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PC Staff Report 9-3-19PLANNING COMMISSION STAFF REPORT Tuesday, September 3, 2019 Subject Consider a Request for Site Plan Review with a Variance for Hard Cover for Expansion of a Restaurant located at 590 West 79th Street Section PUBLIC HEARINGS Item No: C.1. Prepared By Bob Generous, Senior Planner File No: Planning Case No. 2019­08 PROPOSED MOTION: The Chanhassen Planning Commission recommends that City Council approve the restaurant expansion to include two exterior patios of 900 and 677 square feet with a variance to permit the addition of 946 square feet of hardcover to permit 73 percent hardcover subject to the conditions of the staff report; and adopts the Findings of Fact and Recommendation. SUMMARY OF REQUEST Consider Site Plan Review request with a variance for hard cover for expansion of restaurant to add two exterior seasonal patios, one with a partial roof cover with a variance for hard cover. APPLICANT Chanhassen Butcher, LLC and Chanhassen West 79th Street, LLC SITE INFORMATION PRESENT ZONING:  Highway and Business Services District, BH LAND USE:Commercial ACREAGE:  1.24 acres (54,014 SF)  DENSITY:  F.A.R. 0.14  APPLICATION REGULATIONS Chapter 20, Article 2, Division 3, Variances Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article XVII, “BH” Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office­Institutional Developments PLANNING COMMISSION STAFFREPORTTuesday, September 3, 2019SubjectConsider a Request for Site Plan Review with a Variance for Hard Cover for Expansion of aRestaurant located at 590 West 79th StreetSectionPUBLIC HEARINGS Item No: C.1.Prepared By Bob Generous, Senior Planner File No: Planning Case No. 2019­08PROPOSED MOTION:The Chanhassen Planning Commission recommends that City Council approve the restaurant expansion to includetwo exterior patios of 900 and 677 square feet with a variance to permit the addition of 946 square feet ofhardcover to permit 73 percent hardcover subject to the conditions of the staff report; and adopts the Findings ofFact and Recommendation.SUMMARY OF REQUESTConsider Site Plan Review request with a variance for hard cover for expansion of restaurant to add two exteriorseasonal patios, one with a partial roof cover with a variance for hard cover.APPLICANTChanhassen Butcher, LLC and Chanhassen West 79th Street, LLCSITE INFORMATIONPRESENT ZONING:  Highway and Business Services District, BHLAND USE:CommercialACREAGE:  1.24 acres (54,014 SF) DENSITY:  F.A.R. 0.14 APPLICATION REGULATIONSChapter 20, Article 2, Division 3, VariancesChapter 20, Article 2, Division 6, Site Plan ReviewChapter 20, Article XVII, “BH” Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office­Institutional Developments BACKGROUND On February 26, 1996, City Council approved a site plan for a 5,500 square­foot restaurant with a five percent hardcover variance to permit 70 percent hardcover, and denied a variance to permit two wall signs. RECOMMENDATION Staff recommends that the Planning Commission recommend approval of Site Plan #2019­08 to permit the construction of two exterior patios with a variance to permit an additional 946 square feet of hardcover for a total of 73 percent hardcover, plans prepared by CNH Architects dated 8/22/19, and Westwood dated 8/20/19, subject to the conditions of the staff report; and adoption of the Findings of Fact and Recommendation. ATTACHMENTS: Staff Report Findings of Fact Development Review Application Project Narrative ALTA Survey Grading and Drainage Plan Floor Plan and Building Elevation W. 79th Street Parking Lot Public Hearing Notice and Affidavit of Mailing List CITY OF CHANHASSEN PC DATE: September 3, 2019 CC DATE: September 9, 2019 REVIEW DEADLINE: October 1, 2019 CASE #: 2019-08 BY: RG, EH, DN, JS, ET SUMMARY OF REQUEST: Consider Site Plan Review request with a variance for hard cover for expansion of restaurant to add two exterior seasonal patios, one with a partial roof cover with a variance for hard cover. LOCATION: 590 W. 79th Street Lot 4, Block 1, Crossroads Plaza 3rd Addition, Carver County, Minnesota PID 252490040 APPLICANT: Chanhassen Butcher, LLC Chanhassen West 79th Street, LLC 14663 Quebec Place 8560 Kelzer Pond Drive Savage, MN 55378 Victoria, MN 55386 (651) 331-0620 (612) 439-4632 loneoakmarket@gmail.com andymcconville@solomonre.com PROPOSED MOTION: “The Chanhassen Planning Commission recommends that City Council approve the restaurant expansion to include two exterior patios of 900 and 677 square feet with a variance to permit the addition of 946 square feet of hardcover to permit 73 percent hardcover subject to the conditions of the staff report, and adopts the findings of fact and recommendation.” 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 2 PRESENT ZONING: Highway and Business Services District, BH 2020 LAND USE PLAN: Commercial ACREAGE: 1.24 acres (54,014 sq. ft.) DENSITY: F.A.R. 0.14 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city’s discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY Site Plan Review request with a variance for hard cover for expansion of restaurant to add two exterior seasonal patios of 900 and 677 square feet, one with a partial roof cover. The 630 square feet of roof and the additional sidewalks on site exceed the approved hardcover for the parcel. APPLICABLE REGULATIONS Chapter 20, Article 2, Division 3, Variances Chapter 20, Article 2, Division 6, Site Plan Review Chapter 20, Article XVII, “BH” Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments BACKGROUND On February 26, 1996, City Council approved a site plan for a 5,500 square foot restaurant with a five percent hardcover variance to permit 70 percent hardcover and denied a variance to permit two wall signs. On November 13, 1995, City Council approved preliminary and final plat to replat Lot 2, Block 1, Crossroads Plaza 2nd Addition into four lots and site plan review for a 7,742 square foot Tires Plus facility on Lot 1, Block 1, Crossroads Plaza 3rd Addition. