000aooa °°°°° °° ° ° %° d' / The designs shown and described herein including all technical drawings, i _.... o' ��° ^ �v < graphics and specifications proprietary t be copied, _ a cations thereof, areand cannot °�. °°°° duplicated or commercial) exploited, in whole or in art, without the express -oo- ° o° `��' �' ( 1 )TYP. P Y P P P _ 491 - 6' 11'-7"0 \/ written permission of Travis Van Liere Studio, LLC. These are available for nup \ limited review and evaluation by clients, consultants, contractors, °°ooml°00000000 govemement agencies, and vendors only in accordance with this notice. <`�c\ LfJ / , s I ` / k / k / r + / \ f /I /' / / /%\�\ } ? \ \ © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved. _ < r +J > I herebycertifythat this Ian, specification, or report was prepared b me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. _ TRAVIS VAN LIERE / °-� / / ' / / / / 5 - license no: 43728 Z /' /' date: 112312018 21 90/ // i ` !//' /PCK�\ -I��-k-_— -OHW NOTE: k �D _ — NOT FOR CONSTRUCTION Rev# Description Date VARIANCE APPLICATION 12/18/2020 4 Drawing LOTUS LAKE SITE PLAN O.H.W.: 896.30 I I Drawn By: DJ Date: 12/18/2020 Scale 1" = 16' 0 8' 16' 32' � Sheet. SCALE: 1 inch =16 feet L 101 GENERAL NOTES 3 aN w U Q 0 z 0 U Z W 0 w lil of W z m 0 m a 0 0 w W< CL � J O O x0 N a O p` U to � N � O � N d N y N rn �2a d a o� m n d N N GRADING AND DRAINAGE PLAN < -AIS j•> L J<' x NEIGHBORI STRUCTUR 2 TRAFFIC FLOW -(S--HORSESH EO CURVE \ ,� ^, TYP TRAFFIC FLOW )US CURB \ 7 � 952 99 ` 10' ONT YARD SETBACK ' 1, - 1 TVP' -�-- ' / as -\ t / / -4942 S / ® J-//✓ 4 90 1 .3 / 6.33+ / RIM 2 EXISTING GARAGE r �% REREFERTO33ARCH \ 93366 42% /m 36.92 9 6.33 TOS RIM g$Cyr50 / / / 935 00 T03.� 50 T0S / 935.- o 933. 1 _ ®�I - I 3.00 - �_ I �I sw/ gf418133� \ � � REFER TO ARCH -g4 �� }I + 937.08 / 2 4 FFE / 929.33 9 I,_7 926\' 1 I e l 1.50 92526 / ON EPDRCHG 926.90 ii 924. /DN_ / iA BII 1 RI I J NEIGHBORING STRUCTURE Or DN pI S 0 1 �.9�, DN DIN '� �R�(]�5 m 4 928.I�7 9zs_ / < /--L BIDS ) / " 924_922_ 9n 9� 918 ' 1 TVP. " �eeroN/�-�-- 1 ��i /1� 5\ P.E. 11 1 ri} ICY �•i /"" / x/ / J i + 017590 - � } ��• /��r ' "/ gem / / / / /iV/ / /// /� -905.25 - -1 - / 5 - -- ME LOTUS LAKE O.H.W.: 896.30 -_ L i 0 <+SI 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND 4. W914 TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. C) KEYNOTES 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK ❑ SHEET NOTES 1. 12" NDS CATCH BASIN 2. SLOT DRAIN 3. POP-UP EMITTER 4. DRAIN TILE, TYPICAL LEGEND I,, EXISTING TREE TO BE SAVED x AND PROTECTED �.v DECID. CONIF. ORNM. 000 PROPOSED NEW TREE DECID. COW ORNM. 0 0 NEW PERENNIAL/ANNUAL PERENNIAL GRASS ® CONTOUR ELEVATION k EXISTING CONTOURS PROPOSED CONTOURS x 000.00 EXISTING SPOT ELEVATION + XXXXXXJCXXXX(N^^^^^x�/gyp� PROPOSED SPOT ELEVATION X SLOPE-AT-SURFACE/DRAINAGE FLOW ARROW POB POINT OF BEGINNING •• PROPERTY LINE SETBACK - OHW - ORDINARY HIGH WATER MARK �TR�.A�FFIC TRAFFIC FLOW ARROW FLOW oN STAIR D POINT OF ENTRY AT BUILDING ee RD AD CATCH BASIN, ROOF DRAIN, OR AREA DRAIN - ii - DRAIN TILE 0 8' 6 f 32' MMIMSCALE: 1 M=Mincl fee TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R RES I D E N C E 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by dients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �q_ TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # I Descripfion Date VARIANCE APPLICATION 1 12/18/2020 Drawing: GRADING AND DRAINAGE PLAN Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet: L201 W�_R TRAFFIC FLOW _— ,��— W--� W----- s s_5_5_-5 W 3 5-=HORSESH CURVE- --_W TVP. TRAFFIC FLOW - --- c MWOUS CURB ` N� n 10' FRONT YARD SET)3ACT( —, / g — 1 {_— �w957 �� _Z PM 4k 13 1A- G T 1_ -_- b T C i 2 - / { i l �/ i \� _ m � L608 • V�J \\- NEIGHBORI STRUCTUR r14CFE GE /� EQ� — oN 36 REFER TO ARCH PM FFE 926.90 EXISTING ^^ PORCH Y.�II 9`s _y� QVE BFFE Q / J� NEIGHBORING A� I =L 1 �, STRUCTURE y CN DN _ _ DN J\/ I r/ — • / r x Y u / / / 41- C— <—+ � M\moo Lu — / o / w— — — — / - w gLJ W - F O - -i - dOr i / 1 4 Lu o� d a I / (LW s _ in J / N / / o,,,� LOTUS LAKE N o O.H.W.: 896.30 -_ d N N— � N �Ra LJ a � LANDSCAPE PLAN GENERAL NOTES 1. SEE SHEET 1-001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND 4. W14A TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. O KEYNOTES 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY- SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK ❑ SHEET NOTES 1. 4' MOWED PATH, TYPICAL LEGEND r x � EXISTING TREE TO BE SAVED < A AND PROTECTED DECID. CONIF. DRNM. 000 PROPOSED NEW TREE DECID. CONIF. ORNM. ® CONTOUR ELEVATION --q� , EXISTING CONTOURS PROPOSED CONTOURS X 000.00 EXISTING SPOT ELEVATION POB POINT OF BEGINNING — •• PROPERTY LINE - — — — — SETBACK — OHW — ORDINARY HIGH WATER MARK ,TRAFFIC TRAFFIC FLOW ARROW FLp oN W STAIR D POINT OF ENTRY AT BUILDING o PLANT SCHEDULE TREES KEY NAME QTY SIZE PM Pseudotsuga menzeisii 14 DOUGLAS FIR PERENNIALS KEY NAME QTY SIZE EO Equisetum 36 EA. #4 CONT. HORSETAIL TURF, GROUND COVERS, AND SEED MIXES HATCH I KEY I NAME QTY SIZE Gt NOW -MOW 21,810s.f. N/A FESCUE 0 8' 32' SCALE:inch =16 fee TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. —Clq— VAN LIERE license no: 43728 date: 1/23/2018 li!LH111:I NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 1 12/18/2020 Drawing. LANDSCAPE PLAN Drawn By. DJ Date: 12/18/2020 Scale: 1" = 16' Sheet. L401 TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 940' 0" 935' 0" 930' 0" 925' 0" 940' 0" FACE OF BUILDING DECK ABOVE - SEE ARCH. DWGS. DECKABOVE- SEE ARCH. DWGS. C.I.P. CONCRETE WALL 935' 0" C.I.P. CONCRETE WALL 933.50 `� 933.50 k T� T� �I Z933.00 iq N TOW WALL RETURNS BEYOND 931.00 II I I � BOW I 930 0" I I III I WALLRETURNS - BEYOND I I I I I I I FINISHED GRADE BEYOND FINISHED GRADE BEYOND I r -r--� L-----� 925' 0" L-----J �-T---------------T---J �-� I WALL 1 - NORTH FACING ELEVATION SCALE: 1/2" = V-0" WALL 1 - WEST FACING ELEVATION SCALE: 1/2" = V-0" 935' 0" 9y 33.50 TOW 93150 TOW 01931.00 FACE OF BUILDING DECK ABOVE - SEE ARCH. DWGS. C.I.P. CONCRETE WALL a 930 0 BOW WALL RETURNS BEYOND I FINISHED GRADE BEYOND I I I 925' 0" L-----J --T L--- - - - - -. L---- - - - - -J WALL 1 - SOUTH FACING ELEVATION SCALE: 1/2" = V-0" t 612 345 4275 BRUNER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, M IN N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved m I hereby certify that this plan, specification, or report was prepared by me or o under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. w U Z Q of TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 a 0 N L) U z w ti w NOT FOR CONSTRUCTION W Lu w Z m Rev # Description Date a VARIANCE APPLICATION 12/18/2020 O on 0 rn r U Q_ wa 0 O o:77 a� �o (n N J O N 0 Drawing: E WALL ELEVATIONS _z �o N LY O � U oa Drawn By. DJ Scaee: 12/18/20220 m o m Sheet: 16 N d N N U w W m 3 0 J w 0 or 0 0 z 0 0 Lu w z Z w 0 U) w W ix w z Z) W m 0 CO EL 0 of 0 L) U w 0 2 O a EL rn N J � o N O N a� 0 E o � w o y iu N V N N O L W 4N N N V � � C.I.P. CONCRETE WALL W/ 8" n SURFACING AS BOARD FORM FINISH ¢ SPECIFIED -SEE PLANS OUTSIDE EDGE OF HOUSE AND WINDOW I 4 CASING-V.I.F. ° -- ° WALL RETURN BEYOND Q0 O ° 000I0 uL� III —III \ 00°O ` OO°°O °° 0 00 'O o o° O � o> °O o� _ ,o O 00O° o° O 0O 000 0000 0°O0A°°r AGGREGATE 00 ' SURFACING In o O_ O O °0 0.0 i GEOFABRIC 6. O 00 °O ° C O `° O O g UNDERNEATH, TYP. 4 a °O 0 o o , °O io I o� O 0 00 o 0 0 000' 00 ° 000 ° C ° 0 O 929.33 °' 2"kMIN. 0e o"° 0 0 °Oo ° ° O° c C) o ° °0 co o 0° O 0 0 0\ rT �Oo o° V _"'� o O O o0°° OO oo°O 000° °Oco `�°O o0° oO V 0 o. "0 O ao�. O" 00 O Co 00 0, O o 0`' 00 O O°°O � o � oo O 0%O° oo O O" O° o; O O Oo 0 0 0 ° O° a 0 0 0 ° Oo i O ° o 0o 0 0 ° . 0° ° 0 0 .0. ° 0 0 O ,000 O00 °O �00 00°0 000 O°O 000 00°O 00 00 r--� O o O o O ° ° O ° o \I \III\ 0�' o OOo °° 00 00 ��, ° o I 0a 00,0 00 0o O P�, III —III III —III 0 00 �° o o° °O `° O o° 00 O O° III —III III=III III 00 0 00°OO 00 ° 0° O Oo 0`� °°° 00 0 0°°O` III —III V ' o ° O ° \° o 000 o ao 0 0 0;.0 0 0 °` V °`° ° `°o, °° o o 11 00 °O 0°' `�° O O� O O °O �V`�• v� \A III \_D° ° 0 00 °) O O 0 0 A. \ v, o°°O° o� o , o°��° l d INFILL SOILS, COMPACT j\ '� °O 00 ` 0L O O v O°° O o ° O PERENGINEER�`-/AAA\ �A-,° 0 0 0° ' °o i� REQUIREMENTS °1 a COMPACTED GRANULAR � 0 a 0T n 0 0 0 0 BACKFILL - WRAP W/ GEO-FABRIC A a \j \\ \\\�\\\\\\\\�\ GEOFABRIC. TYP. `A �V �V �V �\ 1'-3" 9" 4' C.I.P. CONC. WINDOW WELL SCALE: 3/4" = V-0" C.I.P. CONCRETE SURFACING W/ 6 x 6 W.W. MESH. EXPOSED FINISH. SEE PLANS FOR JOINTING. EXPANSION JOINTS AS NEEDED. TOP OF PAVIN ° ELEVATION VARIE ' a SNOW MELT SYSTEM, SEE MECH. DWGS. = 0 0 COMPACTED, CRUSHED 0 0 0 °0 0 O0 o .0 ° O o0 � 0 0 0 0 AGGREGATE BASE, 0 O �\ COMPACT T098%SPD 0 000 O 0 o000 O 0o 0 O° `1'\, EXTEND BASE BEYOND 00 000000 co 00° EXTENTS OF UNIT 0 ° O 0. O0 01 \ % ' 0 00 / PAVERS. 6" MIN. ° 0 O 00 3 0\V� R UNDISTURBED N \ \ SUBGRADE, AS RECOMMENDED BY GEOTECHNICAL 6"MIN.. \` /A ENGINEER. CONCRETE SURFACING @ LAWN SCALE: 1 1/2" = V-0" 933.50 . TOW BOW VARIES SEE PLANS �n a ° O O o° .0 0 0 0 00 0000 0° �✓ o O O 0 00J 0 O O'00 00O - O 0 O` 00 0°J ° O O° O �0 0° `� 0 °0 0 00 O O° i COMPACTED GRANULAR BACKFILL - WRAP W/ GEO-FABRIC CATCH BASIN. DRAIN TO DAYLIGHT. (VERIFY DAYLIGHT LOCATIONS IN FIELD) INFILL SOILS, COMPACT PER ENGINEER REQUIREMENTS GEOFABRIC, TYP. COMPACTED GRANULAR BACKFILL- WRAP W/ GEO-FABRIC #5 VERT @ 12" O.C. #5 HORZ @ 12" O.C. 4" DIA. CORRUGATED PVC DRAINTILE WITH SLEEVE. DRAIN TO DAYLIGHT. (VERIFY DAYLIGHT LOCATIONS IN FIELD) REINFORCED CONCRETE SPREAD FOOTING #4 @ 12" O.C. EA WAY, TOP AND BOTTOM COMPACTED OR UNDISTURBED SUBGRADE \\\ 6"MIN. ,4,\` , C.I.P. CONCRETE SURFACING VEGETATED AREA AS SPECIFIED. LOOSENED AND AMENDED PLANTING SOIL AS SPECIFIED. TOP OF PAVING. SURFACING BEYOND - SEE PLANS 5/461PE DECKING ON 1 TREAD AND RISER, TYP. 2x6 P.T. FRAMING, TYP. T.O.S. . SEE PE \ f r a SURFACING BEYOND o00 -SEE PLANS 00 _ BURY BELOW GRADE °oo ° °o°°o `l ,, ALUMINUM EDGING 00 00 °°a 00 ° O °° 0 00 ° O O COMPACTED CRUSHED 00 °0 0 �° °0 0 00 O o O o0° 00 O O° o00 00 0 Oo 0 O / CLASS 5 BASE. EO O ° 0° 0 O 0 o° ° 0 0 ° 0 0 o COMPACT TO 100% SPD 0000 O 0000 000 0 °O 0 o O o O o ° o 00 0 °°0' o 00 0 °00° o°° 00 0 ° 0 o°O° I— \ GEO-FABRIC 0 0 00 00 0 0 °o� UNDERNEATH, TYP. \1777 COMPACTED OR UNDISTURBED SUBGRADE \V\VVA�VVVA�VV�\VAS .A \�V� \V�\\\ , AS RECOMMENDED BY GEOTECHNICAL ENGINEER 91 1' Ci WOOD LANDSCAPE TREAD - SECTION, TYPICAL SCALE: 1 1/2" = V-0" 1/2" WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS 5/4x6 FIE DECKING, TYP. TYP. J o o° °0000° oo '- SLppE� r ` o 0o.00 00 \\\\!T0 oO O 0o 'X�� !0 va 8° O 00 -�°0 00 O°o o °00 Oo0 COMPACTED OR UNDISTURBED�V�/iA\\�\\/�\ SUBGRADE AS RECOMMENDED ALUMINUM EDGING �\ BY GEOTECHNICAL ENGINEER .. , / , // ELEVATION VARIES" — SNOW MELT SYSTEM, SEE MECH. DWGS. — COMPACTED, CRUSHED AGGREGATE BASE, COMPACT TO 98% SPD — GEOFABRIC TYP. — EXTEND BASE BEYOND EXTENTS OF UNIT PAVERS. 12" MIN. — COMPACTED OR UNDISTURBED SUBGRADE, AS RECOMMENDED BY GEOTECHNICAL ENGINEER. CONCRETE SURFACING @ PLANTING BED SCALE: 1 1/2" = V-0" DECK STAIRS - SECTION SCALE: 1 1/2" = V-0" 926.750 TOD 2x12 P.T. STAIR STRINGER, TYP. 5/461PE DECKING ON TREAD AND RISER, TYP. SURFACING BEYOND - SEE PLANS 924.42 . ,\ \ Bo COMPACTED CRUSHED CLASS 5 BASE - COMPACT TO 100% SPD GEO-FABRIC UNDERNEATH, TYP. 8" 1/2" PREMOLDED EXPANSION JOINT #3 SMOOTH BAR DOWELS 12" O.C. d a CAST IN PLACE CONCRETE AS ° SPECIFIED - SEE SURFACING PLAN FOR FINISH EXPANSION JOINT of 8 1/4" X 3/4" HAND TOOLED CONTROL JOINT. SEE LAYOUT PLAN FOR JOINTING. CAST IN PLACE CONCRETE AS SPECIFIED SEE SURFACING PLAN FOR FINISH. w CONTROL JOINT � � 1_„ 1/4" X 3/4" HAND TOOLED CONTROL 8 JOINT. SEE LAYOUT PLAN ON SHEET L5 FOR JOINTING. d CONSTRUCTION JOINT AS SPECIFIED a AND NEEDED. w CONSTRUCTION JOINT CAST IN PLACE CONCRETE AS SPECIFIED -SEE SURFACING PLAN FOR > FINISH. 11, 2 SILICONE JOINT W/ 21''0 BACKER ROD - 1/2" PREMOLDED EXPANSION JOINT. w SILICON EXPANSION JOINT CAST IN PLACE CONCRETE AS SPECIFIED - SEE SURFACING PLAN > FOR FINISH. CONCRETE JOINTING, TYPICAL SCALE: N/A WOOD STAIRCASE SECTION, TYPICAL SCALE: 1 1/2" = V-0" ALL JOINTS ARE TO BE SAW CUT UNLESS OTHERWISE NOTED. JOINTS SHALL BE STRAIGHT, CLEAN AND NEAT. STONE VENEER, SEE L102, L700 Pn ° TOP OF PAVING — c-------------- ELEVATION VARIES In ° C.I.P. CONCRETE SURFACING jet- W/#4 BAR @ 12"O.C. EW. SEE U ° O °° o Oo 0 0 0 °° ° O ° O PLANS FOR JOINTING. EXPANSION JOINTS AS .0 o0 000 o0 00 0 ° Oo O O 0 0 O 0 000 O 0 ° o NEEDED. O° C° 00 0.000 00 0.0 �0 O SNOW MELT SYSTEM, SEE MECH. DWGS. ° 0 0° O O 00 0 0o O O 00 COMPACTED, CRUSHED ° O O 00 ° O O O0 .0 AGGREGATE BASE, COMPACT TO 98% SPD GEOFABRC TYP. COMPACTED TED OR UNDISTURBED SUBGRADE, AS RECOMMENDED BY GEOTECHNICAL ENGINEER. \�\ CONCRETE SURFACING @DRIVEWAY AND AUTOCOURT SCALE: 1 1/2" = V-0" AGGREGATE SURFACING � TOP OF PAVING ELEVATION VARIES GEOFABRIC UNDERNEATH, TYP. \ °° 00 0 -.00 000 00 0 ° °0° o°° e o 00° o COMPACTED OR UNDISTURBED �o 'o O 0 P0 00 00.. 0 O"" SUBGRADE AS RECOMMENDED BY O 00 00 O 00 00 80 O 0 g0 O 0. GEOTECHNICAL ENGINEER 0 0. 00 o 00°O o o0°O o Oo 0° oo 0 0°o O° 00 O oo O° 00 0 p 000 00 " 0000 00 oo00 00 AGGREGATE SURFACING, TYPICAL SCALE: 1 1/2" = V-0" TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE ORTH, SUITE 350 POLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O IRS E S H O E C U R V E C H A N H A SS E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. _q_V — TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # I Description I Date VARIANCE APPLICATION 1 12/18/2020 Drawing. WALL, STAIR, AND SURFACING DETAILS Drawn By: DJ Date: 12118/2020 Scale: 1" =16' Sheet: L601 PLAN 50 CM (19.7") TOP OF SLOPE FOLD OVER TOP OF SLOPE AND ANCHOR FACE OF SLOPE SLOPETAME SPECIFICATIONS UNITS UNIT SIZE -5p�;MX50CMX2.5CM (20" X 20" X P4 AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 558 GRAMS (19 OZ.) OR 2.2 KG (4.8 POUNDS) STRENGTH -402 KG/CM (5720 PSI)2 COLOR - BLACK(STANDARD) RESIN - 95% POST -CONSUMER RECYCLED HDPE/LDPE FABRIC WEIGHT - 2.25 OZ./SY(76.3 GMIM )22 TENSILE - 65 x 40 LB/FT (585 KG/M ) SLOPETAME2 CROSS -BRACING SLOPETAME2 UNITS SLOPETAME2 FABRIC 2.5 CM t'�_�a ryy/J d N a- 15 CM r AANCHOR PIN TYPICAL ANCHOR PIN SLOPE CROSS SECTION FOR REFERENCE ONLY -SEE MANUFACTURER'S FULL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS TYPICAL SLOPETAME2 ASSEMBLY AND ANCHORAGE (FOR REFERENCE ONLY; SCALE: NTS - DECK FRAMING ABOVE - WRAP W/ GEOFABRIC - 9" NDS GRATE, GALV. STEEL GRATE - 1/2" WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS 925.75 RIM NDS 9" SQUARE CATCH BASIN - USE RISERS IF REQUIRED - NDS UNIVERSAL OUTLET DRAIN PIPE, CONNECT TO SITE DRAINAGE SYSTEM INVERT ELEVATION GEOFABRIC, TYP. GRANULAR FILL, TYP. START AT TOP OF SLOPE WITH HOLES IN UPPER RIGHT PLACE ROLLS GOING DOWN THE SLOPE WITH CROSS -BRACING RUNNING ACROSS THE SLOPE Invisible Structures, Inc. 1600 Jackson St., Suite 310 Golden, Colorado 80401 800-233-1510 OR 303-233-8383 FAX'. 303-233-8282 rev. 0a104 -ACE OF HOUSE T. 2x6 LEDGER BOARD :ONNECTION @ HOUSE NDS GRATE, GALV. STEEL )RATE ''(t) IPE DECKING, TYP. 12675 RIM (2) P.T. 2x6 BEAM, TYP. NDS 9" SQUARE CATCH BASIN - USE RISERS AS REQUIRED 1/2" WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS NDS UNIVERSAL OUTLET DRAIN PIPE, CONNECT TO SITE DRAINAGE SYSTEM INVERT ELEVATION GEOFABRIC, TYP. GRANULAR FILL, TYP. HOUSE FOUNDATION BEYOND-V.I.F. THICK MONOLITHIC 12" AIR, TYP. OF CANISTER SHALL BE EQ' Q' LUSH WITH FINISHED GRADE. SEE MANF. SPECS. SD 0 0 0 io � / , ; SLEEVE LIGHTS INTO PVC BASE 00 FLEXIBLE CONDUIT TO LIGHT CANISTER � Oo `� ,000 00 *4- 000 0 00 ��0 UPLIGHT IN MONOLITHIC STAIR SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" w °v V 0 °o I�00 O Do 0 0 Oo Oo ° °0 0 00 °( III—P0 0 0 0 0 000 o �00 ()0 00 III=III I I I� I I I� I 11- IIIIII—III—Rr_511 III —III IIII � I —I � II I I CTED CRUSHED 5 BASE. COMPACT /o SPD. BOLLARD LIGHT, SEE L103 BOLLARD FLANGE MOUNT TO CONCRETE PIER, SEE MANUFACTURER'S SPECIFICATIONS. SURFACING BEYOND, SEE L401 FLEXIBLE CONDUIT TO LIGHT FIXTURE. NDS POLYOLEFIN POP-UP DRAINAGE EMITTER- OR APPROVED EQ. SURFACING AS SPECIFIED - SEE PLANS COMPACTED TOPSOIL NDS 1/4 BEND SEWER DRAIN ELBOW -OR APPROVED EQ, DRAIN TILE, TYP. 1 LEACH HOLE GRANULAR FILL WHERE APPLICABLE UNDISTURBED SUBGRADE ry UP LIGHT. SEE MANUFACTURER'S SPECIFICATIONS. SURFACING AS SPECIFIED, SEE PLANS TOP OF SURFACING, ELEVATION VARIESa FLEXIBLE CONDUIT UPLIGHT IN PLANTING AREAS SCALE: 1 1/2" = V-0" COVER TOP OF CATCH BASIN WITH 2" OF 2-3" DIA BLACK MEXICAN BEACH PEBBLES GEO FABRIC, TYP. NDS GALV. STEEL GRATE, SEE L700 NDS RISER IF REQUIRED RIM ELEV� VARIES, SEE L20"I" NDS 12" OR 18" SQUARE CATCH BASIN AS SPECIFIED NDS UNIVERSAL OUTLET INVERT ELEVATION GRANULAR FILL GEO FABRIC, TYP. SQUARE CATCH BASIN IN PLANTING AREA SCALE: 1 1/2" = V-0" $„ - _ CAULK JOINT GARAGE DOOR ARCH. ARCH. DWGS. I I ---7-- In GARAGE THRESHOLD - a V.I.F. ' II 5" THICK CONCRETE BRICKSLOT 100 SST. SURFACING W/ SLOT DRAIN BY ACO - SNOW -MET SYSTEM OR APPROVED EQ. VERIFY DIMS. ° PER MAFR. ° ° -a f ° ° SPECS. $ o °Co 00° ° o 0 0 O 0° ° ° 4 ` EXPANSION JOINT '0 o O 0. ° a < O ° ° C.I.P. CONCRETE Oo 0 00 0 SURROUND W/ (4) 0° 00 O O° ° ° °°o ° #4 BARS '0 0 00 ° ^, ° o Oo ° 0 0 0 ° 000 ° , COMPACTED ° a CRUSHED AGG. ° ° 0 O O° ° 0 0 ° 0 ° ° BASE, COMPACT 0 0 0 00O ° TO 98% SPD ° O �O ° �O GEOFABRIC O r7 77 T s I COMPACTED OR —_III_III_—III-I UNDISTURBED 111 VERIFY DIMS. PER MAFR. SPECS. ' SUBGRADE SLOT DRAIN @ GARAGE THRESHOLD TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O IRS E S H O E C U R V E C H A N H A S S E N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, L-C. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # Description Date Drawing: DRAINAGE AND LIGHTING DETAILS Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet: L6 0 SQUARE CATCH BASIN BENEATH DECK SCALE: 1 1/2" = 1'-0" SQAURE CATCH BASIN IN DECK SCALE: 1 1/2" = V-0" POP-UP EMITTER SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-0" FACE OF HOUSE, TYP. - V.I.F. P.T. 2x6 LEDGER BOARD CONNECTION @ HOUSE, TYP. P.T. 2x6 RIM JOIST, TYP. (2) P.T. 2x6 BEAM, TYP. CATCH BASIN BEYOND, TYP. - CONNECT TO SITE DRAINAGE SYSTEM AND DRAIN TO DAYLIGHT HELICAL PIER FOOTING BEYOND, TYP. P.T. 2x6 RIM JOIST, TYP VZ6.1/ BOS DECK - FOOTING AND FRAMING PLAN SCALE: 1/4" = V-0" FACE OF HOUSE, TYP. - V.I. f DECK FRAME BEYOND, TY HELICAL PIER FOOTIh BEYOND, TY 5/46 IPE DECKING, TY 5/4x6 IPE SKIRT BOARD C ALL EXPOSED EDGE DECK - SURFACING PLAN SCALE: 1/4" = V-0" N1 FACE OF HOUSE P.T. 2x6 LEDGER BOARD CONNECTION @ HOUSE JOIST HANGER, TYP. I I _ L _ HOUSE FOUNDATION ( q BEYOND-V.I.F l� i # 4'-9" O.C. 55'-5" 55'-8" 55'-10" (2) P.T. 2x6 BEAM, TYP. P.T. 2x6 JOIST, TYP. " JOIST HANGER, TYP. FACE OF HOUSE 5/46 IPE DECKING, TYP. (2) P.T. 1x6 RIM JOIST 5'-3" 5/46 IPE SKIRT BOARD P.T. 2x6 LEDGER BOARD ON ALL EXPOSED EDGES CONNECTION @ HOUSE 926.75 OTOT D 926.17A 0 f, _ `FINISHEDGRADE AS - -- ________ SPECIFIED - SEE PLANS COMMERCIAL r - -' �� HOUSE FOUNDATION LANDSCAPE EDGING BEYOND- V.I.F. I L 1/2" WASHED DRESSER L TRAP ROCK BENEATH DECK EXTENTS i GEOFABRIC, TYP. COMPACTED OR 5' 6" O.C. UNDISTURBED SUBGRADE, AS SPEC'D. BY GEOTECHNICAL ENG. HELICAL PIER FOOTING, TYP. - SIZE AND DEPTH AS SPEC'D. BY GEOTECHNICAL ENG. CATCH BASIN - CONNECT TO SITE DRAINAGE SYSTEM AND DRAIN TO DAYLIGHT +926.17 BOS w v N TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRU N ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINN ESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 5/461PE DECKING, TYP. P.T. 2x6 JOIST, TYP. (2) P.T. 2x6 BEAM, TYP. TRAVIS VAN L I E R E license no: 43728 12' JOIST HANGER, TYP. date: 1/23/2018 8" (2) P.T. 1x6 RIM JOIST 11, 4 Gam' TYP. F2„ , TYP. 5/4x6 IPE SKIRT BOARD I" Z' ON ALL EXPOSED EDGES 926,75 . OTOT 926.17,. NOT FOR CONSTRUCTION _ �C "`s v FINISHED GRADE AS 7 _ _ _ _ , SPECIFIED - SEEPLANS /'/ X /i''% / '/ /y� �� y � � COMMERCIAL Rev # Description Date 8 L602 �/A ��j/��j/, - LANDSCAPE EDGING VARIANCE APPLICATION 12/18/2020 �1/2"WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS X/j/ X/� V�X A�Vx��V GEOFABRIC, TYP. 5'-6" O.C. COMPACTED OR UNDISTURBED SUBGRADE, AS SPEC'D. BY GEOTECHNICAL ENG. Drawing: HELICAL IZEANDDEPTH, SITE ELEMENT DETAILS TYP. -SIZE AND DEPTH AS SPEC'D. BY GEOTECHNICAL ENG. CATCH BASIN - CONNECT TO SITE Drawn By: DJ DRAINAGE SYSTEM AND Date: 12/18/2020 DRAIN TO DAYLIGHT Scale: 1" = 16' DECK - SECTION A -A SCALE: 3/4" = V-1)" DECK - SECTION B-B SCALE: 3/4" = V-0" Sheet: L603 Y 3 J W U z Z z 0 r� 0 N w U z LU CO W LU w Z ZD X O Co a CO H U 2 wa 0� Of d � J O N x a d E o E s> dz U O N Y U O N N 3 N Q N r 0 .a � N C j 'moo ai m 4t m G REFER TO PLANTING PLANS FOR QUANTITY AND SIZE WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALKTHROUGH ROOT BALL. REMOVE ALL WIRE. SCORE ROOT BALL AND PULL BACK TOP 3 OF BURLAP AND TWINE SHREDDED HARDWOOD MULCH. @ 3" DEPTH. APPROVED PLANTING SOIL MIX AS SPECIFIED 4" TOPSOIL MIN, FINE GRADE AND SOD A PREPARED OR UNDISTURBED SUBGRADE DECIDUOUS BALL AND BURLAP TREE PLANTING, TYPICAL SCALE: 1 " = 1'-0" • •M�'� r�> iAft Ai NOTES. 