Loading...
Planning Commission Agenda 12-06-2016 AGENDA REGULAR MEETING - MONTICELLO PLA NNING COMMISSION th Tue sday, December 6 , 201 6 - 6:0 0 p.m. Mississippi Room , Monticello Community Center C ommissioners: Brad Fyle , Linda Buchmann, Sam Murdoff , Marc Simpson , Lucas Wynne Council Liaison: Charlotte Gabler Staff: Angela Schumann, Steve Grittman ( NAC ) , Jacob Thunander, John Rued 1. General Business A. Call to O rder B. C onsideration of approving m inutes st a. Regular Meeting Minutes November 1 , 2016 th b. Special Meeting Minutes November 14 , 2016 C. Citizen Comments D. Consideration of adding items to the agenda 2. Public Hearings A. Public Hearing Consideration of a request for Variance to the front and rear yard setback for an attached acces sory use garage in an R - 2 (Single and Two Family Residential) District. Applicant: Daniel L. & Christine R. Stevens B. Public Hearing Consideration of a request for Conditional Use Permit for vehicle sales and rental, a request for Conditional Use Permit f or auto repair minor, a request for Conditional Use Permit for open sales display, a request for Rezoning from B - 4 (Regional Business) to B - 3 (Highway Business), and a request for variance for automobile repair minor beyond the front building line. Applic ant: Larson Building Inc. C. Public Hearing Consideration of a request for amendment to the Monticello Zoning Ordinance, Chapter 5, Section 1 for amendment to regulations for Vehicle Sales and Rental in the B - 4 (Regional Business) District and Chapter 5, S ection 1 for regulations for Accessory Use Auto Repair Minor in the B - 4 (Regional Business District). Applicant: City of Monticello 3. Regular Agenda A. Consideration to adopt Resolution No. PC - 2016 - 045 , a Resolution finding that the proposed sale of Certain Land (PID # 155010029020) by the City of Monticello for commercial purposes is consistent with the City of Monticello Comprehensive Plan B. Consideration of Draft 2017 Planning Commission Workplan C. Consideration of a recommendation for 2017 Planning Commission appointments. D. Consideration of recommendation regarding 2017 Planning Commission schedule. E. Consideration of the Community Development Directors Report 4. Added Items 5. Adjournment MINUTES REGULAR MEETING - MONTICELLO PLA NNING COMMISSION st Tue sday, November 1 , 201 6 - 6:0 0 p.m. Mississippi Room , Monticello Community Center C ommissioners: Brad Fyle , Linda Buchmann, Sam Murdoff , Marc Simpson , Lucas Wynne Council Liaison: Charlotte Gabler Staff: Angela Schumann, Steve Grittman ( NAC ) , Jacob Thunander, John Rued 1. General Business A. Call to O rder Chairman Fyle c alled the meeting to order at 6:00 p.m. B. Consideration of approving m inutes th a. Regular Meeting Minutes October 4 , 2016 MARC SIMPSON MOVED TO APPROVE THE REGULAR TH MEETING MINUTES OF OCTOBER 4 , 2016. MOTION SECONDED BY LINDA BUCHMANN. MOTION CARRIED, 4 - 0 WITH SAM MURDOFF ABSENT . C. Citizen Comments None. D. Consideration of adding items to the agenda None. 2. Public Hearings A. Public Hearing Consideration of a request for Conditional Use Permit for vehicle sales and rental in a B - 3 (Highway Business) and B - 4 (Regional Business) District, a request for Preliminary and Final Plat for Camping World 1st Addition, and a request for Rezoning from a B - 3 to a B - 4 District Applicant: FRHP Lincolnshire, LLC Steve Grittman, NAC introduced the proposed project location for Camping World. The project proposes utili zing several parcels for the operation, which include a seven acre parcel previously owned and occupied by Quality RV. An additional parcel totaling 1.58 acre s is propos ed by the applicant to expand the site for recreational sales and service. Grittman exp lained the seven acre parcel is identified as B - 4 (Regional Business) and the 1.58 acre parcel is identified as B - 3 (Highway Business). To ensure all parcels are the same zoning, the applicant is proposing combining the lots and rezoning the seven acre par cel t o a B - 3 District to allow for vehicle sales, service , and rental on the property through Conditional Use Permit. Chairman Fyle asked the intention of the triangular piece located in the southwest corner of the proposed project. Grittman stated that pa rcel is owned by the City and originally a part of a right - of - way. The initial road design of th Chelsea Road and 90 Street was changed, lea ving a remnant piece of property . The applicant shows the parcel being used for stormwater management , but the parcel would need to be acquired from the City and the final pla t amended to show the parcel as part of the larger lot . Grittman also mentioned a standard in the Monticello Zoning Ordinance that creates a ratio between the building size and lot area for vehicle sales and rental. Currently, the building located on the site is 45,000 square feet, but by adding the additional 1.58 acre parcel, the applicant would be required to increase the overall square footage of the existing building to be 15 percent of the lot coverage . Grittman explained t he applicant could choose to increase the building size per the zoning code or request a variance to the 15 percent lot coverage. Grittman stated it also appears the Zoning Ordinance language has a slight typographical error l isted under the parcel size. City Staff recommends seeking a variance based on the intent of this section of the code. approval of conditional use permits, rezon ing, and plats with conditions, but explained concern with an additional access point at the intersection of Chelsea