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 3 On March 9, 1992, City Council approved Crossroads Plaza 2nd Addition, which replatted Lots 1 and 2, Block 1, Crossroads Plaza Addition into two lots, and site plan review for an 11,468 square foot bank and office building for Americana Bank on Lot 1, Block 1, Crossroads Plaza 2nd Addition. On February 12, 1989, City Council approve preliminary and final plat for Crossroads Plaza Addition creating two lots and four outlots. Two of the outlots were used for Highway 5 right- of-way and two of the outlots were used for stormwater ponds. SITE CONSTRAINTS Wetland Protection There is not a wetland located on the property. Bluff Protection There are no bluffs on the property. Shoreland Management The property is not located within a shoreland overlay district. Floodplain Overlay This property is not within a designated FEMA floodplain. SITE PLAN REVIEW The applicant is proposing the addition of two patio decks of 900 and 677 square feet. Since staff may only approve a 10 percent increase to an approved site plan (Section 20-108, Chanhassen City Code), the proposed expansion requires site plan review and approval. Additionally, while the decks do not count against hardcover since they permit water to pass through to the ground underneath, the applicant is proposing a roof over 630 square feet of the attached deck on the south side of the building. This roof area and the additional sidewalks for the property will increase the hardcover by 946 square feet or three percent to 73.1 percent hardcover. The applicant prepared a schematic of how they could potentially meet the hardcover requirements. However in order to do so, they would remove four parking stalls on site. The removal of parking spaces is not in the best interest of the business nor the city. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 4 ARCHITECTURAL COMPLIANCE Size Portion Placement Access to the building is through the existing entrance in the northwest corner of the building. Material and Detail The building is made of reddish-brown brick. The decks will be built of wood with a black, standing seam roof over 70 percent of the south patio deck. Color The decks shall be brown. The fencing around the patio as well as the railing at the deck will both be decorative prefinished metal picket fence style in black. A black, standing seam metal roof will be added above the south patio. Height and Roof Design A black, standing seam metal roof is being added over 70 percent of the proposed southern patio. Facade Transparency The proposed expansion are for open sided patio decks, which are visible from the public right- of-way. Site Furnishing Tables, chairs and umbrellas will be used on the exterior patio decks. Loading Areas, Refuse Area, Etc. Screening of refuse and waste containers is in the enclosure on the east side of the building. Lot Frontage and Parking location Parking is located on the north side of the building. Additionally, there are cross access and parking agreements with the other parcels in the Crossroads development. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 5 ACCESS Vehicular access to the proposed “Tequila Butcher” site, located at 590 W. 79th Street, currently exists via a shared commercial driveway through the eastern property line. There are cross access agreements with all the abutting properties including the Walgreen’s site to the west via an internal driveway connecting the properties. No improvements to the existing vehicular access have been proposed with the applicant’s submittal, while pedestrian access improvements to the site have been proposed. The applicant is proposing the removal of the existing western sidewalk access point and the addition of two new sidewalk access points: one is located at the southwest corner of the south patio and will provide egress to the new north-south sidewalk; the other is located on the west side of the building providing north/south access from the existing public sidewalk located near the southern property line to the main building. The north/south access sidewalk will also be the main pedestrian route to and from a future parking lot located across W. 79th Street. All accessibility barriers (e.g. stairs) should be removed and the sidewalks proposed should be fully ADA compliant. EASEMENTS There exists 20-foot public drainage and utility easements on the south and east property lines (abutting W. 79th Street and the private drive, respectively), and 5-foot public drainage and utility easements on the west and north property lines. The applicant is proposing the installation of fencing and private sidewalks within the public drainage and utility easements and will be required to file for an encroachment agreement with building permits. There are numerous private easements that affect the subject property as identified by the ALTA/NSPS Land Title Survey provided by the applicant. There are cross access and parking agreements with the other parcels in the Crossroads development. The applicant is required to ensure all terms, conditions and obligations of these easements are met prior to construction. GRADING, DRAINAGE AND EROSION CONTROL Minimal site grading is proposed for the proposed expansion. The site is