1. ALL BARE ROOT PLANTINGS TO FOLLOW NURSERY BEST PRACTICE STANDARDS 2. SOAK ROOTS IN WATER FOR LEAST ONE HOUR BUT NOT MORE THAN 24 HOURS PRIOR TO PLANTING. 3. SCARIFY ROOTS AND THE BOTTOM OF THE HOLE. 4. APPLY CORRECTIVE PRUNING OF BRANCHES AND ROOTS IF NECESSARY. 5. TRANSFER PLANT DIRECTLY FROM WATER TO HOLE. SET PLANT SO ROOT FLARE IS AT THE FINISHED SOIL ELEVATION. 6. WATER THOUROUGHLY WITHIN 2 HOURS TO - SETTLE PLANTS AND FILL VOIDS 7. BACKFILL VOIDS AND WATER A SECOND TIME 8. PLACE MULCH WITHIN 4 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 9, REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. REFER TO PLANTING PLANS FOR QUANTITY AND SIZE WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALKTHROUGH ROOT BALL. REMOVE ALL WIRE. SCORE ROOT BALL AND PULL BACK TOP 3 OF BURLAP AND TWINE SHREDDED HARDWOOD MULCH. @ 3" DEPTH. tt�llll!i�1tIi�I�r�I;Ill1 i (,�4� 1�11�'( Ill 01 � � • •' �i11111 111,�i�Vtil'0�'ii�`Pr • ro.N�� :. 'LANTING PLANS ITY AND SIZE REES DURING FATION AND UT TION - REMOVE N AFTER TREE HAS FED REMOVE ALL tE ROOT BALL AND TOP 3 OF BURLAP SHREDDED HARDWOOD MULCH @ 3" DEPTH. APPROVED PLANTING SOIL MIX AS SPECIFIED 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR UNDISTURBED SUBGRADE CONIFEROUS BALL AND BURLAP TREE PLANTING, TYPICAL SCALE: 1 " = V-0" SHRUB PLANTING, TYPICAL SCALE: 1 " = V-0" PI ANTINC;S nN qI nPF REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. REFER TO PLANTING PLANS FOR ADDITIONAL TREE INFORMATION WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALK THROUGH 3" SHREDDED HARDWOOD MULCH COVER, PLANTING, TURF OR APPROVED EQUAL. VERIFY W/ LANDSCAPE ARCHITECT FINAL MULCHING REQUIREMENTS 4" HIGH WATERING RING. DIAMETER TO MATCH ROOT BALL AREA - FOR CONSTR. PHASE ONLY, REMOVE MULCH RINGS PRIOR TO FINAL WALK THRU 4" TOPSOIL MIN, FINE / GRADE AND SOD PREPARED OR UNDISTURBED y III —III SUBGRADE SUBGRADE- SCARIFY WALLS OF TREE PIT TO ENSURE GOOD WATERING PERCOLATION DECIDUOUS SPAYED TREE PLANTING, TYPICAL SCALE: 1 " = V-0" VARIES PROPOSED PLANTING BED, REFER TO PLANTING AREAS. DRESS BED WITH 3" OF FINELY SHREDDED HARDWOOD MULCH z \ -III I -III III -I I III EPLANTING II SOIL MIX UNDISTURBED SUBGRADE REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. GARDEN PLANTINGS, TYPICAL SCALE: 1 " = V-0" REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. 11111111 REFER TO PLANTING PLANS FOR QUANTITY AND SIZE PROTECT TREES DURING TRANSPORTATION AND THROUGHOUT CONSTRUCTION -REMOVE PROTECTION AFTER TREE HAS BEEN PLANTED 3" SHREDDED HARDWOOD MULCH COVER, PLANTING, TURF OR APPROVED EQUAL. VERIFY W/ LANDSCAPE ARCHITECT FINAL MULCHING REQUIREMENTS If,i 4" HIGH WATERING RING, DIAMETER TO MATCH ROOT BALL AREA - FOR CONSTR. PHASE ONLY, REMOVE MULCH RINGS PRIOR TO FINAL WALK THRU CONIFEROUS SPAYED TREE PLANTING, TYPICAL SCALE: 1 " = V-0" J��dtic I g�7 R Ty • EEC •"r P0114TY ElrE OF Pi 4VIFINS,. D AS SHOWN, SEE L401 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR UNDISTURBED SUBGRADE SUBGRADE- SCARIFY WALLS OF TREE PIT TO ENSURE GOOD WATERING PERCOLATION NOTES: 1. D = TYPICAL ON CENTER (O.C.) SPACING AS INDICATED IN THE PLANTING SCHEDULE 2. REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. PLANT MATERIAL, SEE SHEET L401 MULCH AS SPECIFIED PLANTING SOIL MIX PREPARED OR UNDISTURBED SUBGRADE GROUNDCOVER PLANTINGS, TYPICAL SCALE: 1 " = 1'-0" TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRU N ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, M IN N E S 0 TA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �q' TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # !, Description Date Drawing: PLANTING DETAILS Drawn By: DJ Date: 12/18/2020 Scale: NITS Sheet: L607 SCALE: 1" = 1'-0" 1 " = 1'-0" 3 m 0 m w U z a L6 z z 0 3 0 LU w U Z W 0 rn w Lu w z co m_ X m a 0 of 0 En U � w a O a �o J O x a `m n o E o> d o d z N O N YY' O � C N � N � N � N C m C L > o� t3 T N U v= � — WIRE MESH REINFORCEMENT, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, PER MNDOT SPEC. SECTION 3886 B1. SILT FENCE FABRIC METAL (OR WOOD) POST OR STAKE DIRECTION OF RUNOFF FLOW Ij MIN NATURAL SOIL FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL NOTE: SILT FENCE SHALL FOLLOW MNDOT SPEC. SECTION 3886. FIGURE 1: TYPICAL INSTALLATION FOR SILT FENCE TABLE 1: MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE DESIGN RECOMMENDATIONS 1. SILT FENCES SHOULD BE INSTALLED ON THE CONTOUR (AS OPPOSED TO UP AND DOWN A HILL) AND CONSTRUCTED SO THAT FLOW CANNOT BYPASS THE ENDS. 2. ENSURETHATTHE DRAINAGE AREA IS NO GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 3. MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM RUNOFF. 4. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE SILT FENCE, ENSURE THAT THE MAXIMUM SLOPE LENGTH BEHIND THE FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLE BY CALCULATION BY CALCULATION BY ACCEPTED DESIGN PRACTICES SLOPE (H:V) % SILT FENCE STORAGE EQUALS 2 FT FOR A 100-YEAR EVENT SILT FENCE STORAGE EQUALS 2 FT FORA 2-YEAR EVENT 3 FT FORA 100-YEAR EVENT MAXIMUM SLOPE LENGTH 100:1 1 % 400 FT 900 FT 100 FT 50:1 2% 200 FT 450 FT 75 FT 25:1 4% 100 FT 225 FT 75 FT 20:1 5% 80 FT 180 FT 75-50 17:1 6% 67 FT 150 FT 50 FT 12.5:1 8% 50 FT 112 FT 50 FT 10:1 10% 40 FT 90 FT 50-25 FT 5:1 20% 20 FT 45 IFT 25-15 FT 4:1 25% 16 FT 36 FT 15 FT 3:1 33% 12 FT 27 FT 15 FT 2:1 50% 8 FT 18 FT 15 FT } 6' MAX � NOTES r � PLAN VIEW INE EXTEND MATERIAL ABOUT 40" ON TOP OF THE GROUND AND RANDOMLY INSERT STAPLES \ / THROUGH THE MATERIAL j ABOUT 20" APART �c U' / 2 STAPLES AT T O.C. / \ STAPLES MUST BE / INSERTED THROUGH OVERLAP MATERIAL TRANSVERSE SEAMS: BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM\ SPACING OF 20" APART LONGITUDINAL SEAMS: / BLANKET MATERIAL MUST OVERLAP / AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 40" APART AT END OF SLOPE SECURE BLANKET MATERIAL BY INSERTINGSTAPLES ABOUT 20" APART THROUGH THE FABRIC NOTES: 1. EROSION CONTROL BLANKET TO BE CATEGORY 4-COCONUT 2S FOR SLOPES GREATER THAN 5:1 AND SIDES AND BOTTOM OF ALL DRAINAGE SWALES AND PONDING AREAS AND CATEGORY 2STRAW 2S FOR ALL SLOPES LESS THAN 5:1 PER MNDOT SPEC. SECTION 3885. 2. INSTALL PER MNDOT SPEC. SECTION 2575 3MINIMUM V IDEAL FROM DRIPLINE 1. ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 2. TREE PROTECTION FENCING SHALL CONSIST OF TEMPORARY METAL WIRE CHAIN LINK MESH FENCING OR APPROVED EQUAL. 3. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 4. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS. /F 1. BEFORE INSTALLATION APPLY TOPSOIL, FERTILIZER AND SEED TO SURFACE. 2. BEGIN AT THE TOP OF THE CHANNEL, INSTALL MATS BY ANCHORING IN A 6" DEEP BY 6" WIDE TRENCH WITH APPROXIMATELY 12" OF MAT EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MAT BACK OVER SEED AND SOIL. SECURE MATS WITH A WITH A ROW OF STAPLES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATS. 3. ROLL CENTER MATS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. 4. PLACE CONSECUTIVE AND ADJACENT MATS END OVER END (SHINGLE STYLE) WITH A MINIMUM 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE OVERLAPPED MATS. 5. FULL LENGTH EDGE OF MATS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 6. THE TERMINAL END OF MATS MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 7. BACKFILL AND SEED AFTER STAPLING. 8. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION. ---------- ------------ q---------- T T-- i yY �1 r _ i SOIL L_- ____-_ - __-__- -__-I INSTALL SHREDDED HARDWOOD MULCH (MNDOT TYPE 6). EQUIVALENT MATERIAL MAY BE SUBSTITUTED AT THE DISCRETION COIR LOG 6"-7" MINIMUM DIAMETER OF THE ENGINEER. 0 00 STAKE DRIVEN THROUGH LOG MESH i TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUNER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, govemement agencies, and vendors only in accordance with this notice. © Copyright 2020Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �_q_ TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 ROOT PRUNING LIMITS NOT FOR CONSTROCTION Rev # I Description I Date VARIANCE APPLICATION I 12/18/202n PRUNING CUT, TYP., PER ARBORIST RECOMMENDATION! Drawing: EROSION CONTROL DETAILS Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet: L609 ec ac�a I -o-7q Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alina Sch%cartz Shana N. Conklin James J. Monge, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Benjamin J. Colburn Jared D.Shepherd Thomas J. Campbell* Roger N. Knutson* *Retired Grand Oak Office Center I 860 Blue Gentian Road Suite ?90 Fagan, Minnesota ii121 Main: 631-4i2-i000 Fax: 6 i 1-2 34-62 3 ti�,cc�.ck-law.rnm CAMPBELL KNUTSON August 30, 2021 Ms. Jean Steckling Cite of Chanhassen 7760 Market Boulevard P.O. BOX 147 Chanhassen. MN 55317 Re: .Miscellaneous Recordings Dear Ms. Steckling: Please find enclosed the following documents that have been recorded with Carver Countv: 1. Interim Use Permit #2021-13 recorded August 26. 2021 as Document No. A731731; 2. Resolution 2021-36 recorded August 5. 2021 as Document No. A730258; 3. Interim Use Permit #2-21-02 recorded August 5. 2021 as Document No. A730255: 4. Variance 2021-07A recorded August 4, 2021 as Document No. T220590: and 5. Variance 202 1 -10 recorded August 6.2021 as Document No. A730353. Thank you. Very truly yours. CAMPBELL KNi:TSON' Professional Assoc' on Jea son. Legal Assistant imo Enclosures SCANNED CITY OF CHANHASSEN RECEIVED SEP 0 3 20 CHANHASSEN PLANNING DEPT 217591, 1 ,� 1 (,3-7 - t74 Document Number: T220590 Cert # 39752.0 Filed and/or Recorded on Aug 4, 2021 2:18 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, Registrar of Titles Deputy CS Document Recording Fees $ 46.00 ----------------------------------------------------------- Document Total $ 46.00 Requesting Party: City of Chanhassen Pages: 2 CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2021-07A 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen Board of Appeals and Adjustments approves a 20-foot bluff impact zone and 30-foot bluff setback variance for the construction of a deck and a bluff impact zone and bluff setback variance for the construction of retaining walls within the bluff. 2. ProiDerty. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lot 1, Block 1, Alicia Heights. 3. Conditions. The variance approval is subject to the following conditions: 1. A building permit must be obtained before beginning any construction. 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code; additional comments or requirements may be required after plan review. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. The applicant shall install tree protection fencing at the furthest point from the trunk as possible around all trees within the grading limits. 5. The applicant shall file for an Encroachment Agreement with the city for any encroachments within public drainage and utility easements. 6. The at -grade deck may not cross the top of the bluff as shown on the plans dated June 4, 2021. 7. The improvements must substantially conform to the plans dated June 4, 2021, save that the depicted equipment pad and associated retaining wall may not encroach into the bluff setback and impact zone beyond the encroachment of the existing equipment pad and retaining wall. 8. All conditions and provisions of Variance 2021-07 referring to the property's water - oriented accessory structure shall be met. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: July 6, 2021 (ss. COUNTY OF CARVER CITY OF CHANHASSEN BY: Ryan, Mayor AND: wuf i 40�&� Laurie Hokkanen, City Manager The foregoing instrument was acknowledged before me this [D d y o V , 2021 by Elise Ryan, Mayor, and Heather Johnston, Interim City Manager, of the City Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-I100 t OTAR)PUBLIC OKIM T. MEUWISSEN lip �Pubfic-MinnesWta MIon Expka Jm 31, 2025 gAp1an12021 planning aaea\21-07a 6609 horseshoe cww j* 6 variance reWttivariance document 21-07a.doc 2 setback and impact zone beyond the encroachment of the existing equipment pad and retaining wall. 8. All conditions and provisions of Variance 2021-07 referring to the property's water - oriented accessory structure shall be met. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: July 6, 2021 (SEAL) �%<' '':• t cn- fig fn n STATE OF MINNESOTA CITY OF CHANHASSEN BY: Ryan, Mayor AND: Wk,+144*Mqy-\ Laurie Hokkanen, City Manager (ss. COUNTY OF CARVER ) / i The foregoing instrument was acknowledged before me this ( day o f 2021 by Elise Ryan, Mayor, and Heather Johnston, Interim City Manager, of the City Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 OTARPUBLIC ( `� KIM T. MEUWISSEN ( Notary Public -Minnesota my carom: M Expires Jen 31, 2025 g. plan 2021 planning cases',21-07a 6609 horseshoe cunejuh 6 vanance request\vanance document 21-073.doc 2 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2021-07 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July 6, 2021 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 variances to construct a deck, retaining wall, and air conditioning pad within the bluff setback and bluff impact zone at 6609 Horseshoe Curve. This request is an expansion of variances issued earlier this year in Planning Case 2021-07. Zoned Single -Family Residential (RSF). Applicant: Elise Bruner / Property Owner: Brian Bruner. A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2021-07 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. MacKenzie Young -Walters Associate Planner Email: mwalters(-,ci.chanhassen.mn.us Phone: 952-227-1132 (Publish in the Chanhassen Villager on June 24, 2021) gAplan\2021 planning cases\21-07 6609 horseshoe curve\july 6 - variance request\ph notice to villager - 070621 - 6609 horseshoe cv.docx COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1130 / Fax: (952) 227-1110 Agency Review Request Date: June 14. 2021 Contact: MacKenzie Young -Walters Associate Planner Planning Commission Date: July 6, 2021 at 7:00 p.m. AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Agency Review Response Deadline: June 24, 2021 Contact Phone: 952-227-1132 City Council Date: Julv 26, 2021 at 7:00 p.m. CITY OF CHMNSEN Date Application Filed: June 4, 2021 Contact Email: mwalters@ci.chanhassen.mn.us 60-Day Review Period Deadline: August 3, 2021 Application: Request for variances to construct a deck, retaining wall, and air conditioning pad within the bluff setback and bluff impact zone at 6609 Horseshoe Curve. This request is an expansion of variances previously issued earlier this year in Planning Case 2021-07. Zoned Single -Family Residential (RSF). Applicant: Elise Bruner / Property Owner: Brian Bruner Planning Case: 2021-07 1 Web Page: www.ci.chanhassen.mn.us/2021-07 (click on July 6 - Variance Request) In order for staff to provide a complete analysis of issues for Planning Commission and City Council review. we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation. existing and proposed future utility services, stormwater drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements. and utilities. Where specific needs or problems exist. we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities ❑ Attorney ❑ Army Corps of Engineers ❑ Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineering ❑ Jackson Township ® Fire Watershed Districts: ❑ Minnetonka ® ® Forester Park Director ❑ Carver County WMO El ElVictoria Shorewood ® Water Resources ❑ Lower MN River Law Enforcement El❑ MieCreek Adjacent Counties: ® Riley -Purgatory -Bluff Creek Riley -Pura Carver County Agencies: ❑ ❑ HennepinUtilities: Scott ❑ ❑ Community Development Engineer ❑ Cable TV — Mediacom School Districts: ❑ Environmental Services ❑ Electric —Minnesota Valley ❑ Historical Society ❑ Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ❑ Soil &Water Conservation District ❑ Natural Gas — CenterPoint Energy ❑ Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources ❑ Authority MN Landscape Arboretum ❑ ❑ Health Historical Society ❑ SouthWest Transit ❑ TC&W Railroad ❑ Natural Resources -Forestry ® Natural Resources -Hydrology ❑ Pollution Control SCANNEp ❑ Transportation CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 06/07/2021 10:53 AM Receipt No. 00474011 CLERK: kimh PAYEE: Travis Van Liere Studio 211 North 1st Street #350 Minneapolis MN 55401- 6609 Horseshoe Curve PC No 2021-07 ------------------------------------------------------- --Use & Variance 200.00 - Sign Rent 200.00 -Recording Fees 50.00 - GIS List 96.00 Overpayment -Refund 12.00 Total Cash Check 3504 Change SCANNED 558.00 0.00 558.00 0.00 6609 Horseshoe Curve VAR (July 6, 2021) - PC File No. 2021-07 (MYW) $0.00 Consolidate Lots $0.00 Lot Line Adjustment $0.00 Subdivision ($600 + $15 per lot) $0.00 Final Plat $0.00 Vacation $96.00 Property Owners List ($3.00 x 32) $200.00 Variance $0.00 Rezoning $200.00 Notification Sign $0.00 Deeds $50.00 Attorney's Fees $0.00 Recording Fees $546.00 TOTAL $558.00 Ck #3504 from Travis Van Liere Studio LLC -$12.00 Balance Owed $0.00 Adjustment SCANNED COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 0. Market Boulevard CITY OF CHMIRSSEN Mailing Address — P O. Box 147, Chanhassen, MN 55317 Phone. (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Dale: 1 0 PC Date: �f CC Dale: 1� °:1-1 60-Day Review Dateg 131 a Section.. • •apply) (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...... ..... _.............. I....... $500 ❑ Sign Plan Review ................................................ $150 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts' ...................... $500 Plus $10 per 1.000 square feet of building area: l _ thousand square feet) Include number of existing employees. Include number of new employees: ❑ 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 i2 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 L— addresses) ❑� Escrow for Recording Documents (check all that apply)....................................................................... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation 2 Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements( easements) ❑ Deeds TOTAL FEE: Section 2: Required Information Description of Proposal: REVISION: BLUFF ENCROACHMENT AREA VARIANCE Property Address or Location _ 6609 HORSESHO ECURVE, CHANHASSEN, MN 55317 Parcel #: 250550010 Legal Description: _ Sotal Acreage 0.64 Wetlands Present? Present Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Select One Existing Use of Property: RESIDENTIAL 7 Check box if separate narrative is attached. RESIDENTIAL ❑ Yes ❑ No Requested Zoning: Select One Requested Land Use Designatio&190I9Ft9MNHASSFN RECEIVED JUN 0 4 2021 SCANNED CHANHASSEN PLANNING DEPT Section 3: Property Owner and Applicant Information 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: is E 13RUNE9 Address: Contact: Phone: City/State/Zip: Cell: 95 Z- 717 - ZE /9 Email: e bry n e r a b ry lu 0 ✓ Cam^ 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: d R I AN BR OVER- Contact. Address: City/State/Zip: Phone. Cell: (O/2- - zos- Sy9 N Email: ry r)er b r . Cov► Fax Signature: 4 !r , Date. 