currently developed and grading will be limited to the installation of new sidewalks discussed under the ACCESS section of this report, as the patios will be installed as decking. Grading will require erosion control measures and best management practices (BMPs) be installed. Upon submittal of construction plans for building permits, the applicant shall update the grading plan to include the location of silt fence, bio rolls, concrete washouts, inlet protections, and any other erosion and sediment control BMPs that will be used during construction. The applicant is proposing to improve the existing structure with the installation of two patios. Patio B is completely uncovered, and Patio A has approximately 630 square feet of cover. Including the additional sidewalks (534 square feet), the increase to impervious surface will be 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 6 1094 square feet. However, with a reduction of impervious area of 218 square feet from the removal of the western sidewalk access, the total net increase to impervious area is proposed to be 946 square feet. UTILITIES The site is currently served by existing sanitary and water services, however, the site plan does not show existing utilities on or around the property. The applicant will be required to update plans to illustrate the locations of services and include a note on the plans to call 811 for locates prior to any work being performed. No changes to the existing utilities has been proposed at this time. LANDSCAPING The applicant is required by ordinance to provide landscaping around the exterior of the building as well as along the public right-of-way. These items are required with or without approval of the variance. Required Proposed Frontage road boulevard trees 5 trees 5 trees The applicant meets ordinance requirements for landscaping. However, rather than providing a rain garden, the applicant shall plant an additional tree, such as a Freeman Maple, in this location. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 7 LIGHTING/SIGNAGE Parking lot lighting is currently in place. A new wall sign and shared monument sign are allowed. A separate sign permit is required for each sign. Signage must comply with the sign criteria for the BH District. MISCELLANEOUS Remodel of interior will require separate fire sprinkler, fire alarm, and kitchen hood suppression system permits. Sprinklers will possibly be required under the exterior covered patio ceiling. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. Building plans must include a code analysis that contains the following information: Key plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext. walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. Detailed occupancy related requirements will be addressed when complete building plans are submitted. COMPLIANCE TABLE Code Project Building Height two-stories one-story NA feet 21 feet to top of parapet Building Setback N - 20' E - 10' N - 141' E – 19.5' W - 10' S - 25' W - 97' S –25’ Parking Stalls 124 stalls 136 stalls (Standards: restaurant full liquor 1/50 sq. ft. 5,806/50 = 116; patios 1/200 sq. ft. 1,577/200 = 8) Parking Setback N - 0' E - 0' N - 0' E - 0' W - 0' S - 10' W - 0' S - 0' Hard Surface Coverage 65% @ 73% # Lot Area 20,000 sq. ft. 54,014 sq. ft. (1.24 ac.) @ - A variance to permit 70 percent hardcover was approved by the city in 1996. # - A variance request to increase the hardcover by 946 square feet to permit 73 percent hardcover is incorporated in the request. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 8 RECOMMENDATION Staff recommends that the Planning Commission recommend approval of Site Plan #2019-08 to permit the construction of two exterior patios with a variance to permit an additional 946 square feet of hardcover for a total of 73 percent hardcover, plans prepared by CNH Architects dated 8/22/19, and Westwood dated 8/20/19, subject to the following conditions: Building 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. Building plans must include a code analysis that contains the following information: Key plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext. walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 3. Detailed occupancy related requirements will be addressed when complete building plans are submitted. Engineering 1. All newly proposed pedestrian access routes shall be ADA compliant. 2. An Encroachment Agreement Application shall be filed for any structures places in public drainage and utility easements. 3. Grading plans shall be updated to include erosion control Best Management Practices upon submittal of building permits. 4. Site plan shall be updated upon submittal of building permits to include: a. Legend b. Engineering scale c. Vicinity map d. Existing utilities (and services) e. Detail plates f. Call 811 notes Fire 1. Remodel of interior will require separate fire sprinkler, fire alarm, and kitchen hood suppression system permits. 2. Sprinklers will possibly be required under exterior covered patio ceiling. Planning 1. The applicant shall enter into a Site Plan Agreement with the City and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. The applicant shall install an additional over-story tree to the southeast of the south deck. 590 W. 79th Street, Planning Case 2019-08 September 3, 2019 Page 9 ATTACHMENTS 1. Findings of Fact 2. Development Review Application 3. Project Narrative 4. ALTA/NSPS Land Title Survey 5. Tequila Butcher Schematic Site Plan by CNH Architects 6. Grading and Drainage Plan by Westwood 7. West 79th Street Parking Lot 8. Public Hearing Notice and Mailing List g:\plan\2019 planning cases\19-08 tequila butcher - applebees site 590 w. 79th street\staff report tequila butcher.doc 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Chanhassen Butcher, LLC and Chanhassen West 79th Street, LLC for Site Plan review with a variance for hardcover. On September 3, 2019, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Chanhassen Butcher, LLC and Chanhassen West 79th Street, LLC for Site Plan Review to add exterior patio decks of 677 square feet and 900 square feet to a one-story restaurant building with a variance to the site hardcover on the property located at 590 W. 79th Street. The Planning Commission conducted a public hearing on the proposed conditional use and site plan, which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services District (BH). 2. The property is guided by the Land Use Plan for Commercial uses. 3. The legal description of the property is: Lot 4, Block 1, Crossroads Plaza 3rd Addition, Carver County, Minnesota 4. Site Plan. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. The proposed development, an expansion on the existing restaurant development of the property, is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b. The proposed development is consistent with the site plan review requirements and meets all the specifications of City Code subject to compliance with the Conditions of Approval and approval of the hard cover variance; c. The proposed development will preserve portions of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed areas; 2 d. The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e. The proposed development creates functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and the general community; 2. The amount and location of open space and landscaping; 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. The proposed development protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 5. Variance – 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: The zoning of the property limits hard cover to 65 percent. As originally approved, the site was given a variance to permit a restaurant with a liquor license, which requires a significant amount of parking, relative to other commercial uses. Had the property been located north of the railroad tracks, there would not be a hardcover limitation and no variance would be required. The use is a permitted use in the zoning district. 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 3 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 proposed patio area is consistent with other restaurant uses in the community. By adding the roof over the southerly patio, they created additional hardcover. In addition, the city is requiring that they install more sidewalks on the site, further increasing the hardcover. 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, but allows for a restaurant operation consistent with their business model. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The property is located in a zoning district that has severe limitations on hardcover, but permits uses that require significant parking standards. The proposed development has a floor area ratio (F.A.R.) of only 0.14. Normally, commercial uses have a F.A.R. of 0.2 or higher. e. The variance, if granted, will not alter the essential character of the locality. Finding: The proposed patios are very similar to the patios on the restaurants directly to the east of the site. 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. 6. The planning report #2019-10 dated September 3, 2019, prepared by Robert Generous, et al, is incorporated herein. 4 RECOMMENDATION The Planning Commission recommends that the City Council approve the Site Plan with variance for hardcover subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 3rd day of September, 2019. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Steven Weick, Chairman g:\plan\2019 planning cases\19-08 tequila butcher - applebees site 590 w. 79th street\findings of fact tequila butcher.docx avI9 -0y COMMUNITY DEVELOPMENT DEPARTMENT anning Division— P.O. 147 nhard CITY OF CILANHASSENMailingAddress— O. Box 147,Chanhassen,MN 55317110 11 Phone:(952)227-1300 I Fax:(952)227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Oats (3I-l lPC Oats.ClI '3 i CC Dat. I x. 1 Int 60-Day Review Date:16( I I I C'i Section 1: Application Type (cheek all that apply) lRefor tot,*aop"t>Fviare Appr.'cahen Chocei sf for required subrmtar rntormorron thol must occonglany this opplratron) Comprehensive Plan Amendment 5600 0 Subdivision(SUB) Minor MUSA line for fading on-site sewers $100 Create 3 lots or less 300 Conditional Use Permit(CUP) E Create over 3 lots 600+S15 per lot lots) Single-Family Residence 325 Metes&Bounds(2 lots) 300 All Others 5425 0 Consolidate Lots 150 Intenm Use Permit(IUP) Lot Line Adjustment 5750000 FinalPlal In conjunction with Single-Family Residence.,$325 Includes$450 escrow for attorney costs)' O All Others 425 Adddoonal escrow may be required for other applications through the development contract Rezoning(REZ) Planned Unit Development(PUD) S750 0 Vacation of Easements/Right-of-way NAG) $300 Minor Amendment to existing PUD 100 Addiuohal recording fess may apply) D All Others S500 0 Variance(VAR) 200 Sign Plan Review S150 0 Wetland Alteration Permit(WAP) Site Plan Review(SPR) Single-Family Residence 5150 Administrative 100 All Others 5275 O Commercialllndustnal Dislricts' 500 Zoning Appeal S100 Plus 510 per 1.000 square feet of building area: 5 thousand square feet) o Zoning Ordinance Amendment(20A) S500 incluse number of vxisSnq employees' Include numnet of new employees NOTE: When multiple applications are processed concurrently, Residential Districts 5500 the appropriate fee shall be charged for each application. Plus$5 per dwelling unit( units) 0 Notification Sign jCdy to instar and remove) 200 0 Property Owners'List within 500'(City to generate atter pre-applicabn meeting) 3 per address 13 addresses) Escrow for Recording Documents(check all that apply) S50 per document Conditional Use Permit 0 Interim Use Permit Site Plan Agreement 0 Vacation Variance Wetland Alteration Permit Metes&Bounds Subdivision(3 docs.) Easements( easements) 0 Deeds S1,039TOTALFEE: Section 2: Required Information Description of Proposal: Expansion of restaurant to add 2 extortor seasonal patios,one with a partial root cover. 