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: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Who should receive copies of staff reports? Information *Other Contact Information: [� Property Owner Via I,] Email ❑Q Mailed Paper Copy Name: TRAVIS VAN LIERE ❑� Applicant Via. ,V Email Mailed Paper Copy Address: 211 N 1 ST STREET #350 ❑ Engineer Via. ❑ Email ❑ Mailed Paper Copy City/State/Zip: MINNEAPOLIS, MN 55401 �� ❑� Other* Via: Z Email ❑ Mailed Paper Copy Email: travis(d)tvl studio. 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 j June 4. 2021 City of Chanhassen Community Development Department Planning Division 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 CITY OF CHANHASSEN RECEIVED JUN 0 4 2021 CHANHASSEN PLANNING DEPT RE: WRITTEN JUSTIFICATION OF HOW VARIANCE REQUEST FOR 6606 HORSESHOE CURVE, CHANHASSEN, MN 55317 COMPLIES WITH THE FINDINGS FOR GRANTING A VARIANCE PURSUANT TO SECTION 20-58 Dear Planning Commission, City Council and Staff Members, We respectively submit a request to amend portions of our approved variance application from the City of Chanhassen for 6609 Horseshoe Curve — Planning Case #2021-07. We are reaffirming our commitment to doing this project in the right way and going through the proper channels and authorities. We realize this a unique circumstance and not a typical request after previously applying and being granted a variance on our project this past winter. However, sometimes with projects of this nature, you do not know exactly how a layout or designed plan is going to look or feel until you physically are on site, particularly in our case and with how difficult the site constraints are for this project. Seeing as we started our project nearly 2 years ago, there have naturally been some changes and modifications to our initial designs over that time. This request to our original approved variance is one such instance. To go back in time, we had gone into the design for the landscape and exterior of our home initially thinking we would do a new paved patio surface and walkout terrace to replace an existing structure and patio that had previously existed on lake side portion of our home. However, in our review with city staff, concerns were raised about the impact this new paved surface would potentially have on overall hardcover for the project and the impact impervious surfacing could have with stormwater runoff on the top of a manmade bluff that existed on our property (created by the original home construction in 1999). Owing to the restrictions on hardcover percentage overall, we ultimately opted to utilize a more user-friendly, pervious paving at -grade composite decking material for our lower SCANNED level patio space. This product is sturdy, maintenance free, and provides us with the necessary surfacing to create a useable flat space on a steep sloped property while making less of an impact on the site. We soon came to realize however that the 12' width we originally proposed is not fully conducive to how we intend to use this space and are respectfully requesting to increase the size of our approved new at grade deck by an additional 2 feet (going from 12' width to 14' width). These two feet of additional decking are being requested by for the following reasons: SAFETY: First, this additional space provides more safety to family, friends and guest using the deck and provides us with the necessary width for us to have an unobstructed walkway to pass through the space as you navigate to the front of the home or down the lake. Our original variance application and approved plan shows a 12-foot deck. While this provides enough room for seating and functionality, it doesn't allow for an efficient walk-through space to navigate up and down the slope around the home. We recently became concerned with the width of the deck once the new deck and planned new stairways were physically staked for our review a few weeks back (as we are beginning to start construction). Seeing aspects of our design in a drawing format and then going into the field with actual stakes and dimensions are two very different things. We want to ensure that people are not tripping, losing their footing, or having to step off the deck and walk on the steep sloped areas of the bluff while navigating our new deck space at the lower level of our home. USE: Second, the additional 2' in width fundamentally adds to the functionality and utilization of the lakeside deck space. It gives much needed level space that is navigable, safe and functional on a steep sloped property where level, functional outdoor space is at a premium. BLUFF IMPACT: Lastly, and perhaps most importantly, the addition of two feet of decking does not impact the top of the defined bluff as we still would be located outside of the defined top of bluff line indicated on our plans. This two foot extension takes use of the existing flat area already created by the previous home design, patio and existing boulder retaining wall and would not require any tree removal, or grading. The two feet of decking are a natural extension over ground that would otherwise not be usuable. To accommodate for this additional decking. we have also made other adjustments to the original design by reducing the amount decking originally proposed on the east side of the home. In closing, we want to express that our amended variance request for a two -foot extension is being done proactively before the project is to be completed completed. We are trying to comply with the City of Chanhassen and abiding by the stated provisions of our already -approved variance, with this minor adjustment. Thank you for your due consideration with our requested revision. Below is a summary of the previously approved variance application written justification: Overview and Introduction My name is Elise Bruner, and my husband, Brian, and our daughter, Sieglinde, reside at 6609 Horseshoe Curve in Chanhassen. I am writing this written justification on behalf of myself and my family. By way of background, I grew up in Chanhassen on the very same property that is currently under review by the Planning Division. The name of the parcel of land, Alicia Heights, is, in fact, named after my mother, Alicia. My childhood home, now 6611 Horseshoe Curve, was the only home I knew. The property of 6609 was split and sold in 1999 and the new home was built where we are living presently. As such, I have a very deep connection to this property. Practical Difficulties We understand that variances are requested when the strict enforcement of the ordinance would cause a "practical difficulty" because of circumstances unique to the property, such as when the property cannot be put to reasonable use because of its size, physical surroundings, shape, or topography. In consideration of all equities and hardships in this case, we believe that our application warrants favorable discretion. since everything we hope to do will improve the use of this property and reduce further degradation of the property. • Reasonableness We confirm that as homeowners. we propose to use our property in a reasonable manner. While we would like to use our property in a particularly reasonable way, we cannot currently do so under the rules of the applicable ordinance. At the current time, we do not have reasonable use of our lake property. With a severely sloped property from the road to the house, and again from the front side to lake, there are essentially two (2) limited flat areas on the lakeside for family recreation, including: (1) lower patio area by the slider door that is accessible from our walk -out home. (2) flat patio area by shoreline. The rest of the land is not usable for quiet enjoyment beyond a nature-scape. To this end, we wish to create livable space for reasonable use as follows: • Build a lower -level deck patio outside the slider door that is directly accessible from our walk -out home. There is currently nothing outside our slider door other than dirt and weeds. Building a deck is a reasonable use and extension of our home. • Build a staircase from the lower -level deck patio to the lakeshore. We currently have no easy access to the lake without concern for falling, tripping, or losing one's balance. We have witnessed able-bodied friends slip while trying to get down to the lake, and anyone with physical limitations would arguably not be comfortable going down to the lake. Without an appropriate staircase, this will continue to be a problem. The distance from our lower -level slider door to the lakeshore is about 117 feet and has a 29.75-foot grade change. This is just over a 25% slope. • Build a modular (removable pieces) shoreline deck patio near the lakeshore. This would comport with necessary setbacks and allow access for maintenance of the utility line in this area. • Uniqueness Our current problem is due to circumstances unique to this property and was not caused by our actions. As noted by the enclosed photographs and topography, the physical characteristics of our property present unique challenges due to the sloping topography and limited accessible space for use. When we purchased the property in 2016, the home, boulder retaining walls, lakeshore platform, and lack of staircase were all pre-existing factors. In 2019. we removed a 144 square -foot bump out on the lakeside of the house, as well as a deck that protruded toward the lake 8 feet as part of an extensive home remodel that was approved by the City of Chanhassen. Those structures are no longer present. However, without certain reasonable improvements, the current state of the property is not sustainable for enjoyable use over the long run. • Boulders rolling down the hill — On June 21, 2020, boulders that are present in an already dilapidated retaining fall came loose and rolled down the hill due to the rains. The boulder retaining wall is no longer safe and has already caused damage to the pre-existing shoreline platform. There are about 5 large boulders that have already rolled down the hill. Please see enclosed pictures for proof. We anticipate that without a new retaining wall, erosion and damage will continue. • Run off around the house and down the hill — Without an appropriate drainage plan, sediment, rocks, etc. will continue to degrade the property and ultimately go into the lake — which is what we remain concerned about. Without improvements, the pre-existing susceptibilities of the property will only continue to grow. • Essential Character Provided the variance is granted, the comprehensive plan will not alter the essential character of our property or locality. The resulting structure of the boat house, as well as the stairs and deck. will not be out of scale, out of place, or otherwise inconsistent with the surrounding area. Please see enclosed photographs for similarly situated staircases and boathouses on Lotus Lake. The proposed comprehensive plan is more protective of the environment than what is currently present. Please consider the following: • Use of permeable deck surfaces will allow water to percolate into the soil to filter out pollutants and recharge the water table. As noted in the enclosed comprehensive plan, we intend to use permeable deck material on the lower - level patio, staircase, and lakeshore deck to ensure that water is properly channeled into the underlying soil, which will force slow percolation during periods of heavy rainfall. • Use of Living Walls will again allow water to absorb into the soil and slow erosion. As noted in the enclosed comprehensive plan, we intend to use a living wall instead of the pre-existing boulder retaining wall. Living retaining walls function just as a traditional stone or timber wall, and typically require much less actual building material to construct. In keeping with the plan, we hope to reduce storm water runoff and erosion. • Use of Fescue "Low Grow No Mow" Application of fescue on the lakeside slope is currently present, as we have already had great success with the product, but we will continue the seeding of the entire lakeside area accordingly. The use of this product is environmentally friendly due to the relatively deep root systems (4-9"), which enhance drought -resistance by reducing water loss and reaching deeper water reserves. Due to the nature of the fescue, once planted, it requires only minimal water and no chemical fertilizers or pesticides for proper maintenance. • Preservation of Tree Canopy The comprehensive plan seeks to preserve the pre-existing tree canopy on the property. We do not wish to disrupt the beauty of the mature trees that we have. Conclusion Thank you in advance for your due consideration of our request for a variance. Sincerely, Elise Bruner and Brian Bruner tV1 S June 4, 2021 City of Chanhassen Community Development Department Planning Division 7700 Market Blvd PO Box 147 Chanhassen, MN 55317 RE: WRITTEN DESCRIPTION OF VARIANCE REQUEST To whom it may concern, As required by the City of Chanhassen, we are respectfully submitting this written description of variance requests for the following property: Bruner Residence 6609 Horseshoe Curve Chanhassen, MN 55317 Variances Requested 1. REVISION: Bluff Setback Area Encroachment Variance - Extension of Previously Proposed and City -Approved House -Adjacent Deck Summary of Concern The existing home on this property was built in 1999 and recently remodeled in 2017 by Christian Dean Architecture. The landscape was not considered at that time, so the current project is looking to finalize landscaping on the property while considering client needs while respectfully meeting existing codes and standards. This house non -conforming due to encroachment into bluff setback, hence variance for certain items are needed. Please see the written justification of variance request for further information. Our design team met with the city planning office several times throughout the process of this project. This variance request is additional to the approved variance application by the City of Chanhassen on January 19th, 2021. CITY OF CHANHASSEN RECEIVED TRAVIS VAN LIERE STUDIO 211 north 1st street suite #350 JUN 0 4 2021 minneapolis, mn 55401 o 612 345 4275 SCANNED 1 CHANHASSEN PLANNING DEPT tV1 S Conclusion Our design team and the clients have continued to work with the city and other governing agencies to develop a plan that maintains the spirit and works in concert with the applicable city codes and ordinances while providing practical use for the property by the owners. Thank you in advance for your due consideration of our request for a variance. Sincerely, Travis Van Liere, PLA, ASLA Principal - Travis Van Liere Studio TRAVIS VAN LIERE STUDIO 211 north 1st street suite #350 minneapolis, mn 55401 o 612 345 4275 3 June 3, 2021 City of Chanhassen Community Development Department Planning Division 7700 Market Blvd PO Box 147 Chanhassen. MN 55317 CITY OF CHANHASSEN RECEIVED JUN 0 4 2021 CHANHASSEN PLANNING DEPT RE: WRITTEN JUSTIFICATION FOR SECOND VARIANCE REQUEST FOR 6609 HORSESHOE CURVE, CHANHASSEN, MN 55317 COMPLIES WITH THE FINDINGS FOR GRANTING A VARIANCE PURSUANT TO SECTION 20-58 Dear Planning Division, As required by the City of Chanhassen, we are respectfully submitting this written justification in support of our second variance request. Our second variance request is being done proactively. and we are trying to comply with the City of Chanhassen and abide by the stated provisions of our already -approved variance, with only some slight modifications. While the updated variance request information contained here is not overwhelming, we want to do this project in the right way and go through the correct channels. Sometimes in projects of this nature, you do not know exactly how a layout or plan is going to look or feel until you physically are on site. Seeing as we started our plans nearly 2 years ago, there have naturally been some changes. Sec. 20-58. General conditions for granting. To review, a variance may be granted if all of the following criteria are met: (1) Variances shall only be permitted when they are in harmony with the general purposes and intent of this chapter and when the variances are consistent with the comprehensive plan. (2) When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. (3) That the purpose of the variation is not based upon economic considerations alone (4) The plight of the landowner is due to circumstances unique to the property not created by the landowner. (5) The variance, if granted, will not alter the essential character of the locality. (6) Variances shall be granted for earth -sheltered construction as defined in M.S. § 216C.06, subd. 14, when in harmony with this chapter. PRACTICAL DIFFICULTIES We understand that variances are requested when the strict enforcement of the ordinance would cause a "practical difficulty" because of circumstances unique to the property, such as when the property cannot be put to reasonable use because of its size, physical surroundings, shape, or topography. In consideration of all equities and hardships in this case, we believe that our application warrants favorable discretion, since everything we hope to do will improve the use of this property and reduce further degradation of the property. 1. Reasonableness We confirm that as homeowners, we propose to use our property in a reasonable manner. While we would like to use our property in a particularly reasonable way, we cannot currently do so under the rules of the applicable ordinance. At the current time, we do not have reasonable use of our lake property. With a severely sloped property from the road to the house, and again from the front side to lake, there are essentially two (2) limited flat areas on the lakeside for family recreation, including: (1) lower patio area by the slider door that is accessible from our walk -out home. (2) flat patio area by shoreline. 