590 79th Street West Properly Address or Location: Parcel,y: 252490040 Legal Description: Lot 4,Block 1 Crossroads Plaza 3rd Addition Total Acreage 1 24 acres Wetlands Present? Yes 0 No Present Zoning.Select One Requested Zoning: Select One Present Land Use Designation:Select One Requested Land Use Oesignalton: Select One Existing Use of Property: Restaurant OCheck box if separate narrative Is attached Scanned by CamScanner 1 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER:to signing this application.I.as applicant,represent to have obta.ned authonza:on from the arc:t ny owner to file this application.I agree to be bound by Conditions of approval.subject Ally to the right to object at me heanngs on the application or dunng the appeal period. If this application has not been signed by the property owner I have attached separate documentation of fa legal capacity to file the application This application should ae processed in my name and I am the party whom the City should contact regarding any matter pertaining to this app'ca:ron I v ill keep myself informed of the deadlines for submission of malenal ano the progress of th s application, I further understand that add tonal lees may be charged for consulting fees.feasibility studies,etc.with an estimate prior to any authonzat on to proceed with the study. I ertify that the information and exhibits su tried are tru nd correct. Name: (, \ci,\i‘o4le.,-, laAtL,c ILL Sri p 1-Ft d4) Contact* s Address. is . _ Phone: C251 ?. S5_0(e C:ty State:Zip , 4 0.SS t Cell: ( 5 Ot% Email 10,e, a Ito/ t fain Fax: Signature: Dale: 0)11 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 dunng the appeal periods.I will keep myself informed of the deadlines for submission of material and the progress of this application. 1 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 thatfthe information and exhibits submittedl_ are true and correct. Name:C:h t i e a ? J Tri T G' Contact: G/- g 1,4,d tk Address:_ B,jbC1 ` ,../"...e.,--- /i.A.,tt.Y,Phone:1 Cyd,-d3`7-41C 301 City'Slate/Zip: 14 c./v/i i rel 53-3J C Cell: I( Email: y r.c yi?tcccire_ @.a1iFax: 4, 5; f7/71i_.,ettSignature: l10- 1,de,eve\ Date: P. /'r ThisThis 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 ARCHITECT if applicable) Name: CNH Architects Contact: Quinn Hutson Address' 7300 W 147th Street,Suite 504 Phone: 952)431-4433 CnyfStatefZ p: Apple Valley,MN 55124 Cell: 612)790-7943 Email: ehulson a©cnharch.com Fax: N/A Section 4: Notification Information Who should receive copies of staff reports? Other Contact Information: Q Properly Owner Via Q Email 0 Mailed Paper Copy Name: E] Applicant Via Q Email 0 Mailed Paper Copy Address: CI Engineer Via: CI Email Mailed Paper Copy City/Slate/Zip: Other' Via: Email Mailed Paper Copy Email: 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 Scanned by CamScanner 7300 WEST 147TH STREETSUITE 504APPLE VALLEY, MN 55124-7580(952) 431-4433 August 16, 2019 Project Narrative: Tequila Butcher Restaurant . The Tequila Butcher Restaurant is a proposed remodeling and patio expansion of the former Applebee’s Restaurant at 590 West 79th Street in Chanhassen. The restaurant will be locally owned and operated by the same family as Burgers & Bottles, Volstead House, Bourbon Butcher, and Whiskey Inferno all popular restaurants around the south metro. The project site is located in the Crossroads Plaza development accessed off West 79th Street just east of Market Boulevard one block north of Highway 5. The property is a 1.24 acre existing restaurant and parking lot site. The property is zoned BH – Highway and Business Services District as are the properties surrounding the site. The current and proposed restaurant is an allowed use within this zoning district. The existing restaurant has a gross floor area of 5,792 square feet and will remain the same size with remodeling of interior finishes and layout to create the new restaurant image. There will be two proposed exterior patios added to the site to provide 132 seats of seasonal guest seating for the restaurant, an amenity that is not currently provided with the former restaurant building. The west patio will be at grade near the front entrance of the restaurant and will include a yard game enclosure. The second patio will be attached to a portion of the south side of the building and will be raised above grade level with the restaurant floor height in this area. This attached patio will include a 630 square foot portion of the seating covered by a new canopy roof. Parking for the restaurant and expanded seasonal patio seating calculates to a minimum requirement of 124 stalls. The current parking provided, including the new stalls to be added along 79th Street, is a total of 136 stalls resulting in 12 stalls more than the minimum ordinance requirement. The new patios will all be constructed with wood deck framing and composite decking allowing rainwater to flow