2. Uniqueness Our current problem is due to circumstances unique to this property and was not caused by our actions. As noted by the enclosed documentation, the physical characteristics of our property present unique challenges due to the sloping topography and limited accessible space for use. 3. Essential Character Provided this second variance is granted, the comprehensive plan will not alter the essential character of our property or locality. The extension of our deck will not be out of scale, out of place, or otherwise inconsistent with the surrounding area. POTENTIAL CHANGES REQUESTED IN 2ND VARIANCE APPLICATION Extend bamboo composite deck off house 2 feet for a dimensional variance. This change amounts to 14 feet instead of 12 feet. **See discussion below. Reduce overall length of bamboo composite staircase from lake to house to avoid damage and/or removal of trees near the house. This change shortens the staircase overall from the lakeside to the house. The comprehensive plan seeks to preserve the pre-existing tree canopy on the property. We do not wish to disrupt the beauty of the mature trees that we have. Replace the full concrete window well (which was originally designed as a three -sided retaining wall) on west side of house with one (1) main concrete retaining wall and living retaining wall (i.e., vegetation wall). The living wall was already approved in our first variance to be used on the lakeside to replace the degraded retaining rock wall. We want to extend the use of this natural product to the side of the house instead of concrete. The use of additional living walls will again allow water to absorb into the soil and slow erosion. Living retaining walls function just as a traditional stone or timber wall.. and typically require much less actual building material to construct. In keeping with the plan, we hope to reduce storm water runoff and erosion. Shift new driveway location to the west 11 feet. "EXTENSION OF BAMBOO DECKING FROM 12 TO 14 FEET We fully understand and respect that the City of Chanhassen remains concerned about the bluff setback. We believe our request for 2 feet of bamboo decking is reasonable and comports with the normal and customary use of the space without unduly impacting the bluff. To go back in time, and in relation to one of the specific changes to our project details #1 above, we had originally planned to install a full concrete slab as the terrace material outside the sliding door next to our house. Due to concerns raised by the City of Chanhassen concerning hardcover percentage with the use of concrete, the size of the walkout deck was twelve (12) feet. Upon further reflection, we ultimately selected a more user-friendly, non -hardcover bamboo composite. This product is permeable, sturdy, and provides us with the necessary decking and stair material to make less of an impact on the property overall. Unfortunately, when the plan was submitted to the City of Chanhassen for review, the size of the deck did not account for the fact that it was no longer concrete. In other words, since the deck product changed to a permeable product and is NOT hardcover, we are respectfully requesting an additional 2 feet of decking. The extension of decking squarely falls within the Sec. 20-58. General conditions for granting as follows: SAFETY: First, this additional space provides more safety to people using the deck as a walkway to pass through to go down to the stairs and lake. As it stands, a 12-foot deck provides some, but not ample walk-through space, especially with the need for space to exist between the house and furniture. Having this added space would allow for reasonable use of the property, in a permissible manner and with due regard for safety. The two -foot dimensional variance is minimally required to account for safety considerations. Therefore, we want to ensure that people are not tripping or losing their footing when passing through on the deck. Creating more accessible space for people will reduce the potential for trips/falls or other accidents. USER ENJOYMENT: Second, this space fundamentally adds to the user enioyment and utilization of the space, which would otherwise not be utilized for anything. In other words, it increases the value of the property. The normal flow of foot traffic was not fully understood until the area was staked. We did not realize this was going to be the case until the property was physically staked only a few weeks ago. Seeing something in a drawing and then going into the field with stakes are different things. The enjoyment of this property is, in fact, unique, in that there are basically two (2) areas where people can congregate: Either we enjoy the space directly outside our walkout deck next to the house, or we go down to the lake. NOT IMPEDING INTO BLUFF: Lastly, and perhaps most importantly, the addition of two feet of decking does not impede into the bluff. There is no need for an overhang, nor does this two -foot extension require any additional footings tree removal or grading. These two feet of decking are a natural extension over ground that would otherwise not be used. CONCLUSION In the end, the overall hardcover on our property will be reduced from what it is now. Our aim is to try and improve the natural enjoyment of the property while balancing the interests of the natural environment. We have selected products and made changes that we believe improve the property and preserve the surroundings. Thank you in advance for your due consideration of our request for a second variance. Sincerely, Elise Bruner and Brian Bruner Property Gard .. . j Parcel ID Number 250550010 Taxpaye Taxpayer Name ELISE BRUNER BRIAN BRUNER Mailing Address 6609 HORSESHOE CURV CHANHASSEN, MN 55317-9526 Property Address Address 6609 HORSESHOE CURV City CHANHASSEN, MN 55317 Parcel Information Uses Res 1 unit GIS Acres 0.64 Net Acres Deeded Acres Plat ALICIA HEIGHTS Lot 001 Block 001 Tax Description Building Information Building Style 1 Story Frame Above Grade 2052 Finished Sq Ft Bedrooms 4 Year Built 1999 Garage Y Miscellaneous Information School District 0276 Watershed District WS 064 RILEY PURG BLUFF Homestead Y Green Acres N Ag Preserve N Assessor Information Estimated Market Value 2019 Values (Payable 2020) 2020 Values (Payable 2021) Last Sale Land $618,800.00 $672,800.00 Date of Sale 6/14/2018 Building $533,100.00 $639,200.00 Sale Value $850,000.00 Total $1,151.900.00 00.00 rWAAl nv - data provided herewith is for reference purposes only _, :ata is _ . ;able for legal engineering surveying or other simna, : in5tr'r�p�e-�7.�[-'oun s ._a antee the accuracy o- - -•ormation contained herein This data is furnished on an as oasis an,. :, arver County makes no representations or warranties either expTesSLe�r implied for the nerchantablrty, or fitness o' 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 express rrtt��.�qt,,�11es I J�� agrees to defend indemnty and hold harmless Carver County. its ofiaals. officers agents. employees. etc from any and all claims brought by anyone who uses the 1 oh4hA.� ,2g'y1' 1. its employees or agents. or third parties which arise out of user's access By acceptance of Mrs data the user agrees not to transmit this data or provide access to rt or any part of"`i{{{ ({{poo another party unless the user includes with the data a copy of this disclaimer Tuesday. December 15. 2020 SCANNED CHANHASSEN PUMINGDW Carver County. MN VARIANCE DOCUMENTS JUNE 4, 2021 CITY OF CHANHASSEN RECEIVED JUN 0 4 2021 CHANHASSEN PLANNING DEPT Bruner Residence - Chanhassen, Minnesota JUNE 4, 2021 TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE -0 M- 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 � •x LOTUS LAKE 1 " = 200' LOTUS LAKE 1 " = 40 PREVIOUS EXISTING SITE PLAN + NOTES PRE-CHRISTIAN DEAN ARCHITECTURE �'a!o y x W ATTIC ACCESS 6035 20 ►wuN. RATE[l JSTEO CLOSING 'E(S) — — — — — --n Bruner Residence - Chanhassen, Minnesota � 4F Ito 13' DECK J. t, 6" LqL - F.E-_ okay r- T µlNiµum Fo"N6 S,Zp s sH0v4N - TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE ;6 ---------- lf"o %v 1p�l fat a IF G IN I V v ..tA "Ohm tAk .--k ev • p A all bob J;ff its/,., � �• t � ,�,�"'�� - f �� :�• {r . y. y- T "• , �,. T. `� i+• � w • I;•,w �i. ",M;�L, :•'.1'- � ., yam,. 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T - •• : \ _,• ,, a � 'ems' \ J l � .. •' - ''Y 1, .. r�� - 7WV AIG" All 4e r7 ®r, Ak Al 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota JUNE 4, 202 - 1 WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space REVISION: BLUFF SETBACK AREA ENCROACHMENT VARIANCE 2 EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE 3 LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE 4 GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover 5 LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan layout b DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota Junk 4, z',2 --- WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space REVISION: BLUFF SETBACK AREA ENCROACHMENT VARIANCE --- LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE ---GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota JUNE 4, 2021 --- LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan layout --- WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space REVISION: BLUFF SETBACK AREA ENCROACHMENT VARIANCE --- EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota JUNE o, 2U21 --- WALK -OUT TERRACE PROPOSED GATHERING SPACE: Creates habitable + enjoyable family gathering space REVISION: BLUFF SETBACK AREA ENCROACHMENT VARIANCE --- EROSION CONTROL PROPOSED SLOPETAME 3 EROSION CONTROL SYSTEM: Controls slope and adds natural + sustainable character APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE STAIRCASE PROPOSED LAKESIDE STAIRCASE: Creates safe + easy access down to Lakeshore with slope mitigation APPROVED: REPLACE / RECONFIGURE EXISTING BOULDER RETAINING WALL VARIANCE --- LAKESIDE DECK PROPOSED LAKESIDE DECK: Fits within the footprint of existing concrete patio + maintains alignment with plan layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS1 Bruner Residence - Chanhassen, Minnesota --- GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover --- DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan layout TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 D MODEL RENDERINGS PROPOSED LANDSCAPE DESIGN (TVLS) Bruner Residence - Chanhassen, Minnesota DUNE 4, LUG ---- DRIVEWAY PROPOSED NEW DRIVEWAY: Facilitates access to property + maintains alignment with plan layout ----GROUNDCOVER PROPOSED LOW MAINTENANCE GRASS: Naturalizes and covers full property ground cover TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 3 0 0 J w U z a Z 0 z z 0 0 N w U z w 0 w of rr w z o- m 0 m a 0 of 0 rn U w of D- n< v x � a 20 O N o - a L C U � o Y N U o� d N N � d m � aDi C L > o m T m w PROJECT INFO: SITE ADDRESS: 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 LOT SIZE: SEE EXISTING SURVEY INFORMATION LEGAL DESCRIPTION: SEE EXISTING SURVEY INFORMATION ZONING: SEE EXISTING SURVEY INFORMATION BUILDING SETBACK REQUIREMENTS SEE EXISTING SURVEY INFORMATION AND VARIANCE APPLICATION FOR PROJECT JURISDICTION: CITY OF CHANHASSEN, MN OWNER: BRIAN AND ELISE BRUNER 6609 HORSESHOE CURVE CHANHASSEN, MN 55317 GENERAL CONTRACTOR: SURVEY INFO PROVIDED BY: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE #100 MINNEAPOLIS, MN 55413 T 612 466 3300 LOCATION MAP SHEET INDEX Sheet# Title PRELIMINARY PRICING SET VARIANCE APPLICATION BID SET PERMIT SET CD SET LANDSCAPE REVISIONS L000 PROJECT INFORMATION • • • • L001 GENERAL NOTES • • • • L009 EXISTING INCOMING SURVEY • • L010 EXISTING CONDITIONS + REMOVALS PLAN • • • • L011 OVERLAY DIAGRAM • • • L101 SITE PLAN • • • • L102 SURFACING + WALLS PLAN • • • L103 SITE FURNISHINGS + LIGHTING PLAN • • • L201 GRADING PLAN • • • • L401 LANDSCAPE PLAN • • • • L501 WALL + SITE ELEMENT ELEVATIONS • • • • L601 WALL, STAIR, + SURFACING DETAILS • • • • L602 DRAINAGE + LIGHTING DETAILS • • • • L603 SITE ELEMENT DETAILS • • • L607 PLANTING DETAILS • • • • L609 EROSION CONTROL +TREE PROTECTION DETAILS • • • • L700 SCHEDULES + SPECIFICATIONS • BRUNER RES SITE AND LANDSCAPE IDENCE VARIANCE APPLICATION REVISIONS J U N E 412021 CITY OF CH V HASSEN JUN 0 4 2021 CHANHASSEN PLANNING DEPT LANDSCAPE ABBREVIATIONS A MIN MINIMUM ABV ABOVE MISC MISCELLANEOUS AD AREA DRAIN MTL METAL ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT N AGG AGGREGATE N NORTH ALGN ALIGNMENT N/A NOT APPLICABLE ALUM ALUMINUM N,F.C. NOT FOR CONSTRUCTION ANOD ANODIZED N.I.C. NOT IN CONTRACT APPROX APPROXIMATE No. NUMBER ARCH ARCHITECT, ARCHITECTURE NOM NOMINAL AVG AVERAGE NITS NOT TO SCALE B 0 BB BALLED AND BURLAPPED CA OVERALL BC BACK OF CURB O.C. ON CENTER BFFE BASEMENT FINISHED FLOOR ELEVATION O.D. OUTSIDE DIAMETER, OUTSIDE DIMENSION BLDG BUILDING OFD OVERFLOW DRAIN BOC BOTTOM OF CURB OH OVERHEAD BOP BOTTOM OF POOL OHW ORDINARY HIGH WATER MARK BOR BOTTOM OF RAMP OPNG OPENING BOS BOTTOM OF STAIR OPP OPPOSITE BOT BOTTOM ORNM ORNAMENTAL BOW BOTTOM OF WALL BTWN BETWEEN P PA PLANTED AREA C PAR PARALLEL CAL CALIPER PC POINT OF CURVATURE, PRECAST CAP CAPACITY PERF PERFORATED CB CATCH BASIN PERP PERPENDICULAR CHAM CHAMFER PL PLATE, PROPERTY LINE CIP CAST IN PLACE PLYWD PLYWOOD CIVIL CIVIL ENGINEER PNT PAINT CJ CONTROL JOINT POB POINT OF BEGINNING CL CENTER LINE P01 POINT OF INTERSECTION CLR CLEAR, CLEARANCE POT POINT OF TANGENCY CM CENTIMETER PSF POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH CO CLEAN OUT PT POINT, PRESSURE TREATED COL COLUMN PU POLYURETHANE COMP COMPOSITE, COMPACTED PVC POLYVINYL CHLORIDE CONIC CONCRETE PVMT PAVEMENT COND CONDITION PVR PAVER CONIF CONIFEROUS CONST CONSTRUCTION Q CONT CONTINUOUS QTR QUARTER CNTR CENTER CITY QUANTITY CIF CUBIC FEET CU CUBIC R CY CUBICYARDS D (D) DEEP,DEPTH DBL DOUBLE DECID DECIDUOUS DEMO DEMOLISH, DEMOLITION DIET DETAIL DIA DIAMETER DIMIS DIMENSION/S DN DOWN DR DRAIN DWG/S DRAWING/S E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE ETR EXISTING TO REMAIN E.W. EACH WAY EXP EXPOSED EXT EXTERIOR EXTG EXISTING F FDN FOUNDATION F.F. FILTER FABRIC FIFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FIN FINISH FL FLOOR FOB FACE OF BRICK FOC FACE OF CONCRETE FOW FACE OF WALL FT FEET, FOOT FTG FOOTING FURN FURNISHING FLIT FUTURE G GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL, GENERATOR GEO GEO-TECHNICAL GL GLASS, GLAZING H (H) HIGH/HEIGHT HB HOSE BIB HC HANDICAP HDCP HANDICAP, HANDICAPPED HDWD HARDWOOD HDWR HARDWARE HORIZ HORIZONTAL H.P. HIGH POINT HR HANDRAIL HT HEIGHT I I.D. INSIDE DIAMETER, INSIDE DIMENSION I.E. INVERT ELEVATION IN INCH, INCHES INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT ELEVATION JT JOINT K K.O. KNOCK OUT (L) LENGTH L.A. LANDSCAPE ARCHITECT LB POUND L.F. LINEAR FOOT LOCN LOCATION LOD LIMITS OF DISTURBANCE L.P. LOW POINT LT LIGHT M MAINT MAINTAIN, MAINTENANCE MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE R RISER, RELOCATE (R) RISER HEIGHT RAD RADIUS RD ROOF DRAIN REBAR REINFORCING BAR RECEPT RECEPTACLE RECT RECTANGULAR REF REFERENCE REINF REINFORCED, REINFORCEMENT REM REMOVE READ REQUIRED RET RETAINING, RETURN REV REVISION RD ROUGH OPENING ROW RIGHT OF WAY RP RADIUS POINT RT RIGHT S S SOUTH SCHED SCHEDULE SECT SECTION SO STORM DRAIN S.F. SQUARE FEET SHT SHEET SIM SIMILAR SLR SEALER SPEC SPECIFICATION SPP SPECIES SQ SQUARE SS SANITARY SEWER SST STAINLESS STEEL ST STORM SEWER STA STATION STD STANDARD STL STEEL STRUCT STRUCTURE,STRUCTURAL SURF SURFACE, SURFACING S.Y. SQUARE YARD SYM SYMMETRICAL T IT) THICK T&B TOP AND BOTTOM TBC TOP OF BACK OF CURB TBD TO BE DETERMINED THR THRESHOLD TOC TOP OF CURB, TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOP TOP OF PAVING TOPO TOPOGRAPHY TOR TOP OF RAMP TOS TOP OF STAIR TOW TOP OF WALL TRANS ELECTRICAL TRANSFORMER TSL TOP OF SLAB TVLS TRAVIS VAN LIERE STUDIO TYP TYPICAL UTIL UTILITY V VAR VARIABLE, VARIES VEH VEHICLE VIF VERIFY IN FIELD VERT VERTICAL VOL VOLUME W WEST (W) WIDE, WIDTH WI WITH WIO WITHOUT WD WOOD WL WATER LEVEL WP WATERPROOF, WORK POINT WS WATER SUPPLY WT WEIGHT WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH SYMBOLS & AND L ANGLE ARC LENGTH @ AT 4 CENTER LINE 0 DIAMETER ° DEGREE # NUMBER, POUND / PER 3 PLUS/MINUS R PROPERTY LINE LANDSCAPE SYMBOL LEGEND LANDSCAPE LINE LEGEND /j EXISTING TREES PROPERTY LINE TO BE REMOVED EXISTING TREES TO BE RIGHT-OF-WAY x SAVED AND PROTECTED _ - EASEMENT ONEW DECIDUOUS TREE — — — — — SETBACK \c0r, _ i EXISTING CONTOURS 0 NEW CONIFEROUS TREE ® / PROPOSED CONTOURS }.� O� • � NEW SHRUB w - — CENTER LINE O 0 NEW PERENNIAL/ANNUAL — — SF — SILT FENCE --x--x--x--•— TREE PROTECTION FENCE GAS METER LOD — LIMITS OF DISTURBANCE g WATER METER OHW ORDINARY HIGH WATER MARK Ac AIR CONDITIONER UNIT DRAIN TILE CB RD AD ® [D® CATCH BASIN, ROOF DRAIN, OR AREA DRAIN SS SANITARY SEWER 14 TRASH CONTAINER ST STORM SEWER cBN. GENERATOR PAVING HATCH LEGEND poPB PUP -UP EMITTER I-$ HB HOSE BIB PAVING/SITE ELEMENT IA TO BE REMOVED ® ® ® ® SPRINKLER HEADS j%i ASPHALT SURFACING 90' 180- 270' 860' a°T PLANTER POT UNIT PAVER (RUNNING BOND) t____I SWING GATE UNIT PAVER (HERRINGBONE) 9-Lf Q D, LIGHT FIXTURES DRY -SET UNIT PAVER EXTERIOR ELECTRICAL OUTLET MORTAR -SET UNIT PAVER EXTERIOR LIGHT SWITCH FLAGSTONE PAVING CONCRETE SURFACING *POB POINT OF BEGINNING AGGREGATE SURFACING �T_71FICFIC FLU OW TRAFFIC FLOW ARROW ® RIPRAP D POINT OF ENTRY SAND SURFACING AT BUILDING ® CONTOUR ELEVATION GRASSPAVE POUROUS PAVER x 000.00 EXISTING SPOT ELEVATION v 177--77-71 zzz ezzzz TURFSTONE PAVERS + 000.00 PROPOSED RIM NETLON ADVANCED TOW SPOT ELEVATION TURF SYSTEM &?LXx.XX `�LOCN DATUM ELEVATION xxx°i° SLOPE -AT -SURFACE/ PLANT HATCH LEGEND DRAINAGE FLOWARROW DP ►� DN • � STAIR TURF ,.i* PLANTING AREA i AREA OF ENLARGEMENT FESCUE DET SECTION CALLOUT SEEDING TYPE 1 SHT SEEDING TYPE 2 DET SHT DETAIL CALLOUT GROUNDCOVER TYPE 1 DET GROUNDCOVER TYPE 2 ELEVATION CALLOUT SHT SHT GROUNDCOVERTYPE3 SHT MATCH LINE / CONTROL LINE SECTION/DETAIL HATCH LEGEND (-- STRUCTURAL GRID LINE �J CONCRETE Xa--- KEY NOTE ® ASPHALT X❑— -- SHEET NOTE STONE, TYPE 1 E X EDGING TYPE STONE, TYPE 2 r - FENCING TYPE " ,," „" STONE, TYPE 3 L X LIGHTING TYPE SAND PAVING TYPE MORTAR R X REMOVAL °_ °°_°° GRANULAR FILL SITE ELEMENT ao am COMPACTED AGGREGATE W X WALL TYPE METAL X GROUNDCOVERTYPE ® WOOD SPP PLANTING REFERENCE DIMENSIONAL OTY LUMBER (SECTION) PLANTING SOIL r ALGN ALIGNMENT _ EARTH (DISTURBED) PARALLEL \\j\\/ ORRUN(COMPACTED DISTURBED) SYMMETRY GRASSPAVE POROUS GRASS PAVER n 1 BREAK LINE TURFSTONE 0 REVISION NUMBER REVISION CLOUD TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R R E S I D E N C E 6 6 0 9 H O R S E S H O E C U R V E CHANHASSEN, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: PROJECT INFORMATION Drawn By: Date: Scale: Sheet: DJ 12/18/2020 N/A L000 a 0 J w 0 z Of U) (7 z 0 0 N Lu 0 z w 0 w Of Of Lu z O Go 0 M a Of 0 rn 0 w Of a J 7- �a V o c a N IS N N U 1 N Y dt E _C m N ZZ, d o d a33 W ? v w m .. a d o£ m - m d W Ua m LANDSCAPE CONSTRUCTION NOTES GENERAL NOTES 1. USE OF THE WORD'CONTRACTOR' IN THE DRAWINGS INDICATES BOTH THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ON THE PROJECT. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE SCOPE OF WORK AS INDICATED IN THE DOCUMENTS. 3. ALL CONTRACTORS AND SUB -CONTRACTORS ARE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHERS. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR COORDINATION OF THE WORK. NO ADDITIONAL COMPENSATION WILL BE MADE TO ANY CONTRACTOR FOR EXTRA WORK RESULTING FROM FAILURES OF COORDINATION. 4. THE CONTRACTOR MUST ASSURE COMPLIANCE WITH ALL APPLICABLE CODES REGULATIONS, AND PERMITS AND INSPECTIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. 5. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR, OBTAINING, AND PAYING FOR ALL NECESSARY PERMITS, APPROVALS AND INSPECTIONS, UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL HAVE A COPY OF ALL DRAWINGS WITH THEM ON SITE AT ALL TIMES AND SHALL RECORD ALL MODIFICATIONS/CHANGES TO THE WORK ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE A COMPLETE AS -BUILT SET OF DRAWINGS TO THE LANDSCAPE ARCHITECT AT PROJECT COMPLETION. 7. EXCEPT FOR ITEMS SPECIFICALLY MARKED AS 'BY OTHERS' OR'NOT IN CONTRACT, IT IS THE INTENT OF THESE DRAWINGS TO DESCRIBE A COMPLETE PROJECT. THE CONTRACTOR MUST THOROUGHLY REVIEW THE DRAWINGS PRIOR TO SUBMITTING A BID AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ERRORS OR OMISSIONS DISCOVERED. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ITEMS OF WORK NOT SHOWN OR DESCRIBED ON THE DRAWINGS THAT COULD BE REASONABLY INFERRED FROM THE DRAWINGS IN PROVIDING THE OWNER WITH COMPLETE SYSTEMS AND A COMPLETE PROJECT. 8, EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE FROM A SURVEY PERFORMED BY OTHERS. EXISTING TOPOGRAPHIC FEATURES MAY NOT BE EXACT AS TO THEIR LOCATION, CHARACTER, OR NUMBER. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE CONDITIONS OF THE SITE PRIOR TO BIDDING AND CONSTRUCTION AND FOR IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES OR VARIATIONS FROM THE DRAWINGS. 9. THE CONTRACTOR MUST MAINTAIN AND PROTECT ALL BENCH MARKS, SURVEY MONUMENTS, PROPERTY IRONS, LAYOUT STAKES AND OTHER REFERENCE POINTS. ALL FINES AND REPLACEMENT COSTS FOR DAMAGE TO ANY OF THESE ITEMS THAT IS DUE TO THE CONTRACTOR'S ACTS OR NEGLIGENCE ARE THE CONTRACTOR'S RESPONSIBILITY AT NO COST TO THE OWNER. 10. THE CONTRACTOR SHOULD EXPECT TO FIND TELEPHONE, ELECTRIC, GAS, CABLE TELEVISION, AND FIBER OPTIC LINES, IRRIGATION SYSTEMS, AND OTHER PUBLIC AND PRIVATE UTILITIES. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY, IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITY. AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST CONTACT GOPHER STATE ONE CALL AT 800 252 1166 OR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES AND VERIFY THE EXACT LOCATION, SIZE, AND DEPTH OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES. 11. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY, INCLUDING FEES, BONDS, PERMITS REQUIRED FOR SUCH WORK. 12. PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS AND SUBMIT A TRAFFIC CONTROL PLAN COMPLYING WITH THE LATEST EDITION OF THE MNDOT ROADWAY REQUIREMENTS. 13. DO NOT PROCEED WITH ANY PORTION OF WORK AS INDICATED IN THE DOCUMENTS IF OBSTRUCTIONS, DISCREPANCIES OR UNKNOWN CONDITIONS ARE ENCOUNTERED. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY ON HOW BEST TO PROCEED. 14. CONTRACTOR TO PROVIDE AND MAINTAIN A SAFE AND SECURE SITE THROUGHOUT THE PROJECT IN ACCOR DANCE WITH NATIONAL STATE AND LOCAL SAFETY ORDINANCES. 15. UPON SUBSTANTIAL COMPLETION OF PROJECT THE CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION WITH THE OWNER AND LANDSCAPE ARCHITECT. CODES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL CODES AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION. 2. APPLICABLE CODES: THIS PROJECT IS TO COMPLY WITH THE CITY OF CHANHASSEN MUNICIPAL CODE AND SUB -CODE REQUIREMENTS AND STATE OF MINNESOTA CODE REQUIREMENTS. 3. VERIFY IF THIS PROJECT WILL REQUIRE SPECIAL REVIEW AND APPROVALS FROM THE RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT. SUBMITTALS / SHOP DRAWINGS / SITE MOCK-UPS 1. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS AND FIELD MOCKUPS TO THE LANDSCAPE ARCHITECT FOR FINAL REVIEW AND APPROVAL PRIOR TO CONSTRUCTION FOR THE FOLLOWING ITEMS: PAVING, WALLS, FENCES, SPECIAL METAL FABRICATIONS & CONNECTIONS, SPECIAL FINISHES, SPECIALTY DETAILS, AND LIGHTING. 2. MOCK-UPS WILL ESTABLISH EXPECTATIONS FOR QUALITY NAD WORKMANSHIP. 3. MOCK-UPS WILL BE SET UP IN A SECURED PORTION OF THE SITE FOR REFERENCE THROUGHOUT CONSTRUCTION AND REMAIN UNTIL PROJECT SITE CONSTRUCTION COMPLETION. 4. CONTRACTOR SHALL REVIEW, STAMP, SIGN AND DATE ALL SUBMITTALS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. THE ENGINEER'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ARCHITECTS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SUBMITTALS THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS IN THE SUBMITTALS. 5. ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR APPROVAL PRIOR TO COMMENCING WITH ANY WORK. 6. SHOP DRAWINGS SHALL BE IN THE FORM OF BLACK -LINE PRINTS OR PORTABLE DOCUMENT FORMAT (PDF) FOR REVIEW. EXISTING CONDITIONS / REMOVALS NOTES 1. VERIFY AND STAKE ALL PROPERTY LINES AND STRUCTURE LOCATIONS PRIOR TO COMMENCING WITH CONSTRUCTION. MAINTAIN PROPERTY LINE STAKES, CONTROL POINTS, BENCH MARKS, AND OFFSET STAKES THROUGHOUT CONSTRUCTION. ANY LOST SURVEY MARKERS TO BE REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 2. THE LIMITS OF WORK INDICATED ON DRAWINGS, ARE GENERAL IN NATURE AND ARE INTENDED TO DEFINE THE GENERAL VICINITY IN WHICH THE SCOPE OF WORK EXISTS. ACTUAL LIMITS OF WORK SHALL INCLUDE AREAS NECESSARY TO COMPLETE THE SCOPE OF DESIGN INTENT. 3. THE CONTRACTOR MUST REVIEW THE LIMITS OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO STARTING WORK. ANY WORK OUTSIDE THE LIMITS OF WORK AS SHOWN ON THE DRAWINGS OR AS MODIFIED IN THE FIELD BY THE LANDSCAPE ARCHITECT WILL BE DONE AT CONTRACTORS EXPENSE UNLESS THE CONTRACTOR NOTIFIES THE LANDSCAPE ARCHITECT OF THE NEED FOR THE WORK IN WRITING AND IS DIRECTED TO PERFORM THE WORK BY LANDSCAPE ARCHITECT OR OWNER BEFORE PERFORMING THE WORK. RESTORATION OR REPLACEMENT OF ANY PAVEMENTS, CURB, GUTTER,PLANT MATERIALS, TURF, UTILITIES, OR OTHER SITE ELEMENTS OUTSIDE THE LIMITS OF WORK THAT ARE DAMAGED DUE TO THE CONTRACTOR'S ACTS OR NEGLIGENCE WILL BE AT THE CONTRACTOR'S EXPENSE. THE EXTENT AND ACCEPTABILITY OF THE REPLACEMENT WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT. 4. A TREE PERMIT MAY BE REQUIRED FOR CONSTRUCTION ACTIVITY. THE CONTRACTOR MUST SIGN ALL PERMITS AND PAY THE PERMIT FEE BEFORE STARTING WORK AND MUST COMPLY WITH ALL THE REQUIREMENTS OF ALL GOVERNING AGENCIES IN PERFORMING THE WORK OF THIS PROJECT. 5. THE CONTRACTOR MUST MEET AND IMPLEMENT ALL NODES, SWPPP, AND EROSION CONTROL REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION 6. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY REMOVAL WORKAND MUST BE MAINTAINED UNTIL PERMANENT EROSION CONTROL MEASURES HAVE BEEN COMPLETELY IMPLEMENTED AND ESTABLISHED. 7. INSTALL SILT FENCING AROUND THE PERIMETER OF THE LIMITS OF WORK AND MAINTAIN UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED. ALL SILT FENCE MUST HAVE GEO-TEXTILE FABRIC WITH STEEL POSTS. MACHINE SLICING OF SILT FENCE AROUND OR UNDER TREES WILL NOT BE PERMITTED. SILT FENCE AROUND OR UNDER TREES MUST BE HAND PLACED AND FASTENED TO THE GROUND WITH STAPLES. 8. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE EROSION CONTROL REQUIREMENTS OF THE SITE AND FOR INSTALLING AND MAINTAINING EROSION CONTROL MEASURES WHERE NEEDED, EVEN IF THEY ARE NOT INDICATED ON THE DRAWINGS. 9. INLET PROTECTION (SILT FENCE BARRICADES, SILT SACKS, RISER PIPES, OR FILTER FABRIC AND GRAVEL) MUST BE INSTALLED IN ALL EXISTING AFFECTED CATCH BASINS PRIOR TO ANY REMOVAL WORK AND IN ALL NEW CATCH BASINS IMMEDIATELY AFTER CATCH BASIN INSTALLATION. 10. ADJACENT STREETS, ALLEYS, AND PROPERTIES MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT AND MATERIALS TRACKED, BLOWN, OR WASHED FROM THE SITE. CONTRACTOR MUST MONITOR CONDITIONS AND SWEEP AS NEEDED OR WITHIN 24 HOURS NOTICE BY THE LANDSCAPE ARCHITECT. SWEEPING IS INCIDENTAL TO THE PROJECT. 11, CONTRACTOR MUST MAINTAIN DUST CONTROL FOR THE SITE AT ALL TIMES AND PROVIDE WATERING TRUCKS AS NEEDED OR WITHIN 24 HOURS NOTICE BY THE LANDSCAPE ARCHITECT. DUST CONTROL IS INCIDENTAL TO THE PROJECT. 12. WHERE DISTURBED SOILS WILL LAY EXPOSED STU D FOR MORE THAN 21 DAYS, THE CONTRACTOR MUST SEED WITH A TEMPORARY COVER CROP TO PREVENT EROSION. TEMPORARY SEED MIX MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. TEMPORARY SEEDING IS INCIDENTAL TO THE PROJECT. 13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING THE SITE AND PROVIDING PROTECTION FROM THE WORK FOR THE PUBLIC. ALL OPEN EXCAVATIONS AND OTHER HAZARDS MUST BE FENCED. 14. THE RELOCATION AND/OR PROTECTION OF ALL EXISTING UTILITIES MUST BE COORDINATED BY THE CONTRACTOR AND ANY COSTS FOR SUCH WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS NECESSARY TO WORK AROUND ANY UTILITIES. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT ANY EXISTING DAMAGE OR FAULTY CONDITION OF ANY UTILITIES TO THE UTILITY OWNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION AS, ONCE WORK HAS COMMENCED. IT WILL BE ASSUMED THAT ALL 111:30e11RIAR I11910P.1 UTILITY OWNERS AND MAKE ARRANGEMENTS FOR A FIELD INSPECTION TRIP BY A REPRESENTATIVE OF THE CONTRACTOR AND REPRESENTATIVES OF THE UTILITY OWNERS TO CONFIRM THAT ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS HAVE BEEN REPAIRED TO THE SATISFACTION OF THE OWNERS 16. THE CONTRACTOR MUST PROTECT ALL EXISTING ROADS, CURB, STRUCTURES, TREES, AND SITE ELEMENTS NOT DESIGNATED FOR REMOVAL. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 17. ITEMS SHALL REMAIN UNTIL DESIGNATED FOR REMOVAL. REMOVE DESIGNATION ITEMS SHOWN ON THE PLAN TO THE FULL DEPTH OF THEIR CONSTRUCTION UNLESS OTHERWISE NOTED. 18. VERIFY THE LOCATION AND DIMENSION OF ITEMS TO BE REMOVED PRIOR TO COMMENCEMENT OF WORK. 19. ALL CONCRETE AND ASPHALT REMOVAL SHALL BE SAW CUT. EDGES OF MATERIALS TO REMAIN SHALL BE SHORED UP AND PROTECTED DURING CONSTRUCTION TO PRESERVE EDGE INTACT. REPAIRS TO DAMAGED EDGES TO BE DONE WITH CARE AND AT NO COST TO THE OWNER, 20. ITEMS ENCOUNTERED BELOW GRADE AND NOT SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 21. SALVAGE EXISTING MATERIALS AS INDICATED ON THE PLANS. REMOVE SALVAGED MATERIALS AS INDICATED WITH CARE AND STORE ON SITE IF APPLICABLE, CLEAN ALL DEBRIS AND CONSTRUCTION MATERIAL FROM SALVAGED ITEMS AND REUSE AS DIRECTED BY LANDSCAPE ARCHITECT. 22. REMOVE DEMOLISHED MATERIALS FROM SITE. DISPOSAL BY BURNING AND/OR BURYING IS PROHIBITED. ALL UNSUITABLE MATERIAL AND DEBRIS MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 23. RELOCATE /TRANSPLANT EXISTING PLANT MATERIAL AS INDICATED IN THE DRAWINGS AS DIRECTED BY THE LANDSCAPE ARCHITECT. MAINTAIN TRANSPLANTED PLANT MATERIAL THROUGHOUT CONSTRUCTION. 24. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT EARTH WILL NOT SETTLE AND SO THAT EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM LACK OF SHORING, BRACING AND SHEETING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER. TREE PRESERVATION 1. PROTECT ALL TREES DESIGNATED TO BE SAVED AND ALL HARDWOOD TREES 6 INCHES OR GREATER IN DIAMETER THAT ARE NOT SPECIFICALLY DESIGNATED FOR REMOVAL. 2. PRIOR TO CONSTRUCTION, CONTACT LANDSCAPE ARCHITECT TO VISIT SITE AND VERIFY TREES TO BE SAVED. CONTRACTOR MUST REVIEW THE DRAWINGS AND DAILY WORK SCHEDULE SO THAT, SHOULD PROPOSED GRADES POSE A HAZARD TO A TREE TO BE SAVED', THE CONTRACTOR'S WORK IS NOT IMPEDED AND THERE WILL BE TIME TO STUDY THE ISSUE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE EXISTING CONDITIONS PLAN OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED OTHERWISE OR UNLESS DIRECTED BY LANDSCAPE ARCHITECT TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 4. ALL TREES TO BE PRESERVED AS INDICATION ON LANDSCAPE EXISTING CONDITIONS AND REMOVALS PLAN SHALL BE PROTECTED BY 6' HEIGHT CHAIN LINK FENCING. THE FENCE SHALL BE LOCATED AT A MINIMUM AROUND THE CRITICAL ROOT ZONE FOR ALL TREES (SEE TREE PROTECTION FENCING DETAILS). THE FENCE SHALL BE FIRMLY ANCHORED INTO THE GROUND AND SHALL REMAIN UPRIGHT AND INTACT UNTIL ALL CONSTRUCTION OF THE MAIN CONSTRUCTION AREAS. BARRIER FENCES SHALL CONSIST OF SAFETY -CAPPED REBAR POSTS PLACED NO MORE THAN 8 FEET ON CENTER WITH 4 FOOT HIGH ORANGE SQUARE MESH BARRIER FENCING, RESINET SLM40, OR EQUAL, ATTACHED TO POSTS. BARRIER FENCE MUST BE INSTALLED AT THE LIMITS OF THE DRIP -LINE PRIOR TO CONSTRUCTION AND MUST NOT BE REMOVED UNTIL FINAL LANDSCAPING IS TO BE COMPLETED. 5. CONSTRUCTION ACTIVITIES OR STORAGE SHALL NOT OCCUR WITHIN THE TREE PROTECTED AREAS. THE CONTRACTOR SHALL STAKE OR MARK OUT ALL TREE PROTECTION FENCING LOCATIONS ON SITE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH CONSTRUCTION ACTIVITIES ON SITE. 6. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO OTHER MAINTENANCE NEEDS OF THE EXISTING TREES AS NEEDED PER THE ARBORIST'S RECOMMENDATIONS TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE 6" PROTECTIVE LAYER OF HARDWOOD MULCH AROUND ALL EXISTING TREES WITHIN CRITICAL WORK AREAS. SPREAD CHIPS USING HAND TOOLS ONLY, SUCH AS SHOVELS AND WHEEL BARRELS. 7. WHEN EXCAVATION IS TO OCCUR NEAR A TREE THAT IS TO BE PROTECTED MUST BE CARRIED OUT, DAMAGE CAN BE LIMITED BY ROOT PRUNING. ROOT PRUNING SHALL BE COMPLETED BEFORE GRADING HAS STARTED AND SHALL OCCUR BENEATH THE PROTECTIVE FENCING AS SHOWN ON THE PLANS. 8. ROOT PRUNING FOR PROTECTED TREES LIMIT OF ROOT PRUNING AS DN THE PLANS. LIMITS OF I SHALL BE APPROVED BY ARCHITECT PRIOR TO ANY I IN THE FIELD. DO NOT TRE', TREES. COORDINATE ALL IRED FOR UTILITY WORK PLANS. S DESIGNATED TO BE ;ED, CUT OR OTHERWISE URBED BY CONSTRUCTION Y MUST BE IMMEDIATELY )T PRUNED WITH A SHARP NOTIFY LANDSCAPE SHALL BE PRUNED WITHOUT REVIEW BY ARBORIST AND LANDSCAPE ARCHITECT. 9. LIMIT SOIL COMPACTION BY LIMIT CONSTRUCTION ACTIVITY AROUND EXISTING PRESERVED TREE CRITICAL ROOT ZONES. THIS INCLUDES RESTRICTING ALL TRAFFIC AND STORAGE OF MATERIALS FROM UNDER THESE AREAS. 10. ANY PRUNING OF EXISTING PROTECTED TREES SHALL BE PERFORMED BY A CERTIFIED ARBORIST AS DIRECTED BY THE LANDSCAPE ARCHITECT. SOIL PREPARATION NOTES 1. SOIL PREPARATION IS CRITICAL IN CREATING A HEALTHY AND LONG-LASTING LANDSCAPE. REMOVE EXISTING TOPSOIL AND STOCKPILE ON SITE FOR USE AT A LATER DATE. 2. CONDUCT A SOIL EVALUATION OF EXISTING STOCKPILED TOPSOIL TO BE USED TO DETERMINE THE SOILS COMPOSITION, COMPACTION RATE, NUTRIENT QUALITIES, ORGANIC CONTENT, PH LEVELS AND WATER HOLDING CAPABILITIES. THE IDEAL PARTICLE SOIL MIX IS APPROXIMATELY 45% SAND, 40% SILT, 10% CLAY, AND 5% ORGANIC MATERIALS WITH A PH LEVEL NEAR SEVEN. 3. PRIOR TO INSTALLATION OF LANDSCAPE AND IRRIGATION SYSTEM, CONTRACTOR TO PREPARE SOIL TO ENSURE A PROPER ENVIRONMENT FOR PLANT ROOT DEVELOPMENT. 4. CONTRACTOR TO DECOMPACT SOILS IN PLANTING AREAS BY ROTO-TILLING, DISC OR RIPPING SOIL TO A MINIMUM DEPTH OF 12". DECOMPACTING OF SMALLER PLANTING AREAS SUCH AS PARKING AREAS AND AROUND STRUCTURES, MAY REQUIRE THE REMOVAL OF COMPACTED SOILS TO A DEPTH OF 18" OR MORE AND THEN REPLACEMENT WITH NEW OR AMENDED SOILS. REMOVAL ALL DEBRIS 2" OR GREATER FROM NEW OR AMENDED SOILS. 5. WHEN PERFORMING SOIL DECOMPACTION, MULTIPLE PASSES ACROSS THE AREA MAY BE REQUIRED. WHEN POSSIBLE VARY DIRECTIONS OF DECOMPACTION TO ENSURE ADEQUATE COVERAGE. WHEN USING A DISC OR RIPPING EQUIPMENT, IT IS REQUIRED THAT THE FINAL PASSES OVER THE ARE BE MADE WITH A ROTO-TILLER TO BREAK UP ANY LARGE CLUMPS TO MAKE FINAL GRADING EASIER. 6. AFTER INITIAL SOIL DECOMPACTION PROCEDURES ARE PERFORMED, SOIL AMENDMENTS SHOULD BE ADDED. THE ADDITION OF SOIL AMENDMENTS SHALL BE DETERMINED FROM SOIL TESTING CONDUCTED PRIOR TO COMMENCING WITH CONSTRUCTION. SOIL AMENDMENT MAY INCLUDE INORGANIC MATERIAL SUCH AS SAND, SILT OR CLAY, WHICH HELP IMPROVE SOIL TEXTURE. ORGANIC MATERIAL SUCH AS COMPOST, MANURE, AND PEAT MOSS MAY ALSO BE USED AND HELP IMPROVE SOIL STRUCTURE. OTHER AMENDMENTS SUCH AS FERTILIZER IMPROVE NUTRIENT CONTENT AND SULFUR ADJUSTS THE SOIL PH LEVEL. SULFUR SHALL BE INCORPORATED AT THE RATE OF ONE POUND OF SULFUR PER 100 SQUARE FEET. 7. ALL AMENDMENTS SHOULD BE MIXED THOROUGHLY WITH EXISTING SOIL. AN ADDITIONAL SOIL TEST SHALL BE TAKEN TO ENSURE PROPER SOIL CONDITIONS PRIOR TO PLANTING. 8. DURING THE REMAINDER OF THE LANDSCAPE INSTALLATION, VARIOUS AREAS OF THE SITE MAY BE RE -COMPACTED DUE TO THE USE OF EQUIPMENT AND CONSTRUCTION TRAFFIC. DECOMPACT ANY AREAS THAT BECOME RE -COMPACTED PRIOR TO INSTALLATION OF FINAL LANDSCAPING COMMENCES. LAYOUT NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO ACCURATELY SURVEY AND LAYOUT THE PROPOSED WORK FOR CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO VERIFY GRADES, LINES, LEVELS, DIMENSIONS PRIOR TO COMMENCING WITH WORK. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSION, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATION OVER PREVIOUS DOCUMENTS, 2. CONTRACTOR TO LAY OUT PROPOSED LOCATIONS FOR ALL HARDSCAPE, WALLS, AND SITE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. HARDSCAPE, WALLS AND SITE ELEMENTS ARE DIMENSIONED ON THE OR OTHER DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY FOR CLARIFICATION AND/OR ADJUSTMENT. 3. FOR DIMENSIONS OF EXISTING BUILDINGS, PROPOSED BUILDING IMPROVEMENTS AND RELATED WORK, REFER TO ARCHITECTURAL DRAWINGS 4. WHERE DIMENSIONS ARE CALLED AS "EQUAL," SPACE REFERENCED ITEMS EQUALLY, MEASURED TO CENTERLINE. 5. MEASUREMENTS ARE TO FACE OF BUILDING, WALL, FIXED SITE ELEMENT, GRID LINE OR DEFINED PROPERTY LINE IRON / BENCH MARKS. DIMENSIONS TO CENTER LINE ARE AS INDICATED. 6. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS OTHERWISE NOTED. 7. PROVIDE EXPANSION JOINTS WHERE CONCRETE FLAT WORK MEETS VERTICAL STRUCTURES SUCH AS WALLS CURBS STEPS AND BUILDING ELEMENTS. 8. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH A SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE 9. EXPANSION JOINTS IN CONCRETE WALKS SHALL BE LOCATED NOT MORE THAN TWENTY FEET (20'4' O.C.) MAXIMUM OR AS INDICATED ON THE PLANS. 10. VERIFY ALL JOINTING LAYOUTS FOR CONCRETE IN FIELD PRIOR TO IMPLEMENTATION. ALL CONTROL JOINTS IN CONCRETE TO SAW CUT UNLESS APPROVED BY LANDSCAPE ARCHITECT. 11. LAYOUT OF PROPOSED TRAILS TO BE STAKED OUT BY CONTRACTORS AND APPROVED BY LANDSCAPE ARCHITECT IN FIELD. GRADING NOTES 1. EXCAVATION, BACKFILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. 2. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT ALL TIMES. 3. ALL DESIGN CONTOURS AND PROPOSED ELEVATIONS INDICATED ARE TO FINISH GRADE UNLESS OTHERWISE NOTED 4. THE CONTRACTOR SHALL ACCOUNT FOR ALL IMPORTED SURFACE AND PLANTING MATERIALS IN DETERMINING EARTHWORK REQUIREMENTS 5. GRADING OPERATIONS MUST MINIMIZE THE POTENTIAL FOR EROSION. 6. NO GRADING, STOCKPILING OF MATERIALS, OR STAGING IS PERMITTED OUTSIDE THE LIMITS OF WORK. 7. PRIOR TO ROUGH GRADING THE SITE, THE CONTRACTOR MUST REMOVE ALL TOPSOIL IN AREAS TO BE DISTURBED AND STOCKPILE ON SITE FOR FUTURE USE. EXCESS TOPSOIL MUST BE REMOVED FROM THE SITE AFTER FINISH GRADING AT THE CONTRACTOR'S EXPENSE. 8. IF THE EARTHWORK FOR THE SITE IS ANTICIPATED TO PRODUCE AN EXCESS OF MATERIAL, THE CONTRACTOR MUST REMOVE ALL EXCESS MATERIAL FROM THE SITE AND DISPOSE OF IT AT THE CONTRACTOR'S EXPENSE. 9. NO TOPSOIL SHALL BE REMOVED FROM SEEDING AND/OR RESTORATION AREAS WITHOUT APPROVAL FROM THE LANDSCAPE ARCHITECT, 10. TOPSOIL COMPACTED BY CONSTRUCTION TRAFFIC IN SEEDING AND/ OR RESTORATION AREAS OF THE PROJECT SHALL BE LOOSENED UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. 11. COMPOST SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF EXISTING SOIL BY MEANS OF ROTO-TILLING AFTER CROSS -RIPPING. GROUND COVER & PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTO-TILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. 12. THE LANDSCAPE ARCHITECT MAY DIRECT ON SITE CHANGES TO THE GRADING TO SUIT ACTUAL FIELD CONDITIONS AND TO ACHIEVE DESIGN INTENT. SUCH CHANGES SHALL BE DONE AT THE NO INCREASE TO THE PRICE OF THE CONTRACTED WORK. 13. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES AND SANITARY CLEANOUTS MAY BE ADJUSTED AS NECESSARY TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. STORM WATER ROOF DRAIN LOCATIONS ARE BASED UPON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS ON FINAL ARCHITECTURAL PLANS. SEEDING NOTES 1. ALL SEEDED AREAS SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF TWO YEARS AFTER OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. SEED ALL DISTURBED AREAS NOT SPECIFICALLY DESIGNATED AS STRUCTURE, HARD SURFACE, PLANTING AREAS OR LAWN. 3. THE SEEDING CONTRACTOR MUST NOTIFY THE LANDSCAPE ARCHITECT OF THE PROPOSED SEEDING START DATE A MINIMUM OF ONE WEEK PRIOR TO SEEDING. 4. METHOD OF SEEDING AND SEEDING RATE SHALL BE AS LISTED ON SEEDING KEY. 5. NO SEEDING MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS THE CONTRACTOR, PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION, REQUESTS APPROVAL OF THE LANDSCAPE ARCHITECT. 6. THE SEEDING / RESTORATION CONTRACTOR SHALL KEEP NEWLY SEEDED AREAS WATERED FOR A MINIMUM OF 4 WEEKS OR UNTIL SEED IS 80% ESTABLISHED. SPRING SEEDING COMPLETED AFTER MAY 15TH MUST BE WATERED BY THE CONTRACTOR FOR AT LEAST 4 WEEKS, OR UNTIL AUGUST 15TH, WHICHEVER IS LONGER. THE SEEDING / RESTORATION CONTRACTOR MUST ALSO PROVIDE THE OWNER WITH A BID FOR INDIVIDUAL WATERING APPLICATIONS WITHIN THE TWO YEAR WARRANTY PERIOD FOR POTENTIAL WATERING DURING UNUSUALLY DRY PERIODS. 7. EROSION CONTROL MATTING MUST BE USED ON ALL SLOPES GREATER THAN 3: 1. 8. SEEDING IN RESTORATION AREAS WILL FOLLOW PROCEDURES LISTED IN "RESTORATION NOTES" 9. EROSION CONTROL MATTING IS REQUIRED IN RESTORATION AREAS SHALL BE INSTALLED BY THE SEEDING / RESTORATION CONTRACTOR. PLANTING NOTES 1. EXACT LOCATION OF PLANT AREAS AND MATERIALS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANTINGS TO EXACT LOCATIONS IN THE FIELD. 2. VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES ARE PROVIDED FOR REFERENCE ONLY. IF QUANTITIES ON PLANT LIST DIFFER FROM GRAPHIC INDICATIONS ON PLANS THEN THE GREATER NUMBER / QUANTITY SHALL PREVAIL. CONTRACTOR IS RESPONSIBLE FOR AN QU TIN TAKE OFFS AND SHALL PROVIDE FULL COVERAGE OF PLANTING AREAS AS INDICATED ON DRAWINGS. NOTIFY LANDSCAPE ARCHITECT OF ANY PLANTING DISCREPANCIES. 3. ALL PLANT MATERIAL SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER OWNER'S WRITTEN ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 4. LANDSCAPE ARCHITECT MUST APPROVE THE DECOMPACTED SUBGRADE AFTER DECOMPACTION WORK IS COMPLETE AND PRIOR TO TOPSOIL PLACEMENT. 5. PROVIDE 4 INCHES OF TOPSOIL FOR ALL LAWN TURF AREAS. PROVIDE A MINIMUM OF12 INCHES OF PLANTING SOIL MIX CONSISTING OF 1/3 TOPSOIL, 1/3 SAND, AND 1/3 COMPOST IN ALL SHRUB AND PERENNIAL BEDS. WHERE SHRUBS OR PERENNIALS ARE GROUPED, CREATE ONE CONTINUOUS PLANTING BED. LANDSCAPE ARCHITECT TO APPROVE TOPSOIL PRIOR TO SPREADING. CONTRACTOR MUST SUBMIT TESTING RESULTS AND FERTILIZER RECOMMENDATIONS. 6. ALL NEW TREE PLANTINGS AND EDGED PLANTING BEDS TO RECEIVE 3 INCH DEPTH OF DOUBLE- SHREDDED HARDWOOD MULCH. ALL NEW EDGED GROUNDCOVER PLANTING BEDS TO RECEIVE 3 INCH DEPTH OF PINE BARK MULCH. LANDSCAPE ARCHITECT TO APPROVE MULCH PRIOR TO INSTALLATION. 7. ALL PLANTING BEDS NOT CONTAINED BY STRUCTURES, CURB, OR PAVING MUST BE EDGED WITH METAL EDGING (ALUMINUM OR STEEL). 8. WHERE LAWN / SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD MUST BE HELD 1 INCH BELOW THE SURFACE ELEVATION OF THE PAVED SURFACE. 9. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. 10. STAKE ALL PROPOSED TREE LOCATIONS IN FIELD FOR APPROVAL PRIOR TO INSTALLATION. LANDSCAPE ARCHITECT RESERVES RIGHTS TO MAKE ADJUSTMENTS TO LOCATIONS PRIOR TO PLANTING. 11. ALL PROPOSED PLANTS SHALL BE STAKED AS SHOWN ON THE DRAWINGS AND/OR AS DIRECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING LOCATIONS OF PLANT MATERIAL PRIOR TO ANY DIGGING. LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF THE DELIVERY DATE FOR ALL PLANT MATERIAL. 12. PAINT OR STRING ALL NEW PLANTING AREAS AND LOCATIONS IN FIELD FOR LANDSCAPE ARCHITECT APPROVAL. ADJUSTMENT IN LOCATION OF PROPOSED PLANT MATERIAL MAY BE NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 13. ALL PLANT MATERIAL SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE WITH A PLASTIC TAG WHICH SHALL NOT BE R�MOVED PRIOR TO THE LANDSCAPE ARCHITECT'S APPROVAL. 14. ALL PLANTING STOCK SHALL MEET AND CONFORM TO "THE AMERICAN STANDARDS FOR NURSERY STOCK", ANSI, LATEST WRITTEN STANDARDS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR ALL PLANT MATERIAL. 15. AN INSPECTION TO APPROVE PLANT MATERIAL AT THE NURSERY SHALL OCCUR PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE 48 HOUR NOTIFICATION TO LANDSCAPE ARCHITECT. 16. ALL PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER FERTILIZER AS INDICATED MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. 17. ALL PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 18. WRAP ALL DECIDUOUS TREES FROM THE GROUND TO THE FIRST BRANCH. WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1ST, AND REMOVE ALL WRAPPING BETWEEN MAY 1ST AND JUNE 1ST, OR AS INSTRUCTED BY THE LANDSCAPE ARCHITECT. 19. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, LANDSCAPE CONTRACTOR SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT 20. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ANY SUBSTITUTION IS REQUIRED TO APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 21. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE PLANS. ALL PLANT MATERIAL SHALL MEET SIZE AND QUALITY STANDARDS AS INDICATED IN DOCUMENTS AND SHALL BE OF TOP QUALITY AND VIGOROUS HEALTH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT PLANTS NOT MEETING THESE STANDARDS. 22. ALIGN AND EQUALLY SPACE PLANTINGS IN ALL DIRECTIONS AS DESIGNATED ON THE PLANS. 23. FINISH GRADE OF PLANTING AREAS SHALL BE V BELOW ADJACENT PAVING OR SURFACING AREAS UNLESS OTHERWISE NOTED 24. ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 25. PRUNE NEWLY PLANTED TREES AND SHEAR NEWLY PLANTED HEDGES AS DIRECTED BY LANDSCAPE ARCHITECT. 26. PROTECT ALL NEW EVERGREEN PLANTINGS FROM WINTER BURN BY WRAPPING NEW PLANTINGS WITH BURLAP. MAINTAIN THROUGHOUT WARRANTY PERIOD. 27. TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 5 FEET OF EXISTING OR NEW PAVEMENT SURFACES. THE ROOT BARRIER SHALL BE PLACED ON THE SIDE OF THE TREE PIT CLOSEST TO THE IMPROVEMENTS. DO NOT ENCLOSE ROOT BALL FOR TREES WITH ROOT BARRIER. 28. ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT I NU FIBER EROSION CONTROL NETTING FRO M ROLLS. NETTING SHALL BE #CT-125 A MANUFACTURED S E BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. 29. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION UPON COMPLETION OF ALL PLANTING WORK 30. PLANTING IN SEEDING AND/OR RESTORATION AREAS WILL FOLLOW PROCEDURES LISTED IN "SEEDING NOTES" AND "RESTORATION NOTES" 31. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL NEW PLANTING AREAS OF PROJECT UNTIL SUBSTANTIAL COMPLETION OF PROJECT. 32. AT THE TIME OF FINAL INSPECTION ALL PLANT MATERIAL SHALL BE IN HEALTHY, VIGOROUS GROWING CONDITION, PLANTED IN FULL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. IRRIGATION NOTES 1. IRRIGATION SYSTEM TO BE DESIGN / BUILD. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE COVERAGE FOR ALL PLANTING AREAS SHOWN ON THE PLAN. LOW VOLUME EQUIPMENT SHALL PROVIDE SUFFICIENT WATER FOR PLAN GROWTH WITH A MINIMUM WATER LOSS DUE TO WATER RUN OFF. IRRIGATION SYSTEM SHALL USE HIGH QUALITY, AUTOMATIC CONTROL VALVES, CONTROLLERS AND OTHER NECESSARY IRRIGATION EQUIPMENT. ALL COMPONENTS SHALL BE NON -CORROSIVE MATERIALS. ALL DRIP SYSTEMS SHALL BE ADEQUATELY FILTERED AND REGULATED PER THE MANUFACTURER'S RECOMMENDED DESIGN PARAMETERS. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM PRIOR TO INSTALLATION. 2. IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3. IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS(WHEREVER P RAIN SENSORS AN OSSIBLE , MULTI -PR GRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. 4. ALL LAWN, PLANTING AREAS AND NEW TREE PLANTINGS WITHIN PROPERTY LIMITS MUST BE IRRIGATED, UNLESS OTHERWISE NOTED. NEW SEEDING AND / OR RESTORATION AREAS TO BE IRRIGATED SEPARATELY AS INDICATED ON DRAWINGS. 5. ALL NEW PLANTING BEDS, NEW TREE PLANTINGS, GREEN ROOFS AND CONTAINER PLANTINGS TO RECEIVE DRIP LINE EMITTER IRRIGATION. ALL TURF / LAWN, SEEDED AND / OR RESTORATION AREAS TO RECEIVE OVERHEAD SPRAY IRRIGATION. 6. PROPOSED IRRIGATION LAYOUTS AND MATERIAL LISTS MUST BE SUBMITTED WITH BIDS. ACCEPTABLE PRODUCT MANUFACTURERS INCLUDE RAINBIRD, TORO, AND NETAFIM. THE IRRIGATION CONTROLLER SHALL BE SIZED TO ACCOMMODATE ALL PROPOSED ZONES, INCLUDING ANY AREAS INDICATED AS FUTURE IRRIGATION, AND SHALL BE FULLY AUTOMATIC WITH A VOLATILE MEMORY CHIP. 7. IRRIGATION CONTRACTOR MUST VERIFY THE LOCATION OF ALL IRRIGATION SLEEVES. IF ADDITIONAL SLEEVING IS REQUIRED, IRRIGATION CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. ONLY TRENCHLESS METHODS WILL BE APPROVED AFTER PAVING IS COMPLETED. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE IRRIGATION SYSTEM FROM THE POINT OF CONNECTION AT THE COLD WATER STUB OUT LINE(S) FROM THE BUILDING. THE STUB OUT(S) FROM THE BUILDING, THE BACKFLOW PREVENTER, AND OTHER CODE REQUIRED PLUMBING ELEMENTS MUST BE PROVIDED BY A LICENSED MECHANICAL CONTRACTOR. 9. THE IRRIGATION CONTRACTOR MUST INSTALL THE IRRIGATION CONTROL PANEL IN THE LOCATION INDICATED ON THE DRAWINGS OR AS APPROVED BY THE OWNER / LANDSCAPE ARCHITECT. COORDINATE LOCATION W/ APPLICABLE TRADES. 10. THE IRRIGATION CONTRACTOR MUST PROVIDE OPERATIONS AND MAINTENANCE MANUALS AND ON -SITE INSTRUCTION TO THE OWNER IN THE SYSTEM OPERATION. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INITIAL SYSTEM STARTUP, WINTERIZATION FOR THE FIRST WINTER, AND STARTUP THE FOLLOWING SPRING. 11. IRRIGATION CONTRACTOR SHALL INCLUDE IRRIGATION COVERAGE FOR ALL SEEDING / RESTORATION AREAS UNLESS OTHERWISE 1 NDICATED. IRRIGATION CONTRACTOR SHALL COORDINATE WITH SEEDING / RESTORATION CONTRACTOR REGARDING IRRIGATION SYSTEM SCHEDULE AND IRRIGATION NEEDS IN RESTORATION AREAS. 12. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. STAKED LOCATIONS SHALL BE SPACED TO PROVIDE HEAD -TO -HEAD COVERAGE. 13. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE OF AREAS TO BE IRRIGATED UNLESS OTHERWISE INDICATED. 14. ADJUST IRRIGATION SYSTEM LAYOUT FOR ANY VERTICAL OBSTRUCTIONS OR INTERFERENCE. DO NOT OVERSPRAY ONTO WALKS, ROADWAYS, WALLS, FENCES AND / OR BUILDING STRUCTURES. 15. IRRIGATION SYSTEM SHALL BE BASED ON MINIMUM PRESSURE AND MAXIMUM FLOW DEMAND. VERIFY WATER PRESSURE BEFORE START OF CONSTRUCTION. REPORT ANY DIFFERENCES IN WATER PRESSURE READINGS AT IRRIGATION POINT OF CONNECTION PRIOR TO COMMENCING WITH IMPLEMENTATION OF IRRIGATION SYSTEM. 16. IF EXISTING IRRIGATION SYSTEM IS TO BE RETAINED FOR REUSE CONTRACTOR SHALL PROPOSE ALL REQUIRED ADDITIONS TO EXISTING SYSTEM NECESSARY TO OBTAIN FULL COVERAGE OF ALL LANDSCAPE WORK AS INDICATED ON DRAWINGS AND PROVIDE A DESIGN BUILD DRAWING IDENTIFYING EXISTING AND PROPOSED IRRIGATION SYSTEM COMPONENTS FOR INSTALLATION. 17. PROVIDE AS -BUILT DRAWING OF FINAL IRRIGATION SYSTEM TO OWNER / LANDSCAPE ARCHITECT FOR THEIR RECORDS. UPON COMPLETION OF INSTALLATION OF IRRIGATION SY STEM IRRIGATION CONTRACTOR SHALL PROVIDE THE FOLLOWING: ACCURATE AND COMPLETE "AS BUILT' PLANS OF IRRIGATION SYSTEM INCLUDING 8-1/2"xl1" ZONE MAP TO BE PLACED INSIDE EACH CONTROLLER BOX. A LOG ON ALL WATER WINDOWS. RUN OF TRAINING TO OWNER ON ISYSTEM AND CONTROLLER 1. _ACM TYPE OF HEAD AND ONE OF EACH TYPE OF VALVE INSTF REVIEW WINTERIZATION PROCEDUF IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. SITE LIGHTING NOTES 1. THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRE FIXTURES ONLY. POWER SYSTEMS, CONDUIT, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. EXTERIOR LIGHTING TYPES SHALL CONSIST PRIMARILY OF LOW VOLTAGE LANDSCAPE LIGHTING UNLESS OTHERWISE NOTED. 2. ALL LANDSCAPE LIGHTING AND THEIR COMPONENTS SHALL MEET THE UL1838 GOVERNING STANDARDS. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY LIGHTING LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES OR OTHER STRUCTURES. 4, COORDINATE PROPOSED POWER SOURCES FOR ALL SITE LIGHTING ELEMENTS AND THEIR LOCATIONS. 5. COORDINATE SWITCHING AND CONTROLS SYSTEMS FOR EXTERIOR LIGHTING WITH OWNER, LANDSCAPE ARCHITECT. VERIFY ALL SWITCH LOCATIONS ON SITE PRIOR TO INSTALLATION. 6. INSTALL LIGHT FIXTURES PER MANUFACTURER'S RECOMMENDATIONS AND PER LOCAL, STATE, AND NATIONAL REGULATIONS. 7. ALL LIGHTING IN PAVEMENT AND HARDSCAPE TO BE CORE DRILLED. VERIFY FINAL LOCATIONS IN HARDSCAPE AREAS PRIOR TO DRILLING.. 8. ALL LIGHT POLE BASES SHALL BE DESIGNED AND SIGNED OFF BY STRUCTURAL ENGINEER. 9. ALL ELECTRICAL JUNCTION BOXES FOR EXTERIOR LIGHTS SHALL BE LOCATED IN PLANTING AREAS OR OTHER DISCRETE LOCATIONS AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. ALL TRANSFORMERS SHOULD BE SIZED TO ALLOW FOR ANY FUTURE INCREASE IN SYSTEM LOAD, AS WELL AS THE RESISTIVE VALUES ASSOCIATED WITH LONGER CABLE RUN DISTANCES AND THE USE OF VOLTAGE TAPS GREATER THAN 12-VOLT. INSTALL TRANSFORMERS PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL 120-VOLT ELECTRICAL WORK SHOULD BE PERFORMED BY A LICENSED ELECTRICIAN UNLESS OTHERWISE SPECIFIED BY LAW. REFER TO ALL NEC AND ALL LOCAL CODES FOR ADDITIONAL DETAILS. 12. ALL EXTERIOR RECEPTACLE BOXES SHOULD BE G.F.C.I: PROTECTED FOR USE WITH TRANSFORMERS THAT UTILIZE A PLUG-IN CORD. ALL RECEPTACLE BOXES SHOULD UTILIZE AN "IN -USE" OR "BUBBLE' TYPE RECEPTACLE COVER TO PROTECT IT FROM WATER ENTRY. 13. ALL RECEPTACLES, LOW VOLTAGE TRANSFORMERS, AND FIXTURES CANNOT BE LOCATED WITHIN 10 FEET OF ANY WATER SOURCE THAT WOULD BE NORMALLY OCCUPIED BY HUMANS. 14. EXTERIOR LIGHTING SYSTEM SHALL CONNECT TO EITHER PHOTOCELL OR ASTRONOMICAL TIMER. VERIFY FINAL LIGHTING CONTROLS WITH OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. RESTORATION NOTES 1. ALL EXOTICS, INVASIVE AND UNDESIRED TALL NATIVE SPECIES TARGETED FOR REMOVAL WILL BE REMOVED BY HAND OR SPRAYED WITH APPROVED HERBICIDE. THIS WORK SHALL BEGIN DURING THE FIRST STAGES OF CONSTRUCTION AND EXTEND THROUGH THE MANAGEMENT PERIOD. 2. LANDSCAPE ARCHITECT MUST APPROVE MANAGEMENT STRATEGY OF NATIVE SPECIES TO BE LEFT AND MANAGED ON SITE. 3. RESTORATION PLANTING AND SEEDING SHALL BEGIN AFTER ALL CONSTRUCTION AND TREE PLANTING WORK IS COMPLETE AND THE IRRIGATION SYSTEM INSTALLED BY OTHERS IS IN PLACE. 4. RESTORATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE PLANTING AND SEEDING START DATE A MINIMUM OF ONE WEEK PRIOR TO SEEDING AND PLANTING. 5. SALVAGED TOPSOIL APPROVED BY THE RESTORATION CONTRACTOR WILL BE SPREAD ONLY ON AREAS CLEARED OF TOPSOIL DURING CONSTRUCTION. APPROVED TOPSOIL WILL ONLY BE SPREAD TO THE ORIGINAL GRADE OR GRADE APPROVED BY THE LANDSCAPE ARCHITECT. 6. SEVERELY COMPACTED SOIL CAUSED BY CONSTRUCTION TRAFFIC SHALL BE LOOSENED TO ORIGINAL GRADE BY OTHERS. MINOR COMPACTION SHALL BE LOOSENED BY RESTORATION CONTRACTOR TO ORIGINAL GRADE OR GRADE APPROVED BY THE LANDSCAPE ARCHITECT. 7. SEEDING SHALL BE HAND BROADCAST AND RAKED EITHER BY HAND OR WITH A DRAG HARROW. 8. ALL PLANT MATERIAL SHALL BE WARRANTED BY THE RESTORATION CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER OWNER'S WRITTEN ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO THE OWNER'S WRITTEN ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. SEEDED AND SODDED AREAS SHALL BE WATERED WITH THE IRRIGATION SYSTEM PNSTALLED BY OTHERS) FOR A MINIMUM OF OUR WEEKS OR UNTIL SEED IS ESTABLISHED. ALL WATERING ASSUMES A SYSTEM COVERING ALL RESTORATION AREAS IS IN PLACE AND RESTORATION CONTRACTOR HAS CONTROL OVER WATERING SCHEDULE FOR RESTORATION AREAS. 10. PLANTINGS SHALL BE PLACED ACCORDING TO SPECIFIC ZONE SECTION NEEDS AND NOT ACCORDING TO A FIXED PATTERN. ON -CENTER GOALS ARE ON AVERAGE. 11. LANDSCAPE ARCHITECT MUST APPROVE C C US RO ALL SEEDING LOCATIONS PRIOR TO SEEDING. 12. NO FERTILIZER OR SOIL AMENDMENTS ARE REQUIRED IN THE RESTORATION AREAS UNLESS DEEMED NECESSARY BY THE RESTORATION CONTRACTOR. 13. RESTORATION CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION UPON COMPLETION OF ALL RESTORATION SEEDING AND PLANTING WORK. WARRANTY 1. ALL HARDSCAPE AND PAVING AREAS TO BE WARRANTED FOR 1 YEAR AFTER OWNER ACCEPTANCE. 2. ALL PLANT MATERIAL TO BE WARRANTED FOR 1 YEAR AFTER OWNER ACCEPTANCE. AN INSPECTION OF PLANT MATERIAL WILL OCCUR AFTER THE FIRST YEAR FOLLOWING SUBSTANTIAL COMPLETION / OWNER ACCEPTANCE. THE LANDSCAPE ARCHITECT SHALL NOTIFY THE CONTRACTORS OF INSPECTION DATE. REPLACEMENTS MAYBE REQUIRED AT THIS TIME. REPLACEMENTS SHALL BE PLANTED WITHIN 30 DAYS FROM THE DATE OF INSPECTION UNLESS OTHERWISE DIRECTED IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES. LANDSCAPE STRUCTURAL NOTES 1. BUILDING CODE: CONFORM TO LATEST EDITION OF STATE BUILDING CODE AND INTERNATIONAL BUILDING CODE (IBC). 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. TRAVIS VAN LIERE STUDIO 3. THE DRAWINGS HEREIN REPRESENT THE LANDSCAPE ARCHITECTURE FINISHED STRUCTURE. DURING ERECTION OF THE STRUCTURE, THE CONTRACTOR SHALL 211 1ST STREET NORTH, SUITE 350 BE SOLELY RESPONSIBLE FOR TEMPORARY MINNEAPOLIS, MN 65401 SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS ARE IN PLACE. 4. FOOTINGS AND SOIL DATA: 4.1. SOIL PARAMETERS ARE ASSUMED FOR THE DESIGN OF THE RETAINING WALLS FOR THE FOLLOWING: 4.1.a. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF. 4.1.b. LATERAL SOIL PRESSURES (EQUIVALENT FLUID PRESSURE) 45 PCF. 4.2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ON COMPACTED, ENGINEERED FILL. ALL SUBGRADE SHALL BE PREPARED AND COMPACTED ACCORDING TO THE RECOMMENDATIONS PROVIDED BY A GEOTECHNICAL ENGINEER. 5. ALL TOPSOIL, FILL AND OTHER UNSUITABLE BEARING MATERIAL SHALL BE REMOVED. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATED AREA TO ENSURE ALL MATERIALS REQUIRING REMOVAL HAVE BEEN REMOVED AND TO VERIFY THE SOIL BEARING CAPACITY USED FOR DESIGN PRIOR TO CONCRETE PLACEMENT. 6. EMBEDMENT DEPTH FROM EXTERIOR GRADE TO BOTTOM OF FOOTING SHALL NOT BE LESS THAN 5-0". BOTTOM OF FOOTING ELEVATION SHALL BE LOWERED AS REQUIRED TO MEET THIS MINIMUM. 7. ALL RETAINING WALLS SHALL HAVE A MINIMUM OF 12 INCHES OF FREE -DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL, UNLESS NOTED OTHERWISE. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 40 FEET OR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT UNLESS OTHERWISE INDICATED. 8. MUD SLABS, FOOTINGS OR SLABS SHALL NOT BE PLACED ONTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE OR PROPER DEPTH OF BURY. 9, DO NOT UNDERMINE EXISTING FOUNDATIONS. 10. REINFORCED CONCRETE: 10.1. DESIGN CODE: USE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318), LATEST ADOPTION 10.2. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301 USING THE FOLLOWING PARAMETERS: 10.2.a. PORTLAND CEMENT CONFORMING TO ASTM C150 OR C595. 10.2.b. AGGREGATE CONFORMING TO ASTM C33. 10.2.c. ADMIXTURES CONFORMING TO ASTM C494, C1017, AND C260. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. 10.2.d. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. 11. REINFORCING STEEL 11.1. BARS -ASTM A615, GR. 60 11.2. PLACEMENT OF CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI AND CRSI STANDARDS. 11.3. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED OR ACCEPTED BY THE ENGINEER. 11.4. PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO WALL HORIZONTAL REINFORCEMENT UNLESS OTHERWISE DETAILED. 12. COLD WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 306. 13. HOT WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 305. 14, PROVIDE 32 BAR DIAMETER LAP LENGTHS FOR WALL FOOTINGS UNLESS NOTED OTHERWISE. FOR OTHER LAP LENGTHS PROVIDE CLASS B LAP SPLICES IN ACCORDANCE WITH ACI 318. 15. BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO ENSURE COMPLIANCE WITH MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC PLASTIC TIPPED EPDXY COATED OR STAINLESS STEEL FOR 0 UNCOATED STEEL. BAR SUPPORTS FOR COATED STEEL SHALL BE PLASTIC, PLASTIC COATED OR EPDXY COATED. 16. CONCRETE MIX DESIGN(S) SHALL BE SUBMITTED TO ENGINEER/ARCHITECT FOR REVIEW, 17. PROVIDE REINFORCING STEEL SHOP DRAWINGS TO ENGINEER / LANDSCAPE ARCHITECT FOR REVIEW / APPROVAL. 18. MATERIAL STRENGTHS: COMPRESSIVE MAX MAX WATER DESCRIPTION STRENGTH(b) AGGREGATE SLUMP TO CEMENT RATIOS AT 28 DAYS SIZE WCP FOOTINGS 3,0D0 PSI II/r 4"31- 0.57 RETAINING WALLS (5% AIR 000 PSI 3N" 4-S 1" 0.45 ENTRAINED) 1 / TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE i 1.5% 2/ PRIOR TO THE ADDITION OF PLASTICIZER OR HIGH -RANGE WATER -REDUCER 1 / TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE t 1.5% It 612 345 4275 B R U N E R RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N , MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �q_ TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev# Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing. GENERAL NOTES Drawn By: Date: Scale: Sheet: DJ 1211812020 NIA L001 / s r cf / �VIO �PT)j `-SITE BENCHMARK.' S VdI�E o6 p \ TOP NUT OF HYDRANT / w O� GGT g0- ELEV=956.39 FT (NGVD 29) N 6 C3o FG15 52 E o � 3° / (g W 5 o a \\ PLEASANT \ a Z 46 \ a �T� T T \ L -A Q \ e a \ \ I I \\1 a o S \ T O C K a A �, � V G \ 11 6 \ NPNG �� •• Z�\ "OcP Or) c01R u0T Ev V E 0R SRNEoo5G10- RSEgN0JD9 00\Eg26\ No \ \ G LOT 2 �• . p9 I E _ I I \ t \ \�• �� PPG �RP�E�''N �' \ ,g�PREP ME TF SUR C) \ 8 9so •. � '� 0� 7 F i r ,s------------'� o I 40, �A, \\\ i ♦ ♦ /// ��♦♦ ♦ i \\ C) SI E W y /000000 / x / `--ORDINARY HIGH WATER ELEVATION=896.3 (PER MN. D.N.R. ) / TOE OF SLOPE LIES APPRJXIMATELY AT THE 399 CONTOUR \ / ♦ 5 / / (EXCEPT AT DOCK) --SHORELINE OF -0TU5 LAKE AS LOCATED ON ;UST 28, 2019 ELEV.=896.0 (NGVD 29) APPROXIMATE LOCATION OF SANITARY ---,LOTUS LAKE SEWER PER EGAN, FIELD & NOWAK INC. FILE RECORDS / GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1 EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE -SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY- SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUNER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S SE N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 1 TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: EXISTING INCOMING SURVEY Drawn By: DJ Date: 12/18/2020 Scale: 1" =16' EXISTING INCOMING SURVEY N 0 8' 32' S inch =16 f fee Sheet: L009 3 v 0 0 LLl U z cc 2 U) CD z 0 0 w U z W V) w of of w z m XO m EL O of F w of a in i> rn v x � O � N 2 O O N c Y N U � j O U Y N U C C O U o� d N N cN N co ? a T5 MQ u v= m EXISTING CONDITIONS AND REMOVALS PLAN TRAFFIC FLOW s—� -S 5__s-as-HORS TrP. E`SH CEO URVE � TRAFFIC FLOW \ \ \ 9 V A � x� �� A�� ,� R 1 �` x `� y�^fi S0� \ 0 YA / /� gam• — 1 TVP'Al —9'46 --� 1 94 \ i \/�� T — i —94` — 4 '�� f —/— — \ V- \v 94� / / > 43 / / i 9A{ R•% /-9 1 �/ / iA7/�)\� �/ �� mud /• —�' / /k/ice/— —'_�,t 1f — — 93;7 / � - , __gay x►�i ,- NEIGHBORI STRUCTUR%/ } l / j j / // i o,A O R 1 EXISTING GARAGE REFER TO ARCH 93633 �D a / R-5 �� g�6 i935 EXISTING HOUSE / REFER TO ARCH 937.08 ��g$8\ fi �/1 2)" FE 9 J2Z� wry,' R-5 / Exls NGPORCH 926.90 \ ��/j �\ R-2 e°vE/ B�FFE / 2� 1 �J I NEIGHBORING I— / �— C/ y1 STRUCTURE Al R-2/ i�21 >r' `•�'A} 2 420 < ,928—/) i.