through the deck in order to not increase the impervious surface of this overall site. However, the new canopy roof and required added sidewalks provide a net additional impervious surface of 1,094 square feet. This increase in impervious surface brings the site total impervious surface to 72.7% which is slightly over the maximum allowed ordinance amount of 70%. The calculations indicate that the current impervious surface is already slightly over the ordinance maximum by 375 square feet. The new canopy and sidewalk will add an additional 719 square feet of net impervious surface, still only 2.7% total area over the ordinance. To address this slight additional impervious surface the project is requesting a variance to the impervious surface maximum allowed by city ordinance. Initially the restaurant considered removing four parking stalls to compensate for the additional impervious surface which would still result in more parking stalls than ordinance minimums, however the consensus is that removing parking stalls is counter-productive with the overall goal of adding parking for the Crossroads Plaza center in general, especially when the overage is such a small percentage of the allowed amount. The following items identify why this variance would meet the findings as required for granting a variance. a. This variance will remain consistent with the comprehensive plan and the general purpose of the ordinance. Parking lot pavement will not be increased but only a decorative canopy over a portion of the attached patio. Further the rainwater from this canopy roof will be collected by a gutter and run into a rain garden area in the adjacent landscaped area, not into the storm sewer system. b. The practical difficulty is the intent to increase parking for the overall development. As noted above, if the project offset the impervious surface overage by reducing parking stalls, the project would be in compliance with both the impervious surface amount and the minimum parking for the restaurant including seasonal patios. However, due to the broader shortage of parking stalls in this overall area, the variance addresses the existing conditions to increase total parking stalls in the district. c. The variance is based on a broader parking availability concern, not on economic considerations. d. The shortage of parking is not based on this restaurant but is a result of the conditions in the broader area. e. The increase in impervious surface will not change the character of the locality, in fact the project will enhance the neighborhood by expanding landscaping and providing additional seasonal outdoor dining for residents of the region. The existing building exterior is finished with brick, glass, prefinished metal standing seam accent roofs, and a limestone clad entrance tower. The new attached patio will have a pre-finished metal standing seam canopy roof, stained cedar colored wood deck framing, and a prefinished metal picket railing to match the picket fencing added to the site. This canopy will fit well with the existing building massing and enhance the south side of the building facing 79th Street as shown in the provided colored elevation. New landscaping is also shown including overstory trees along 79th Street and extensive additional base plantings along both new patios including 100 added shrubs and perennials. The civil engineering drawings indicate the minor grading for this project. The stormwater impacts were reviewed by the watershed district and the impacts are sufficiently minor to not require a watershed permit. In essence, there is no change to parking lot stormwater impacts and the minor stormwater addition from the patio canopy is directed to a rain garden area. In conclusion, the proposed Tequila Butcher restaurant provides for an exciting new dining option for the Chanhassen residents as well as guests from around the region. The added seasonal outdoor patio seating provides a great location to enjoy dining outside and creates an upgraded image between the new patios and extensive landscaping. On behalf of Tequila Butcher, we are pleased to have this opportunity to bring this new restaurant to Chanhassen. Sincerely, Quinn S. Hutson, AIA, LEED AP Principal CNH Architects, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 FO EX-MH RE = 945.71 EX-MH RE = 945.60 950947948949951950950949949951951 952 950949951952953 95 0 94 7 9 4 8 9 4 9950 947 948 949 946 947950.91 Existing landscaping Existing lan d s c a p i n g Existing landscaping Proposed Covered Patio with Roof 630 SF Proposed Uncovered Patio 270 SF Patio 'A' Patio 'B' Proposed Uncovered Patio 677 SF Walk-ins Existing landscapi n g Property Line Drainage and Utility Easement per the plat of Crossroads Plaza 3rd Addtion Roof above Existing sidewalk Proposed Fenced Area Existing Restaurant Building Existing lan d s c a p i n g Existing sign Proposed Sidewalk 331 SF Proposed new sidewalk 133 SF 951.3 951.3 951.1 951.1 951.1 951.1 952.3 952.3 952.3 952.3 949.8 -4.0% -2.0% (TYP.)948.7 G 950.5 G 950.5 G 950.0 G 951.1 G 951.1 951.1 G 950.0 947.6 949.7 946.6 950.7 G 950.6 G-4.0%-2.0% (TYP.)STOSTOST O ST O ST O ST O ST O ST O ST O STOST ST ST S T O S T O S T O STOSTOSTOSTOSTOSTOSTO STOSTOSTOSTO P:\Projects\2019\19064\Central\19064-ChanhassenRestaurant_qhutson@cnharch-CNH-LOGO-556336.jpg1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © COPYRIGHT BY CNH ARCHITECTS, INC.7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 REVISIONS: DATE:8/19/2019 12:33:10 PM.C1Tequila Butcher590 West 79th StreetChanhassen, MN 5531719064 08/16/19 Drainage and Grading PlanPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150NOT