�� R 2 // / \\lIo'c / 927 77 �y \ R-5 \ W ri �924��x'�� x / / // .\� y c'yg13—� IL — O /9 / / / / y 1 / ✓ /i 908 ' — it- >q`yr///� / 1� /// // / �� // /(/J� ��(/fit 1gp6_= Wit.--- 7L \/ 901 ----� ---- —Y/•�•op �:•�/\/'//�j -0 — _ _ �:•i• / / .GARDEN i ��. i gO�J / 0-ON / ►'�—�—�'�/ �'/ice/ //°�900 �� —' SS EASEMENT • //� i� 1 ov" l T r , LOTUS LAKE O.H.W.: 896.30 GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET 1-010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION, 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. �) KEYNOTES ' EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY- SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS KCIVI tT�FLF3(I�1 LAKESIDE PAVING AND DECK R1 EXISTING BITUMINOUS DRIVE TO BE REMOVED R2 EXISTING SITE WALL TO BE REMOVED R3 EXISTING PAVING TO BE REMOVED R4 EXISTING DECK TO BE REMOVED R5 EXISTING TREE TO BE REMOVED 0 8' 32' SCALE: 1 inc6 f —ee TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUN ER RESIDENCE 6 6 0 9 H O R SE S H O E C U R V E C H A N H A S S E N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. 0 Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 1 12/18/2020 Drawing: EXISTING CONDITIONS AND REMOVALS PLAN Drawn By: DJ Date: 12/1812020 Scale: 1" =16' Sheet: L010 GENERAL NOTES �/ S-- �—s s \ \ 1 54 911 , g Ar I / > 1 / < \943 942 l + jOXJ , 941 I I 1 940 / — —_ 1_ / I rn / N1 / ) 1 / / p 5 / after 19�13\— 2 � / -1- / Ir/i� 18I\ f r fix/ XL /926 //�/ <—} i�'� �� / '\9 '\� 901 --r�— II '\ / / % / / / / /i / _ �O y-. / 1 SS EASEMENT' 1 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE WI PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. O KEYNOTES 1' EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, K REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK EXISTING HARDCOVER EXISTING HOUSE 2,985 s.f. EXISTING DRIVEWAY 2,684 s.f. EXISTING PAVING 305 s.f. EXISTING WALLS 403 s.f. AREA OF PROPERTY 27,878 s.f. EXISTING HARDCOVER AREA 6,377 s.f. EXISTING HARDCOVER 23% HARDCOVER I PROPERTY AREA RATIO ALLOWED BY CODE 25% PROPOSED HARDCOVER PROPOSED DRIVEWAY + AUTOCOURT 3,038 s.f. PROPOSED AGGREGATE EDGING 157 s.f. PROPOSED WALLS 16 s.f. AREA OF PROPERTY 27,878 s.f. PROPOSED HARDCOVER AREA 6,140 s.f. PROPOSED HARDCOVER 22% HARDCOVER / PROPERTY AREA RATIO ALLOWED BY CODE 25% TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 B R U N E R RES I D E N C E 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. 0 Copyright 2021 Travis Van Liens Studio, LLC. All rights reserved I hereby certify, that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. V--q, TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing. OVERLAY DIAGRAM Drawn By: DJ Date: 1211812020 Scale: 1" =16' OVERLAY DIAGRAM 0 6' 32' SCALE: finch =16 f feet Sheet: L011 3 a 0 w U z Q z 0 z z 0 0 W U z W 0 m It of w z m O m a- ir O F- w O a J Q x � 2 O N C4 0 U � 7 � O N Y � t C C N � N O 22 N C so ? v d d o�> m n = N N N SITE PLAN s— ----- 2 =r r � r TRAFFIC FLOW RSESHOE CURVE _ TRAFFIC FLOW —` vl v v v v v -PROPERTY LINE-+. < + y ��\ _ ` — 10' FgONT YARD SET�ACIF�—� y .� f' \I \ --ZL \ \ / 19 Lu — f /Al) _ 9 zk4/'94,1 NEIGHBORI STRUCTUR 2 13' 35 • _ Q cif / I - 411�-5� Tye 0 i (— —43'0C wEXISTI GARAGE q • M), -- EQ. -- REFE OARCH 3 7' 20-5 13,_6„ 10'-7° Q 1 / L501 `Q C Ao 112'-8" 35 (. � I ��XISiiNG HO 3 v REFER TO ARCH L501 8 }I +'^ 2 s(01 pa-- fi I / �0/ 2'_TYP'.'.�'��(� G PORCH 9/l__ z690 _ 6' 4 / I vE lI BFFE k • J IGHBORING S RUCTURE O Q ................. <L/.{ j Q- 1 — — 9 — / / — °•"8°00000000 °$ 'o.. l` I / y / 4. Lu —_9 T \ _r \, /g9N1//// 899-- --- __J}—P 31/ H— 1 GARDEN/0� /' / / / /�� 5 5 SS EASEMENT � / �g� / ceA-0 LOTUS LAKE nuIA►•Qaazn I J GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION, ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. 0 KEYNOTES 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK ❑ SHEET NOTES 1. REPLACE CURB -CUT FOR EXISTING DRIVE APRON 2. INSTALL NEW CURB CUT FOR DRIVEWAY PER CITY STANDARDS 3. SLOT DRAIN @ GARAGE THRESHOLD 4. P.O.B. AT NORTHWEST CORNER OF GARAGE LEGEND ( x I � 0 EXISTING TREE TO BE SAVED AND PROTECTED DECID. CONIF. ORNM. OO PROPOSED NEW TREE DECID. CONIF. ORNM. ® CONTOUR ELEVATION EXISTING CONTOURS PROPOSED CONTOURS x 000.00 EXISTING SPOT ELEVATION POB POINT OF BEGINNING •• PROPERTYLINE — — — — — SETBACK — oRw — ORDINARY HIGH WATER MARK T� TRAFFIC FLOWARROW FLOW 0 8' 32' SCALE: finch =16 f feet TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 360 MINNEAPOLIS, MN 65401 t 612 345 4275 B R U N E R RESIDENCE 6 6 0 9 H O IRS E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOTE: NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2 21 Drawing: SITE PLAN Drawn By: DJ Date: 12/18/2020 Scale: 1" = 16' Sheet: L101 Lu z a U) U' z 0 0 N W 0 z W 0 rn W of of W z m 0 m 0- 0 O F- U W 0 o_ �¢ o ' a N n O N Y N U � 6 Y N U C 'C iD A � N � N NN N y C m m N N m GRADING AND DRAINAGE PLAN TRAFFIC FLOW- -s_s_s------ 5 HORSESHOE CURVE TVP TRAFFIC FLOW It •^ri ; µ-i t _ \�� '� _ s4 " -PROPERTY LINE-r - • \ , i * v�. �rn� Sp ® 0' FRONT YARD _ 0� ' 1 rvP' LyY a' yv 4+ { l /__ \ =9 95 9k4/\/ -- — gas — I /� \ r ( — 9 j — 9�l 9 0937 �' n / NEIGHBORI I x/ 6 + — — - --- STRUCTUR 3633 I \ / 9 RIM i /g O I c / L602 8 L602 / 2 EXISTI GARAGE 9/DO REF TO ARCH 1 / 6.33 I q 4 J / T2� /o TO .936 36.33 361M3 I — 2. 35 934.00 J / / BOW 934.2 DN` AC 9 935.50J � TO 1 9S�/ TOS / / IS HO dig / REFERTOARCH V 937.08 co 933.75 F� FE Iry TOS L/ I 1�.00{/ 926.90 ' 1 EXIS G PORCH �_ 926RI 5 5. 5 932.00 ' / BFFE J IGHBORING TO � / 2 /' S RUCTURE / \ L612 1 BEYOND a _ 9 1 O 9302$ ® 1 ( 9 TOS \' L602 Xr I 928.50 �' 1 / BOIS `ice J g 'r 1 BOD 8 / 92617 / O L609 L 4 926.75— /— _'9EYOW j - — — ,-- 918 \ CI- 77 �YLG�� i ,9246 x B �wJ / k / / /� `1 L0O g2V— �/ /k r�/ // // \ s_,a._ 50 / LU d — ui / L603 /i 907 5.7 90 /gq�1' ixi/1/ (s ¢- 901 - 9.92 �� / / �G 16 —1' <BOD 1 — — — 9 ""��/�////p — — — — — //''vnLDFLOVYtK \� / / / / / ' / DHw GARDEN i t- 9� � I SS EASEMENT g 8/ ° 1 \ LOTUS LAKE O.H.W.: 896.30 GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS, WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT, Ij KEYNOTES 1' EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS 5. FOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK LEGEND q• EXISTING TREE TO BE SAVED AND PROTECTED / LyV JJ DECID. CONIF. ORNM. OO PROPOSED NEW TREE DECID. CONIF. ORNM. 0 0 NEW PERENNIAL/ANNUAL PERENNIAL GRASS ® CONTOUR ELEVATION —'tom EXISTING CONTOURS PROPOSED CONTOURS x 000.00 EXISTING SPOT ELEVATION + LOCN PROPOSED SPOT ELEVATION XXX% SLOPE-AT-SURFACE/DRAINAGE FLOW ARROW ' POB POINT OF BEGINNING — •• PROPERTY LINE — — — — — SETBACK ORDINARY HIGH WATER MARK ,TRAFFIC TRAFFIC FLOW ARROW FLp UP . DN 8 STAIR D POINT OF ENTRY AT BUILDING cD RD AD CATCH BASIN, ROOF DRAIN, OR AREA DRAIN — — —�� — DRAIN TILE Standard Erosion Control Notes for RPBCWD Lavelopmalrt Reviews C17he erosion control plan must include the following notes: a. Natural topography and soil conditions must be protected, including retention onsite of native topsoil to the greatest extent possible. b. Additional measures, such as hydraulic mulching and other practices az specified by the District must be used on slopes of 3:1 (H:V) or steeper to provide adequate stabilization. c. Final site stabilization measures must specify that at least six inches of topsoil or organic matter be spread and incorporated into the underlying sell during final site treatment wherever topsoil has been removed. J. Construction site waste such as discarded building materials, concrete truck washout, chemicals, litter and sanitary waste must be properly managed. e. All temporary erosion and sediment control BMPs must be maintained until completion of construction and vegetation is established sufficiently to ensure stability of the site, as determined by the District. f. All temporary erosion and sediment control BMPs must be removed upon final stabilization. g. Soil surfaces compacted during construction and remaining pervious upo,, completion of construction must be decompacted to achieve a soil compaction testing pressure of less than 1,400 kilopascals or 200 pounds per square inch in the upper 12 inches of the soil profile while taking care to protect utilities, tree roots, and other existing vegetation. h. All disturbed areas must be stabilized within 7 calendar days after land -disturbing work has temporarily or permanently ceased on a property that drains to an impaired water, within 14 days elsewhere. I. The permittee must, at a minimum, inspect, maintain and repair all disturbed surfaces and all erosion and sediment control facilities and soil stabilization measures every day work is performed on the site and at least weekly until land -disturbing activity has ceased. Thereafter, the permittee must perform these responsibilities at least weekly until vegetative cover is established. The permittee will maintain a log of activities under this section for inspection by the District on request. AIS Note for RPBCWD Development Reviews (Rules B, D, E, F, G) Activities must be conducted so as to minimize the potential transfer of aquatic invasive species (e.g., zebra mussels, Eurasian watermilfoil, etc.) to the maximum extent possible. 0 8' 32' Sinch =16 f fee TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUNER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C HA N H A S SE N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 112312018 NOTE: NOT FOR CONSTRUCTION Rev # I Description I Date VARIANCE APPLICATION 12/18/2020 ARIANCE APPLICATION REVISIONS 1 5/4/2021 Drawing' GRADING AND DRAINAGE PLAN Drawn By: DJ Date: 12/1812020 Scale: 1" =16' Sheet: L201 W—� TRAFFIC FLOW w --5�— ----w�_w—__ —S— S_5__S w 3 s ORS ESH EO CURVE w-- w C G-s V 1 TYP. TRAFFIC FLOW G�—G G c G rh —A- 1' _ \ _ I -PROPERTY LINE+' / < + 4L �� 9Sp — — — 10' FRONT YARD SETBACK-,— \ a 1 rP- a 6_? AS l � y �� — G r 1 n_ 4 - f ��l "`y4/� BP / �� ')Gv 2 42 9, ��t + L607 — _ I4 BP NEIGHBORI 3 _ — — �� \, / ✓ i STRUCTUR AS / / g� 2 / / / BP / 2i EXISTING GARAGE "7 FIEFER TO ARCH / zA L607TyD / P 93633 1 / I AB i ON AC EXISTING HOUSE REFER TO ARCH 2 �{ 937.08 AS -r' - �� 1 , FFE �. ry 0/ SH 40 j/ I EXISTING PORCH: 9/\ 2s 90 7 -Z ABOVE / 1BFFE L607 -' JNEIGHBORING STRUCTURE - - — BP 20 -- _ 7 < �y' �_ ( _ _ 928- iiif i c 926 4 11 5 - ✓ i / �C /. _ �i 3— L La BP imp—�� < + y> � �`�'/�� '� },,92© � -' ii '` /%ice ice✓ �� L��vS LLf'/�,w\-- d SIP — / BP G--- 2 /\, h i/ 1 /i\_ -=- _ — k/ Z ,l + ��_ DFLOWtHg H -oH - - GARDEN �./i �� i ? ! /l J �� OJ� / `� i ✓ SS EASEMENT \ v / / / 1 -. LOTUS LAKE O.H.W.:896.30 — J GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE W/ PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010, EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT, KEYNOTES EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3. EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. EXISTING DOCK BY OWNER, REORIENT TO ALIGN WITH PATH, STAIRS <_EOEN[TJOOTPRINT OF EXISTING LAKESIDE PAVING AND DECK EXISTING TREE TO BE SAVED AND PROTECTED \ / J DECID, LCONIF. ORNM. O I(D PROPOSED NEW TREE DECID. CONIF. ORNM, (9x� CONTOUR ELEVATION - — -":4_ , EXISTING CONTOURS PROPOSED CONTOURS x 000.00 EXISTING SPOT ELEVATION POB POINT OF BEGINNING •• PROPERTY LINE — — — — — SETBACK — OHW ORDINARY HIGH WATER MARK TRpy�/AFFIC TRAFFIC FLOW ARROW FLU N • OV STAIR D POINT OF ENTRY AT BUILDING an PLANT SCHEDULE TREES KEY NAME QTY SIZE Abies balsamea AB BALSAM FIR 9 EA. 14 (H) B+B BP Betula populifolia'Whitespire' 12 EA 12' (H) B+B WHITESPIRE BIRCH PERENNIALS KEY NAME CITY SIZE PERENNIAL GARDEN PLANTING P1 (TO BE DETERMINED) 600 SF #1 CONT. P2 Equisetum hymale 34 SF #1 CONT. EQUISETUM HORSETAIL SH Sporobolus heterolepis 60 EA #1 CONT. PRAIRIE DROPSEED TURF, GROUND COVERS, AND SEED MIXES HATCH KEY NAME QTY SIZE G1 NOW -MOW 21,142 s.f. N/A FESCUE NOTE: HYDROMULCH ON 3A UR S I EEPER SLOPES TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUN ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be Copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. Q Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/2312018 NOTE: NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: LANDSCAPE PLAN Drawn By: DJ Date: 12/18/2020 Scale: V. =16' LANDSCAPE PLAN 0 8' 6 f 32' SCALE: 1 inch Sheet: L401 3 0 J 940' 0" 935' 0" 934.50 Tv OW 930' 0" 925' 0" •�1 1 9401011 FACE OF BUILDING DECK ABOVE - SEE ARCH. DWGS. — - FINISHED GRADE BEYOND C.I.P. CONCRETE WALL 1 934.00 935' 0" 93450 I TOW _ 934.00 � BOW WALL -- RETURN _ BEYOND FINISHED 930' 0" WALL RETURN ---------------- GRADE BEYOND -- --------------------i - -- ----------- --------- 925' 0" WALL 1 - NORTH FACING ELEVATION SCALE: 1/4" = V-0" 9350" 93250 TOW 930' 0" 925' 0" %CE OF HOUSE IOOD LATTICE ^1REEN ETAL-CLAD MBER WALL NISHED RADE BEYOND ALL RETURN EYOND JLLY BURY 2 DURSES OF MBER F----------11I - -- AGGREGATE LEVELING PAD BEYOND WALL 2 - SOUTH FACING ELEVATION SCALE: 1/4" = V-0" MAILBOX, BY OWNER 955.50 955' O" Tu 0W C.I.P. CONCRETE ENTRY 6 ADDRESS MONUMENT `9 4 METAL ADDRESS NUMBERS. 0 PIN TO WALL V 52 00 9 9SEE SURFACING PLANS BOW �- 950' 0" 945' 0" FOUNDATION TO FROST 9350" 930' 0" 925' 0" Sb -ADDRESS MONUMENT - NORTH FACING ELEVATION SCALE: 1/4" = V-0" WALL RETURN BEYOND 932.50 T�- 93000 BOW FACE OF BUILDING DECKABOVE- SEE ARCH.DWGS. C.I.P. CONCRETE WALL _-------a----------------.. WALL 1 - SOUTH FACING ELEVATION SCALE: 1/4" = V-0" N 8'-111. EQ. T EQ. FACE OF HOUSE BEYOND WOOD LATTICE SCREEN METAL -CLAD TIMBER WALL FINISHED GRADE BEYOND 932.00 --====_________= �?—FULLY BURY 2 ---------_��"--y COURSES OF ______=a _ ________ __ TIMBER AGGREGATE LEVELING PAD BEYOND WALL 2 - WEST FACING ELEVATION SCALE: 1/4" = V-0" TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 O P 1 It 612 345 4275 BRUN ER RESIDENCE 6 6 0 9 H O IRS E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. 0 Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1123/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: WALL ELEVATIONS Drawn By: DJ Date: 12/18/2020 Scale: 1" =16' Sheet: L501 3 a m w U z of Z z 0 0 N W U z W 0 m w Lu z z X M m_ X O m a of 0 L) U W 0 o: a J Q 0 o D N 2 O N o - L C U J _ 7 O N Y N U C 'C 0 u o N u N N N M " m m ? a d m a o s m n C.I.P. CONCRETE WALL W/ 8„ m Lu BOARD FORM FINISH I 11 SURFACING AS SPECIFIED - SEE PLANS I_ I_I I I_ _I I I_I v �-'�'�-_� 1I IIIIIiI �/ °°° ° i 8° O o° °o 6` 0 O. ° 00 o° °O o oo 0 °Jo °O 0 s N 0° O Oo O° 0°, O Oo O- d Oo O` oo /�X /, to o 00 0 0° ° .0 0 0 0 0 0 o 0o 0 O ° T, COVERAG0.0 E °p o° ° °° O ° 00 0° 0 00 0 Oo 0 / AGGREGATE o 0° o0 0 o 0 000° o 0 0 .'Oo o f SURFACING o0 O o PO o0 �° 00 °o �° Doo � Q do O O° °O °° O O° °O °O O Oo 8° V� GEOFABRIC (D. O 0 00 °O o Jo °O 0o o0 BENEATH, TYP. I 0 0 0.0 o o Oo`O° o 0 0.0 0,, O O °oo° 00 ° 000 00 ° 00 ° oo.o 04 p 0 0 00 0 000 °° 1 0 0.0 °0.0 0 O 0 1" 2% o° p°� o O°�O o Oro p o�0 ° °po 00 o°Oo 0.0o p O 0 o o 0 o p 0o O° ° O �° O Oo 0 6. 0 Oo 00 0 � '-L'F°a° I O o Cv °O o 00 °O 0 po °O \\ Oo'O 4 0" O 0a O° oo O Oo O° 0o O Oo O° 00 \ O °00 O OO�`O .00 0 O °O °o° O oc� o 0 0 0 000 ° 00 0 000 0 0 ° �� 00 O ooe 0°O °O 0.0 0000 0o0 .0.0 o°O o0.0 po0 0000 \ "'`1'TI"L"r 0 0 00 0 ° oo ° 0 0o 0 0 °o ° o IIIIII—III III o °po 0 0° ° °° ° 0° ° ° °°° ° o° ° ° °O° ° o° ° ° °O° \ of O°o Op O I oo O �o oo O ° .p o0 0° °O° \1 IIIIII ( �° o o° po oo° ° 8° ° 00 0° o O° °O g° o o° °o°° IIIIII11 o ° OC p° ° 0 ° °° °O ° °° °O o° 0 O O° o0 o O O °O° oo O Oo O o, J° ° 0 0 ° 0 00 ° 4° 0o a' O O o .'Do ° 0 0 0° o° ° J O o 00 0 III —III— 0 O° -0°00 0' 0.0 .0.00 0.0 0 000 0.0 0 .00 po A� —III —III N° ° ° ° o °p° 0 ° °° 0 -.0. ° °° J ° °°° ° ° ° I , °J �0 0o O ° .0 °0 0°° -0 °0 O °o \ III III 8° o° Oo �° I 810 00 °o �° O oo °o �.> o o °O o 000 a ck°O o C�°O 0 ° (—III J° O O� O° 0o 0 ° a ° o Oo O oo O oo ° o p ° 0 00 o a° 0 00 ° 0 0 00 o O 0 0 00 INFILLSOILS,COMPACT O°0 0000 00 00°00 Oo0 l00 2"COVERAGE O O°1 PER ENGINEER J ° ° REQUIREMENTS _ o COMPACTED GRANULAR �V o_ �oT o 0 0 0\V�\� BACKFILL - WRAP W/� GEO-FABRIC 7�A\i 3" COVERAGE GEOFABRIC, TYP. ,:A / �A \ ,. /.A\ 8" /.3' C.I.P. CONC.IWINDOW WELL SCALE: 3/4" = V-0" o\ 4' ADJACENT DECK - SEE PLANS 2x12 P.T. HANGERBOARD RIM JOIST AND SKIRT BOARD FINISHED GRADE BEYOND 5/46 COMPOSITE DECKING ON TREAD AND RISER, TYP. 3'-8" ° z " GAP. T / 5AX6 COMPOSITE DECKIN SKIRT BOARD ALONG Al. EXPOSED EDGE 2x6 P.T. JOIST @ 16" O.C., TYP. / i 5/46 COMPOSITE DECKING TYP. i 1', TYP. 934.50,E TOW COMPACTED GRANULAR BACKFILL - WRAP W/ GEO-FABRIC CATCH BASIN. DRAIN TO DAYLIGHT. (VERIFY DAYLIGHT LOCATIONS IN FIELD) INFILL SOILS, COMPACT PER ENGINEER REQUIREMENTS GEOFABRIC, TYP. 929.333 BOW COMPACTED GRANULAR BACKFILL- WRAP W/ GEO-FABRIC #5 VERT @ 12" O.C. #5 HORZ @ 12" O.C. 4" DIA. CORRUGATED PVC DRAINTILE WITH SLEEVE. DRAIN TO DAYLIGHT. (VERIFY DAYLIGHT LOCATIONS IN FIELD) REINFORCED CONCRETE SPREAD FOOTING #4 @ 12" O.C. EA WAY, TOP AND BOTTOM COMPACTED OR UNDISTURBED SUBGRADE 926.75 . TOD 925.00,k TOS - 2x12 P.T. STAIR STRINGER, TYP. FINISHED GRADE AS SPECIFIED -SEE PLANS � 932.50 STOW •BOWO \'/ '/ '/ / / / / SLOPE VV\ X\\�\\�\\�\\�\\�\\ STABILIZATION 5/4X6 COMPOSITE DECKING SKIRT SYSTEM 4" O.C. O BOARD ALONG ALL EXPOSED EDGES \�VA�VA�VA�VA�VA�AA VA �,,Y; TYP. VAA�VAA�VAA�VA/ 4TYP. �V AA��AA 923.25 . VA/\VX/\\AXVA�VAi A` VA\ o VAAVA VA, o TOS �; COMPACTED OR UNDISTURBED ° \\\� /� AV A� AV / o 2x6 P.T. \\\ \\\ \\\ \\\ \\\ \\\ \ \\�\\�\\\�\\� BY GEOTDECHNICALOENGINEER D ° SLEEPER, TYP. �� AA�AA�VA�VA�VA�VA�A VA�VA�VA�VA�AA�VA� IV 2x6 P.T. RIM HELICAL PIER JOIST, TYP. VVAV\A\VA/V\\V\\ VVAVVAVVA\VA\ VVA /VA% .> TO FROST, TYP. LLj \/ \/\\\\\\- WOOD STAIRS @ DECK SCALE: 1 112" = V-0" N i �N N—III 7ul0o O C o. O MECH AREA SCREEN W/ C.I.P. CONC. PIER FOOTINGS TO FROST CAP FLASHING TO MATCH FASCIA PERMABARRIER BENEATH FASCIA CAP - LAP OVER WRB P.T. 4X4, TYP. # 4 REBAR @ 48" O.C. AND DEADMAN METAL FASCIA, TYP. COMPACTED GRANULAR BACKFILL TIE -BACK AND DEADMAN, TYP. 4"0 CORREGATED PVC DRAINTILE WITH SLEEVE. DRAIN TO DAYLIGHT. (VERIFY DAYLIGHT LOCATIONS IN FIELD) WRB- LAP OVER METAL KEEPER CLIP KEEPER CLIP, TYP. COMPACTED AGGREGATE LEVELING COURSE COMPACTED OR UNDISTURBED SUBGRADE FINISHED GRADE AS SPECIFIED - SEE PLANS III —III III1�'� Ioo °� o III III �� FIELD VERIFY ALL IONS W/ I� I FABRICATOR PRIORR TO TO FABRICATION IIIIII—III III 6 3 3 •III AND CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR METAL III RAILING CONSTRUCTION TIMBER WALL W/ METAL CLADDING @ MECHANICAL AREA SCALE: 1/2" = 1'-0" c c Lr — — — — — — — — — — — — — — — — — O �O O O (D O O ° O 0°° 0° Oo O Oo 0° ° ° 0 0 ° o Oo ° O (� ° o Oo 0 a0 00 °O o0 000 °Oo0 0c 0 O O O 'I� o ,ID 0 °0 ° 000 00O O°(�O ° 00 ALL JOINTS ARE TO BE SAW CUT UNLESS OTHERWISE NOTED. JOINTS SHALL BE STRAIGHT, CLEAN AND NEAT. STONE VENEER, SEE L102, L700 l It ELEVATION VARIES PROVIDE ADD ALTERNATE PRICING INTEGRATED SNOW MELT SYSTEM IN DRIVEWAY SURFACING. SEE PLANS FOR LOCATIONS. C.I.P. CONCRETE SURFACING W/ #4 BAR @ 2' O.C. EW. SEE PLANS FOR JOINTING. EXPANSION JOINTS AS NEEDED. — COMPACTED, CRUSHED AGGREGATE BASE, COMPACT TO 98% SPD GEOFABRIC TYP. COMPACTED OR UNDISTURBED SUBGRADE, AS RECOMMENDED BY GEOTECHNICAL ENGINEER. CONCRETE SURFACING @ DRIVEWAY AND AUTOCOURT SCALE: 1 1/2" = 1'-0" G /AVC /�!