FOR CONSTRUCTION 0'20'40'60' 1"=20' 952.3950.6 G PROPERTY LINE 982 980 STORM SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION (G = GROUND) FLOW DIRECTION CURB AND GUTTER GRADING LEGEND 0.00%N:\0020082.00\dwg\0020082C-GRAD.dwgDATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTADANIEL M. PARKS08/19/201918919 UP Existing brick soldier course; paint black Prefinished metal standing-seam patio roof Prefinished metal gutter and fascia Solid wood column and braces, stain Prefinished metal picket railing Wood deck framing, stain Existing brick walls Back Bar Host Stand Waiting Vestibule 101 Bar/Dining Room 102 Private Event Space 103 Kitchen 104 Women's Restoom 105 Men's Restroom 106 Existing roof above 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © COPYRIGHT BY CNH ARCHITECTS, INC.7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 REVISIONS: DATE:C:\REVIT (local)\2019\19064 - Chanhassen Restaurant_AKlis.rvt8/14/2019 11:24:04 AMCITY SUBMITTAL CS02Tequila Butcher590 West 79th StreetChanhassen, MN 5531719064 08/14/19 Floor/Furniture Plan and Exterior Elevation 1/4" = 1'-0"CS02 A1 South Elevation - Colored 1/8" = 1'-0"CS02 E8 Floor/Furniture Plan TTGEWESTS TR E E T79THMARKET BOULEVARDARBORETUM BOULEVARD (MN STATE HIGHWAY 5)APPLEBEE'SN:\0020082.00\DWG\CIVIL\PARKING\0020082CV01.DWG WEST 79TH ST. PARKING LOT © 2019 Westwood Professional Services, Inc.CONSTRUCTION PLANSWEST 79TH ST. PARKING LOTCHANHASSEN, MNPREPARED FOR:SOLOMON REAL ESTATE GROUP8560 KELZER POND DRIVEVICTORIA, MN 55386CONTACT: JAY SCOTTPHONE: 651.336.6060EMAIL: JAYSCOTT@SOLOMONRE.COMFORFORSITE & GRADINGPREPARED BY:PROJECT NUMBER: 0020082.00CONTACT: DANIEL M. PARKSPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150CONSTRUCTION PLANSWEST 79TH ST. PARKING LOTCHANHASSEN, MNFORFORSITE & GRADINGINITIAL SUBMITTAL DATE: 07/23/19SHEET: C000 OF 4PROJECT NUMBER: 0020082.00Sheet NumberSheet TitleC000COVERC100EXISTING CONDITIONS & REMOVALS PLANC200CIVIL SITE PLANC300GRADING, STORM SEWER, & EROSION CONTROL PLANCONTEXT MAP (1"=80')NOT FOR CONSTRUCTION SSSSSSWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATEDGE OF WATEREDG E O F W A T E REDGE OF WATERFESINV=943.18PONDPONDEX. CBRE=945.71EX. CBRE=945.60EX. FESIE=941.64STOSTO STO STSSSSSSFOWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWAT953952951950948947946945 944943942946947951950949948 9479489479469469459 4 4 9 4 3 9 4 2943944 946FESINV=943.18SSTSTTSSSTGESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANWATWATWATWATWESTS TR E E T79THARBORETUM BOULEVARD (MN STATE HIGHWAY 5)REMOVE CURB & GUTTERREMOVE CURB & GUTTERREMOVE TREE (TYP.)REMOVE TREE (TYP.)B-2B-1B-3\\\\\\\\\\\\\\\\\\\\\MANHOLE NOT LOCATED IN SURVEYXXXXXXXXXXXXXXXSHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082EX01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTEXISTING CONDITIONS &REMOVALS PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC10007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19XEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXX 79TH STREET WESTTTGESTXXXAPPLEBEE'SXX XXXXXXXXXXXXXXXXXXFOCONCRETESIDEWALKFENCEPED. CROSSING AND ISLAND(BY CITY)PONDINGMODULAR BLOCKRETAINING WALL2213.5'25.62 '11.73'12.57'18.70'15'R3'R20'R15'R10'R150.79'R260.82'R293.02'R118.59'R25'R15'R 1 0 'R15'15'5'8.48'AA3'7'PLACE ROCK MULCH BETWEEN BACKOF CURB AND RETAINING WALLFENCEEDGE OF WATERBEGIN ONE-WAYNO TRUCKSSIGNSSODDED BOULEVARD (TYP.)DO NOT ENTERSIGNDO NOT ENTERSIGNSTOP SIGN6'HANDICAP PARKINGAND RAMP SIGNAGE45°(TYP.)W. 79TH ST. TURN LANESTRIPING BY CITYB612 CURB ANDGUTTER (TYP.)RAMP W/ TRUNCATED DOMESSODSHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082SP01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTCIVIL SITE PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC20007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.001.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.10.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.11.PARKING LOT STRIPING TO BE TWO COATS OF 4" WHITE PAINT WITH EPOXY AND SILICA SAND.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALK (4" CONC. OVER 4" CLASS V)TIP-OUT CURB AND GUTTERSITE LEGEND5T PARKING LOT CROSS-SECTION A-AN.T.S.LAST REVISED:07/17/1918.7'13.5'5'3'7'EX. SLOPERETAINING WALLDRIVE LANEPARKING STALLSEX. CURBAND STREETFENCESI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17BITUMINOUS PAVEMENT SECTIONBITUMINOUS PAVEMENT (STANDARD DUTY)1.5" MnDOT TYPE 2360 SPWEA240B WEARING COURSE2" MnDOT TYPE 2360 SPNWB230B BASE COURSE6" MnDOT SPEC. 3138 CLASS 5APPROVED SUBGRADEMNDOT SPEC. 2357 BITUMINOUS TACK COAT6"MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4"MIN.2'8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4"MIN.2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPHANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITYCODEHANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67. 