�\II'1(1NTG M1CI�VILI/� Cl/IIIT TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUN ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. �_q_ TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: WALL, STAIR, AND SURFACING DETAILS Drawn By: DJ Date: 12/18/2020 Scale: 1" =16' Sheet: L601 3 N J w O z W Z N Z z QLL' 0 w z z w 0 rn w rr 0 w z rr 0 0 m 0 0 o' 0 w 0 X EL J o_ o � a N O N 0 N 0 N U O o N Y m m � N N � Z4 N � .0 N co ? v a d ow> m n w m d w U w � PLAN FACE OF SLOPE SLOPETAME w SLOPE CROSS SECTION 50 CM (19.7") TYI AN( I-= rnn nr ei nnc ANCHOR PIN UNITS: JNITSIZE -50CMX50CMX2.5CM 20" X 20" X 1 ") WAILABLE IN 9 STANDARD ROLL 31ZE JNIT WEIGHT - 558 GRAMS (19 OZ.) OR 2.2 KG (4.8 POUNDS) STRENGTH - 402 KG/CM (5720 PSI) :OLOR-BLACK(STANDARD) IESIN - 95% POST -CONSUMER RECYCLED HDPE/LDPE -ABRIC: NEIGHT- 2.25 OZ./SY (76.3 GM/M) TENSILE - 65 x 40 LB/FT (585 KG/M ) SLOPETAME2 CROSS -BRACING SLOPETAME2 UNITS SLOPETAME2 FABRIC START AT TOP OF SLOPE w 0 0 15 CM 0 a O r TYPICAL ANCHOR PIN FOR REFERENCE ONLY - SEE MANUFACTURER'S FULL SPECIFICATIONS FOR INSTALLATION INSTRUCTIONS PLACE ROLLS GOING DOWN THE SLOPE W/ CROSS -BRACING RUNNING ACROSS THE SLOPE Invisible Structures, Inc. 1600 Jackson St., Suite 310 Golden, Colorado 80401 800-233-1510 OR 303-233-8383 FAX: 303-233-8282 rev. 08104 TYPICAL SLOPETAME2 ASSEMBLY AND ANCHORAGE SCALE: NITS VERIFY SLOPE TO DRAIN I�iI�J:L11�1 0 00 °o�0 0 00°° ° O ° °o° 0 0 , 0 °00 0�0 0 °00 °O °00°O °0°O°O O ° O °°° 000 ° O o ° �� o��ri ° °o O O°o o ° °0 0° P0 ° .�—O 'So °o O �o O O° °O 8° O O° °O°-o< 0 0° °O o o° Oo°0° 0, 0 po O° 0 0° ° °o° 0 0 ° °0 0°00 o°O o °00 Oo0 — c o ° o °°°0 0°° ° o ° 0°° ° o °o° o° ° o 0° �0 °0 0° �° ° ° ° 0 °0 Oo 00 ° °° O° �0 ° 0 8° ° 0 8° o 00° 00° °0 00° 00° °0 0 0° 000 0 00° °000 °°O ` 0° °O NOTE: SAME DETAIL APPLICABLE TO LAWN SURFACING. RAISE DRAIN TO BE FLUSH WITH LAWN SURFACING. SQUARE CATCH BASIN IN AGGREGATE SCALE: 1 1/2" = 1'-0" AGGREGATE SURFACING BEYOND, SEE PLANS COVER TOP OF CATCH BASIN WITH 2" FREE DRAINING AGGREGATE WRAP GRATE WITH GEOFABRIC NDS GALVANIZED STEEL GRATE RIM ELEV. VARIES SEE L201" NDS RISER IF REQUIRED NDS 12" OR 18" SQUARE CATCH BASIN, AS SPECIFIED NDS UNIVERSAL OUTLET — INVERT ELEVATION DRAIN PIPE, CONNECT TO OVERALL SITE DRAINAGE SYSTEM GRANULAR FILL, TYP. — GEOFABRIC, TYP. c a _ _ o e QoZT �9'1%Y 0 0 ° oOo o O 0 ° oOo O o0 0 0 00 0000 i m 0 000 0 0 0 000 000 0 0 00 00 O�, O� 0 C.I.P. CONCRETE SURFACING W/ 6 x 6 W.W. MESH. EXPOSED FINISH. SEE PLANS FOR JOINTING. EXPANSION JOINTS AS NEEDED. TOP OF PAVIN RIE ELEVATION VA COMPACTED, CRUSHED AGGREGATE BASE, COMPACT TO 98% SPD EXTEND BASE BEYOND EXTENTS OF UNIT PAVERS. V��-� M�. COMPACTED OR 1.� UNDISTURBED SUBGRADE, RECOMMENDED GEOTECHN CALDENGINEER. CONCRETE SURFACING @ LAWN SCALE: 1 1/2" = V-0" K UPLIGHT IN LPLANTING AREAS SCALE: 1 112" = 1'-0" SQUARE CATCH BASIN BENEATH DECK SCALE: 1 1/2" = V-0" UP LIGHT. SEE MANUFACTURER'S SPECIFICATIONS. SURFACING AS SPECIFIED, SEE PLANS TOP OF SURFACCa ELEVATION VARIES FLEXIBLE CONDUIT DECK FRAMING ABOVE WRAP W/ GEOFABRIC — 9" NOS GRATE, GALV. STEEL GRATE — 1/2" WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS 925.75 5 — NDS 9" SQUARE CATCH BASIN - USE RISERS IF REQUIRED — NDS UNIVERSAL OUTLET — DRAIN PIPE, CONNECT TO SITE DRAINAGE SYSTEM INVERT ELEVATION GEOFABRIC, TYP. GRANULAR FILL, TYP AGGREGATE SURFACING TOP OF PAVING ELEVATION VARIES GEOFABRIC UNDERNEATH, TYP. )0', o °o0 o° o°° 0 0 0°°°° 0 0. 0° �° COMPACTED OR UNDISTURBED o O �o °o O �o °o O 00 O SUBGRADE AS RECOMMENDED BY ° O O° °O 8° ° O 6° O O° ° g° ° O O° GEOTECHNICAL ENGINEER o a°O o 00°00 o°°O o Oo O° oo O po O° o O ° AGGREGATE SURFACING, TYPICAL SCALE: 1 112" = V-0" BOLLARD SCALE: 1 112" = 1'-0" SQUARE CATCH BASIN IN PLANTING AREAS SCALE: 1 1/2" = V-0" BOLLARD LIGHT, SEE L103 BOLLARD FLANGE MOUNT TO CONCRETE PIER, SEE MANUFACTURER'S SPECIFICATIONS. SURFACING BEYOND, SEE L401 FLEXIBLE CONDUIT TO LIGHT FIXTURE. 1" 1/2" PREMOLDED EXPANSION JOINT = z #3 SMOOTH BAR DOWELS 12" O.C. CAST IN PLACE CONCRETE AS SPECIFIED - SEE SURFACING PLAN FOR "' EXPANSION JOINT FINISH 1„ 8 1/4" X 3/4" HAND TOOLED CONTROL JOINT. SEE LAYOUT PLAN FOR JOINTING. ° CAST IN PLACE CONCRETE AS SPECIFIED SEE SURFACING PLAN FOR FINISH. w ` CONTROL JOINT > M 1/4" X 3/4" HAND TOOLED CONTROL JOINT. SEE LAYOUT PLAN ON SHEET L5 FOR JOINTING. ° 4 ° CONSTRUCTION JOINT AS SPECIFIED AND NEEDED. w CONSTRUCTION JOINT CAST IN PLACE CONCRETE AS SPECIFIED a SEE SURFACING PLAN FOR FINISH. 1„ 2 SILICONE JOINT W/2'-'0 BACKER ROD - - 1/2" PREMOLDED EXPANSION JOINT. w SILICON EXPANSION JOINT CAST IN PLACE CONCRETE AS SPECIFIED - SEE SURFACING PLAN > FOR FINISH. CONCRETE JOINTING, TYPICAL SCALE: N/A WOOD DECKING, SEE PLANS a r LOW V.I.F. 22 O.C. i FIXTURE TO BE INSTALLED FLUSH WITH FINISHED DECK SEE MFR'S SPECS. 1 3/4"0 OPENING TO RECEIVE FIXTURE. CENTER ON DECKING PLANK DECK JOIST FLEXIBLE CONDUIT TO LIGHT FIXTURE. RUN UNDER DECK JOISTS TOWARD HOUSE. SURFACE MOUNTED PATH LITE IN DECKING SCALE: 1 112" = V-0" $" COVER TOP OF CATCH _ CAULKJOINT BASIN WITH 2" OF 2-3" , GARAGE DOOR - SEE y{ DIA BLACK MEXICAN �1aD ARCH. DWGS. BEACH PEBBLES 4 1 ° -- -- GARAGE THRESHOLD - GEO FABRIC, TYP. a _, V.I.F. NDS GALV. STEEL GRATE, ` SEE L700 -- 5" THICK CONCRETE BRICKSLOT 100 SST, NDS RISER IF REQUIRED SURFACING W/ SLOT DRAIN BY ACO - SNOW -MET SYSTEM OR APPROVED EQ. RIM ELEV. VARIES, SEE L20 VERIFY DIMS. , ° a ° 1\ 4 PER MAFR. _ �, 4 ° SPECS. ° d 4, , 4° NDS 12" OR 18" SQUARE CATCH BASIN AS SPECIFIED o 4 " 0 a 000 0 0 0" O 0o O ° ° EXPANSION JOINT NDS UNIVERSAL OUTLET o 0 0 0 4, o c e O O OOO 0 4 C.LP. CONCRETE INVERT ELEVATION a Q SURROUND W/ (4) O Oo 4 a° #4 BARS GRANULAR FILL i0 0 000 °° 0 0 o ' 4 '° " ° o 0 O O o " COMPACTED o CRUSHED AGG. GEO FABRIC, TYP. o O o O o° 0 4 O BASE, COMPACT OO o O o c o 00° 0 4 TO98%SPD O 0 0- 0o °OO GEOFABRIC 177T III 4, COMPACTED OR UNDISTURBED VERIFY DIMS. PER MAFR. SPECS. � a a SUBGRADE SLOT DRAIN @ GARAGE THRESHOLD SCALE: 1 1/2" = V-0" TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUN ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: DRAINAGE AND LIGHTING DETAILS Drawn By: DJ Date: 12/18/2020 Scale: 1" =16' Sheet: L602 F w 00 -D Oo 0 Do 00 `0 Oo 00 O Oo 0 c 0 0 0 0 .III- 0 0 0 0 � o o 0 0 0 000 0 0 00 00/v) I — POP -UP EMITTER SCALE: 1 1/2" = 1'-0" FACE OF HOUSE, TYF DECK FRAME BEYOND, TYP. HELICAL PIER FOOTING BEYOND, TYP. 5/46 5/46 COMPOSITE DECKING, TYP. 5/46 COMPOSITE DECKING SKIRT BOARD ON ALL EXPOSED EDGES ADJACENT DECK EXTENSION - SEE PLANS 3 DECK - SURFACING PLAN SCALE: 1/4" = V-0" 0 m w U U) (D z P.T. 2x8 LEDGER BOARD CONNECTION @ HOUSE 0 o DRILL & EPDXY 1/2" DIA N THREADED ROD @ 24" w O.C. W/ HILTI HIT-HY 70 z ADHESIVE (4 1/2" EMBED) o- INSTALLTHREADED Cl) RODS 4" FROM TOP OF It CMU WALL o w z m FACE OF HOUSE NDS POLYOLEFIN POP-UP DRAINAGE EMITTER - OR APPROVED EQ. SURFACING AS SPECIFIED - SEE PLANS COMPACTED TOPSOIL NDS 1/4 BEND SEWER DRAIN ELBOW - OR APPROVED EQ. DRAIN TILE, TYP. 4" LEACH HOLE GRANULAR FILL WHERE APPLICABLE UNDISTURBED SUBGRADE 3" 4,$1„ 2x6 BEAM SIMPSON LUS26 OR APPROVED EQ., TYP. 5' O.C. HOUSE FOUNDATION BEYOND-V.I.F. DECK -SECTION B-B 5 m $ SCALE: 3/4" = V-0" FACE OF HOUSE, TYP. - V.I.F P.T. 2x8 LEDGER BOARD CONNECTION @ HOUSE, TYP. P.T. 2x6 RIM JOIST, TYP BLOCKING @ 36" O.C., TYP. (3) P.T. 2x6 BEAM @ CENTER CATCH BASIN BEYOND, TYP. - CONNECT TO SITE DRAINAGE SYSTEM AND DRAIN TO DAYLIGHT HELICAL PIER FOOTING BEYOND, TYP. ADJACENT DECK FRAMING - - SEE PLANS (2) P.T. 2x6 BEAM BLOCKING @ 36" O.C., TYP. P.T. 2x6 RIM JOIST. TYP. LATERAL LOAD CONNECTION DEVICE, TYP. -AS 6-8„ 4'-9" O.C. irk n REQUIRED PER MN RESIDENTIAL CODE: (1) 12, CONNECTOR REQUIRED WITHIN 24" OF ENDS OF DECK, TOTAL OF (4) CONNECTORS REQUIRED PER DECK CONNECTOR: SIMPSON DTT1Z- OR APPROVED EQ, JOIST HANGER, TYP. 5,$„ 92 67 SIN RI in U O F�j 49,_9„ rl� rl� v r l riles` r l` q 3N �h r I 1'-4" I I / O.C. TYP. 0 i� V-8" O.C., TYP. r r r C) 0 TT" cV ' 1 I N 925.50 925.50 925.50 925.50 RIM RIM RIM RIM 9 SP. EQ. 55'-B" DECK - FOOTING AND FRAMING PLAN SCALE: 1/4" = V-0" FACE OF HOUSE P.T. 2x8 LEDGER BOARD CONNECTION @ HOUSE DRILL & EPDXY 1/2"' DIA THREADED ROD @ 24" O.C. W/ HILTI HIT-HY 70 ADHESIVE (4 1/2" SIMPSON LUS26 OR EMBED) - INSTALL THREADED APPROVED EQ., TYP. RODS 4" FROM TOP OF CMU WALL c� HOUSE FOUNDATION BEYOND-V.I.F. j0 a ." div I321_„or COMPOSITE DECKING BOARD, TYP. (2) P.T. 2x6 BEAM °a < a P.T. 2x6 JOIST, TYP. 14' 4z' (3) 2x6 BEAM @ CTR. 3„ (2) P.T. 1x6 RIM JOIST 4'-8q" 2'-2" 5/46 COMPOSITE N DECKING SKIRT g' GAP, TYP. rr12" TYP. BOARD ON ALL EXPOSED EDGES. _4,4926.75 . TWO 9260.17 aso FINISHED GRADE a�aO � �^� P _ fb yPo'� Po A"'YPo qua 0 CPo Pp�O 'Pa `�4Po 4 �X �� V� �� ' :��V� ��\ /� SEE PLANS COMMERCIALLANDSC EDGING -- - - -- 3/4" WASHED DRESSER TRAP - - ROCK BENEATH r - 5' O.C. DECK EXTENTS CATCH BASIN - CONNECT TO SITE — HELICAL PIER FOOTING, TYP. - SIZE AND DRAINAGE SYSTEM r I DEPTH AS SPECD. BY GEOTECHNICAL ENG. AND DRAIN TO - - DAYLIGHT - COMPACTED OR UNDISTURBED SUBGRADE, a a a AS SPEC'D. BY GEOTECHNICAL ENG. GEOFABRIC, TYP. LATTICE SCREEN - SECTION 6 4 DECK - SECTION A -A SCALE: 3/4" = 1'-0" 1x4 CEDAR CAP 1x3 CEDAR TRIM, FRONT AND BACK 1x2 CEDAR VERT. - INSIDE 1x2 CEDAR HORIZ., TYP. -OUTSIDE 3X3 CEDAR POST BEYOND PAINT/STAIN 1x3 CEDAR TRIM, FRONT AND BACK 1x4 CEDAR BOTTOM RAIL 3" OF WASHED 3/8"-MINUS DRESSER TRAP AGGREGATE ADJACENT TIMBER WALL GEO FABRIC UNDERNEATH, TYP. EMBED CEDAR POST IN FOOTING COMPACTED OR UNDISTURBED SUBGRADE 12"0 CONIC. FOOTING TO FROST 6-11" (2) P.T. 2x6 BEAM, TYP. SIMPSON LUS26 OR APPROVED EQ., TYP. P.T. 2x6 JOIST, TYR 0 _ o 4'-9" O.C. - CATCH BASIN - CONNECT TO SITE DRAINAGE SYSTEM AND DRAIN TO DAYLIGHT LATTICE SCREEN - ELEVATION I COMPOSITE DECKING BOARD, TYP. 1x6 P.T. RIM JOIST 5/4x6 COMPOSITE DECKING SKIRT BOARD ON ALL EXPOSED EDGES. COMMERCIAL LANDSCAPE EDGING 926.75 . OTOT 926.110 BOS FINISHED GRADE AS SPECIFIED - SEE PLANS \ 3/4" WASHED DRESSER TRAP ROCK BENEATH DECK EXTENTS \\ \ GEOFABRIC, TYP. HELICAL PIER FOOTING, TYP. - SIZE AND DEPTH AS SPEC'D. BY GEOTECHNICAL ENG. COMPACTED OR UNDISTURBED SUBGRADE, AS SPEC'D. BY GEOTECHNICAL ENG. 1x4 CEDAR CAP 1x3 CEDAR TRIM, FRONT AND BACK 1x2 CEDAR VERT., TYP. - INSIDE 1x2 CEDAR HORIZ., TYP. - OUTSIDE 44 CEDAR POST 011111 691111 tx3 CEDAR TRIM, FRONT AND BACK 1x4 CEDAR BOTTOM RAIL FINISHED GRADE -SEE PLANS TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 360 MINNEAPOLIS, MN 55401 t 612 345 4275 BRUNER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. 0 Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1/23/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/202 ) E VARIANCE APPLICATION REVISIONS 6/4/2021 — Drawing: SITE ELEMENT DETAILS Drawn By. Date: \ Scale: Sheet: DJ 12/18/2020 1"=16' L603 SCALE: 1 " = V-0" n n SCALE: 1 " = V-0" n n 3 a 0 w z of Z rn C7 z_ 0 0 N W 0 z LU 0 In W K of Lu z 7) LZ m_ X o Co EL 0 O V) 0 U w 0 a J CL o_ c o � N o C N 0 N 0 U � 7 � Y N C 'C N y C co ? a d � d g L m � n N REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. RN :;"_ •. I I I II I I II I 11 1 1_ 2 x DIA. OF BALL MIN. REFER TO PLANTING PLANS FOR QUANTITY AND SIZE WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALKTHROUGH ROOT BALL, REMOVE ALL WIRE. SCORE ROOT BALL AND PULL BACK TOPJ OF BURLAP AND TWINE SHREDDED HARDWOOD MULCH. @ 3" DEPTH. APPROVED PLANTING SOIL MIX AS SPECIFIED 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR UNDISTURBED SUBGRADE DECIDUOUS BALL AND BURLAP TREE PLANTING, TYPICAL SCALE: 1 " = V-0" , 11 No! WWI _N11 NOTES' t ALL BARE ROOT PLANTINGS TO FOLLOW NURSERY BEST PRACTICE STANDARDS 2. SOAK ROOTS IN WATER FOR LEAST ONE HOUR SLIT NOT MORE THAN 24 HOURS PRIOR TO PLANTING. 3. SCARIFY ROOTS AND THE BOTTOM OF THE HOLE. 4. APPLY CORRECTIVE PRUNING OF BRANCHES AND ROOTS IF NECESSARY. 5. TRANSFER PLANT DIRECTLY FROM WATER TO HOLE. SET PLANT SO ROOT FLARE IS AT THE FINISHED SOIL ELEVATION. 6, WATER THOUROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS 7. BACKFILL VOIDS AND WATER A SECOND TIME 8. PLACE MULCH WITHIN 4 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 9. REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. I' I I' I 1-1 11 I1-11 i 8" MIN. 2 x DIA. OF BALL MIN. REFER TO PLANTING PLANS FOR QUANTITY AND SIZE WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALKTHROUGH ROOT BALL. REMOVE ALL WIRE. SCORE ROOT BALL AND PULL BACK TOP} OF BURLAP AND TWINE SHREDDED HARDWOOD MULCH. @ 3" DEPTH. DECIDUOUS BARE -ROOT PLANTING, TYPICAL SCALE: 1 " = V-0" APPROVED PLANTING SOIL MIX AS SPECIFIED 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR UNDISTURBII SUBGRADE ED 'LANTING PLANS ITY AND SIZE REES DURING TATION AND UT CONSTRUCTION ROTECTION AFTER SEEN PLANTED REMOVE ALL 2E ROOT BALL AND TOP} OF BURLAP REFER TO IRRIGATION SHREDDED PLANS FOR IRRIGATION HARDWOOD MULCH INFORMATION. @ T' DEPTH. APPROVED PLANTING SOIL �.ry b Js <3 MIX AS SPECIFIED \may \X/ X \ 4" TOPSOIL MIN, _ FINE GRADE AND \ \ \\\ \\ SOD PREPARED OR UNDISTURBED SUBGRADE CONIFEROUS BALL AND BURLAP TREE PLANTING, TYPICAL SCALE: 1 " = V-0" SHRUB PLANTING, TYPICAL SCALE: 1 " = V-0" PLANTINGS ON SLOPE SCALE: 1 " = l'-0" PLANT MATERIAL, SEE SHEET L401 MULCH, AS SPECIFIED PLANT INTO BIOD-MAT 40 EROSION CONTROL PLANTING SOIL MIX PREPARED OR UNDISTURBED SUBGRADE REFER TO PLANTING PLANS FOR ADDITIONAL TREE INFORMATION WRAP AND PROTECT TREES THROUGHOUT CONSTRUCTION, REMOVE TREE WRAPPING AFTER 1-YEAR WARRANTY WALK THROUGH 3" SHREDDED HARDWOOD MULCH COVER, PLANTING, TURF OR APPROVED EQUAL. VERIFY W/ LANDSCAPE ARCHITECT FINAL MULCHING REQUIREMENTS 4" HIGH WATERING RING. DIAMETER TO MATCH ROOT BALL AREA - FOR CONSTR. PHASE ONLY, REMOVE MULCH RINGS PRIOR TO FINAL WALK THRU 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR III UNDISTURBED _ SUBGRADE SUBGRADE- SCARIFY WALLS OF TREE PIT TO ENSURE GOOD WATERING PERCOLATION DECIDUOUS SPAYED TREE PLANTING, TYPICAL SCALE: 1 " = V-0" VARIES PROPOSED PLANTING BED, REFER TO PLANTING AREAS. DRESS BED WITH 3" OF FINELY SHREDDED HARDWOOD MULCH GARDEN PLANTINGS, TYPICAL SCALE: 1 " = V-0" PLANTING SOIL MIX UNDISTURBED SUBGRADE REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION. CONIFEROUS SPAYED TREE PLANTING, TYPICAL SCALE: 1 " = V-0" AS SHOWN, SEE L401 0 PLANTING PLANS INTITY AND SIZE T TREES DURING DRTATION AND HOUT CONSTRUCTION E PROTECTION AFTER S BEEN PLANTED DDED HARDWOOD COVER, PLANTING, R APPROVED EQUAL. W/LANDSCAPE ECT FINAL MULCHING EMENTS WATERING RING, ER TO MATCH ROOT 'EA - FOR CONSTR. DNLY, REMOVE RINGS PRIOR TO TALK THRU 4" TOPSOIL MIN, FINE GRADE AND SOD PREPARED OR UNDISTURBED SUBGRADE SUBGRADE- SCARIFY WALLS OF TREE PIT TO ENSURE GOOD WATERING PERCOLATION NOTES: 1. D = TYPICAL ON CENTER (O.C.) SPACING AS INDICATED IN THE PLANTING SCHEDULE 2. REFER TO IRRIGATION PLANS FOR IRRIGATION INFORMATION, PLANT MATERIAL, SEE SHEET L401 MULCH, AS SPECIFIED PLANTING SOIL MIX PREPARED OR UNDISTURBED SUBGRADE GROUNDCOVER PLANTINGS, TYPICAL SCALE: 1 " = V-0" TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 It 612 346 4276 BRUN ER RESIDENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S S E N, MINNESOTA 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 1123/2018 NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 6/4/2021 Drawing: PLANTING DETAILS Drawn By: DJ Date: 12/18/2020 Scale: NTS Sheet: L607 M rn J METAL (OR WOOD) POST OR STAKE DIRECTION OF RUNOFF FLOW — WIRE MESH REINFORCEMENT, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, PER MNDOT SPEC. SECTION 3886 B1. SILT FENCE FABRIC MIN FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL NATURAL SOIL—' I_1 1 1-1 NOTE: SILT FENCE SHALL FOLLOW MNDOT SPEC. SECTION 3886. FIGURE 1: TYPICAL INSTALLATION FOR SILT FENCE TABLE 1: MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE DESIGN RECOMMENDATIONS 1. SILT FENCES SHOULD BE INSTALLED ON THE CONTOUR (AS OPPOSED TO UP AND DOWN A HILL) AND CONSTRUCTED SO THAT FLOW CANNOT BYPASS THE ENDS. 2. ENSURE THAT THE DRAINAGE AREA IS NO GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. 3. MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM RUNOFF. 4. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE SILT FENCE, ENSURE THAT THE MAXIMUM SLOPE LENGTH BEHIND THE FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLE BY CALCULATION BY CALCULATION BY ACCEPTED DESIGN PRACTICES SLOPE (H:V) % SILT FENCE STORAGE EQUALS 2 FT FORA 100 YEAR EVENT SILT FENCE STORAGE EQUALS 2 FTFOR A 2-YEAR EVENT OR 3 FT FOR A 1 DO -YEAR EVENT MAXIMUM SLOPE LENGTH 100:1 1% 400 FT 900 FT 100 FT 50:1 2% 200 FT 450 FT 75 FT 25:1 4% 100 FT 225 FT 75 FT 20:1 5% 80 FT 180 FT 75-50 17:1 6% 67 FT 150 FT 50 FT 12.5:1 8% 50 FT 112 FT 50 FT 10:1 10% 40 FT 90 FT 50-25 FT 5:1 20% 20 FT 45 FT 25-15 FT 4:1 250/6 16 FT 36 FT 15 FT 3:1 33%1 12 FT 27 FT 15 FT 2:1 50%1 8 FT 18 FT 15 FT SILT FENCE INSTALLATION SCALE: N/A EXTEND MATERIAL ABOUT / 40" ON TOP OF THE GROUND AND RANDOMLY / INSERT STAPLES THROUGH THE MATERIAL ABOUT 20" / APART GA' N i STAPLES AT 3 O.C. STAPLES MUST BE INSERTED THROUGH OVERLAP MATERIAL / �' TRANSVERSE SEAMS: BLANKET MATERIAL MUST OVERLAP AT LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 20" APART LONGITUDINAL SEAMS: / / BLANKET MATERIAL MUST OVERLAP AT / LEAST 6" AND STAPLES INSERTED THROUGH BOTH FABRICS AT A MAXIMUM SPACING OF 40" APART AT END OF SLOPE SECURE BLANKET MATERIAL BY INSERTINGSTAPLES ABOUT 20" APART THROUGH THE FABRIC NOTES: 1. EROSION CONTROL BLANKET TO BE CATEGORY 4-COCONUT 2S FOR SLOPES GREATER THAN 5:1 AND SIDES AND BOTTOM OF ALL DRAINAGE SWALES AND PONDING AREAS AND CATEGORY 2-STRAW 2S FOR ALL SLOPES LESS THAN 5:1 PER MNDOT SPEC. SECTION 3885. 2. INSTALL PER MNDOT SPEC. SECTION 2575 EROSION CONTROL BLANKET INSTALLATION SCALE: N/A / -- DRIPLINE r � I i I I T MINIMUM 6' IDEAL FROM DRIPLINE PLAN VIEW INE -- 6 MAX — NOTES: 1. ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. 2. TREE PROTECTION FENCING SHALL CONSIST OF TEMPORARY METAL WIRE CHAIN LINK MESH FENCING OR APPROVED EQUAL. 3. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION. 4. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS. TREE PROTECTION FENCING INSTALLATION 0 1. BEFORE INSTALLATION APPLY TOPSOIL, FERTILIZER AND SEED TO SURFACE. 2. BEGIN AT THE TOP OF THE CHANNEL, INSTALL MATS BY ANCHORING IN A 6" DEEP BY 6" WIDE TRENCH WITH APPROXIMATELY 12" OF MAT EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MAT BACK OVER SEED AND SOIL. SECURE MATS WITH A WITH A ROW OF STAPLES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATS. 3. ROLL CENTER MATS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. 4. PLACE CONSECUTIVE AND ADJACENT MATS END OVER END (SHINGLE STYLE) WITH A MINIMUM 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE OVERLAPPED MATS. 5. FULL LENGTH EDGE OF MATS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 6, THE TERMINAL END OF MATS MUST BE ANCHORED WITH A ROW OF STAPLES APPROXIMATELY 12" APART IN A 6" DEEP BY 6" WIDE TRENCH. 7. BACKFILL AND SEED AFTER STAPLING. 8, FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION. EROSION CONTROL MAT INSTALLATION SCALE: N/A _ - r I I SOIL I - -------------`------------'--------------------------- - --------- INSTALL SHREDDED HARDWOOD MULCH (MNDOT TYPE 6). EQUIVALENT MATERIAL MAY BE SUBSTITUTED AT THE DISCRETION OF COIR LOG 6"-7" MINIMUM DIAMETER THE ENGINEER. O0 MO STAKE DRIVEN THROUGH LOG MESH BIOLOG INSTALLATION GRAVEL CONSTRUCTION ENTRANCE DETAIL SCALE: N/A i � ROOT PRUNING DETAIL TRAVIS VAN LIERE STUDIO LANDSCAPE ARCHITECTURE 211 1ST STREET NORTH, SUITE 360 MINNEAPOLIS, MN 55401 t 612 346 4275 BRUN ER RESI DENCE 6 6 0 9 H O R S E S H O E C U R V E C H A N H A S SE N, M I N N E S 0 T A 5 5 3 1 7 The designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, govemement agencies, and vendors only in accordance with this notice. © Copyright 2021 Travis Van Liere Studio, LLC. All rights reserved I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. TRAVIS VAN LIERE license no: 43728 date: 112312018 ROOT PRUNING LIMITS NOT FOR CONSTRUCTION Rev # Description Date VARIANCE APPLICATION 12/18/2020 VARIANCE APPLICATION REVISIONS 614/2021 PRUNING CUT, TYP., PER ARBORIST RECOMMENDATION; Drawing: EROSION CONTROL DETAILS Drawn By: DJ Date: 12/1812020 Scale: 1" = 16' SCALE: N/A SCALE: N/A SCALE: N/A Sheet: L 6 O 9