5 ° FOWATWATWATWAT953952951950948947946945944943942 946947951950949948 9479489479469 4 69459 4 49439 4 2943944 946SSSSSWATWATWATSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWAT EX. CBRE=945.71EX. CBRE=945.60EX. FESIE=941.64STOSTO STO STXXXAPPLEBEE'SX X XXXXXXXXXXXXXXXXXX79TH STREET WESTSSTSTTSSSTGESANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANSANWATWATWATWAT945.40945.90946.15946.20946.26946.50946.00947.20946.76947.01946.13947.75947.70947.40948.50948.10947.69948.94946.98945.99945.24946.59942.70947.00946.25942.04942.04BBSFSF SFSFS FSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF 947.00950946946947947947948949951940 940945 938 938939 939941 94 1 94 2 942 942 94 3 944 946947947 947.04946.83946.73946.40945.99945.96946.32945.75946.49945.71945.75944.40946.21944.69SEED & MULCH DISTURBED AREASILT FENCE (TYP.)SODDED BOULEVARD (TYP.)INLET PROTECTIONCB 27" ∅RE=945.40IE=941.77R-3067 CASTINGW/ 3' SUMPFESIE=941.5054 LF - 12" RCP @ 0.50%ROCK CONSTRUCTION ENTRANCECITY POND RM-P4.6NWL=941.5100-YR HWL=947.00100-YR HWL=949.48 (WATERSHED)PROPOSED PONDPOND BOTTOM=938.00NWL=941.50SFSFSFSFSFSFSFSFSFSFSFSFSFSFMNDOT SEED MIX33-262 ON SLOPEMNDOT SEED MIX33-261 IN WET AREASEED POND, SLOPES, &EMBANKMENT W/WOOD-FIBER BLANKETSEED & MULCH DISTURBED AREASSOUTH OF RETAINING WALLSEE OVERFLOWOUTLET PLAN DETAIL3:1 (TYP.)RESPONSIBLE PARTYJAY SCOTTDESCRIPTIONSTART DATESTART OF WORK09/05/19INSTALL EROSION CONTROL09/05/19START GRADING & RETAINING WALL CONSTRUCTION09/09/19PLACE SEED, MULCH, & FIBER BLANKET09/23/19INSTALL STORM SEWER, RIP RAP, & POND OVERFLOW09/30/19BEGIN CURBING, SIDEWALK, & GRAVEL FOR PARKING LOT10/07/19PAVE PARKING LOT10/21/19INSTALL SOD & FENCING10/28/19END OF WORK11/30/19SHEET NUMBER:DATE:PREPARED FOR:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAN:\0020082.00\DWG\CIVIL\PARKING\0020082GD01.DWG CHANHASSEN, MN07/23/19DMPDMPTDMWEST 79TH ST. PARKING LOTGRADING, STORM SEWER, &EROSION CONTROL PLAN8560 KELZER POND DRIVEVICTORIA, MN 55386WEST 79TH ST. PARKING LOTC30007/23/191891907/23/19DANIEL M. PARKSSOLOMON REAL ESTATE GROUPNOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'..........20'PROJECT NUMBER: 0020082.00PROPERTY LINE982980POND NORMAL WATER LEVELTOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING & EROSION CONTROL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THEENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCHEXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATEREDUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH ASBARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERENECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.5.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.6.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITHUNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.7.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.8.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITYCONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLETO THE OWNER AND THE REGULATING AGENCIES.10.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE.PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLEDUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTIONOF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIEDHEREIN.13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED INACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER.14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FORTHE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICALENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITHTHE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.POND CROSS-SECTION B-BN.T.S.LAST REVISED:07/17/193:13:1NWL = 941.5'NWL = 941.5'5'EXISTING CITY PONDPROPOSED PONDPOND BOTTOM = 938.00BERM TOP = 942.00OVERFLOW=941.505'SILT FENCEROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTIONSFSCHEDULE & RESPONSIBLE PARTY1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS AREBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OR ENGINEER OF DISCREPANCIES.2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITHTHE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORMSEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK ORVERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORUNLESS OTHERWISE ARRANGED WITH THE OWNER.4.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.5.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BYTHE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING.CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITYUNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICETO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.6.STORM SEWER PIPE:A.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGERUNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.B.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBINGCODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTAPLUMBING CODE, PART 712.7.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION.THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER ORENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.GENERAL STORM SEWER NOTESPOND OVERFLOW OUTLET PLAN DETAILN.T.S.LAST REVISED:07/19/19941.55.0'5.0'942942CLASS 3 RIP RAPBERMST05RIPRAP AT OUTLETS810108121418201612L(Ft.)TABLE OF QUANTITIES24"DepthDepth18"RiprapRiprapApron(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)RiprapDepth12"(In.)PipeRoundDia.2.32.11.51.21.00.70.50.40.316.413.212.39.48.56.45.92.21.71.61.10.90.80.60.40.30.312.39.99.27.16.44.84.41.51.21.10.80.60.50.40.30.20.212.510.68.26.66.24.74.33.23.0RIPRAP AT OUTLETSCLASS IVCLASS IICLASS III2.929.624.921.122.218.715.814.848423630272421181512PLANSECTION B-BRIPRAP1'2'2'SECTION A-AGRANULAR FILTERGEOTEXTILE FABRICMNDOT 373352GRANULAR CUSHION4GRANULARCUSHIONGEOTEXTILE FABRICMNDOT 373321'1RIPRAPDIA. E 2'32' 2'AA1441BBLNOTES:1.FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.2.GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS.3.DIMENSION "E" EQUALS INSIDE WIDTH OF APRON.4.GRANULAR FILTER, MNDOT 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER MNDOT 2511.5.GRANULAR FILTER OR RIPRAP, MNDOT 3601, TO EXTEND UNDER ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.6.CONTRACTOR SHALL PLACE RIPRAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED. EXTEND AREA TO MATCH UNDISTURBED SOIL.GranularFilterUnderApronGranularFilterUnderApronGranularFilterUnder4d50 = 6"d50 = 9"d50 = 12"LAST REVISED:08/10/171941941940940