Road and th 90 Street. Chairman Fyle noted the seven acre parcel was orig inally used as vehicle sales and service . He asked if parcel was rezoned since ownership . Gri ttman explained th at Xcel Energy occupied and utilized the site for office space following the dealership ownership . To accommodate this land use, the area was required to be rezoned to B - 4. Commissioner Murdoff asked for the zoning of surrounding parcels. Grittman stated a mix of B - 3 and B - 4 exists. Chairman Fyle opened the public hearing. Melissa Nance, Director of Real Estate and Development of Camping World, began by providing the stated in August Quality RV ceased operations, with Camping World acquiring the site in September. Camping World has been completing repairs to the parking lot and renovating the existing building. Nance also mentioned that all previous employees of Quality RV are now emp loyees of Camping World and are being paid until the opening of the Monticello store. She also anticipates by the end of the first year having over 50 employees and doubling the previous revenue produced by Quality RV . Commissioner Simpson asked if the Ro 20 years and does not anticipate the closing of that store. Commissioner Simpson asked for clarification of the operations of the Monticello sit e. Nance confirmed sales, service, and retail would be provided. Chairman Fyle asked Nance if she had an opportunity to review and address the comments identified in Exhibit Z of the staff report. Nance responded by having no concerns with complying to Exhibit Z of the staff report . Hearing no further comments from the public, Chairman Fyle closed the public hearing. As Grittman previously explained, Chairman Fyle reminded the Planning Commission of the possible variance request for building size and lo t ratio. Chairman Fyle stated he authorize d City Staff to publish the public hearing notice to comply with meeting notice requirements for the applicant to have a th meeting . Decision 1 . Resolution P C - 2016 - 036, Rezoning from B - 4, Regional Business to B - 3, Highway Business. MARC SIMPSON MOVED TO ADOPT RESOLUTION PC - 2016 - 036, RECOMMENDATION ADOPT ION OF ORDINANCE NO. 655, TH REZONING THE LOT 1, BLOCK 1, 90 STREET 2ND ADDITION FROM B - 4, REGIONAL BUSINESS T O B - 3, HIGHWAY BUSINESS DISTRICT. SAM MURDOFF SECONDED THE MOTION. MOTION C ARRIED, 5 - 0. Decision 2. Resolution PC - 2016 - 037, Conditional Use Permits for Vehicle Sales and Rental and Accessory Vehicle (Automotive) Service SAM MURDOFF MOVED TO ADOPT RESOLUT ION PC - 2016 - 037, RECOMMENDING APPROVA L OF THE CONDITIONAL USE PERMITS FOR VEHICLE SALES AN D RENTAL AND ACCESSO RY VEHICLE (AUTOMOTIVE) SERVICE FOR CAMPING WORLD RV , BASED ON THE FINDINGS IN SAID RESOLUTION, AND SUBJ ECT TO REQUIREMENTS OF EXHI BIT Z. MARC SIM PSON SECONDED THE MOTION. MOTION CARRI ED, 5 - 0. Sam Murdoff asked if Camping World was considering purchasing the small City - owned, right - of - way parcel. Nance confirmed. Murdoff asked if that needed to be considered when approving the preliminary plat. Gri ttman stated that was accommodated in the conditions identified in the staff report. Assuming they do acquire that parcel, it would need to be included in the final plat. Decision 3. Resolution PC - 2016 - 038 , Preliminary Plat for Camping World Addition. SAM MURDOFF MOVED TO ADOPT RESOLUTION PC - 2016 - 038, RECOMMENDING APPROVA L OF THE PRELIMINARY PLAT FOR CAMPING WORLD ADDITI ON, BASED ON THE FIN DINGS IN SAID RESOLUTION, AND SUBJ ECT TO THE REQUIREME NTS OF EXHIBIT Z, AND SUBJECT TO RE SUBMISSION OF A FINA L PLAT INCORPORATING ALL AC QUIRED PROPERTY SHOW N ON THE PROPOSED PLANS. LINDA BUCHMANN SECON DED THE MOTION. MOTION CARRIED, 5 - 0. EXHIBIT Z Rezoning from B - 4, General Business to B - 3, Highway Business Conditional Use Permit for Vehicle Sales and Rental Conditional Use Permit for Accessory Minor Vehicle Repair Preliminary Plat for Camping World Addition 3801 Chelsea Road th Lot 1, Block 1, 90 Street 2nd Addition and that part of Lot 1, Block 1 which lies th rd Northeasterly of Vacated Chelsea Court as dedicated in the 90 Street 3 Addition . 1. The applicant will prepare an amended final plat incorporating all acquired property shown on the plans into the same development parcel. 2. The applicant meets all performance standards as identified in the staff report an d zoning ordinance, including verification of lighting compliance. 3. The applicant will submit the necessary paperwork to vacate the drainage and utility easements related to the plat, and the plat is subject to encroachment agreements governing improvement s prior to vacation of the easements. 4. The applicant is found to meet all applicable zoning regulations governing building size ratios, or the applicant receives approval of a variance based on the existing lot and building sizes. 5. Signage plans will be su bmitted for permits in accordance with sign ordinance allowances and processing. The monument sign shall be relocated in conformance to setback requirements. 6. 7. Requiremen ts of MnDOT as related to their review of the plat. 8. The applicant is required to continue to comply with the standards identi fied for the Accessory Use Auto Repair Minor. 9. Requirements and comments of other city staff are incorporated into the final app roval. Brad Fyle asked the Planning Commissioners if a quorum would be present on th November 14 at 5 p.m. for the variance request. Linda Buchmann, Marc Simpson, and Brad Fyle stated they would be present. MARC SIMPSON MOVED TO HOLD A SPECIAL MEETING ON TH NOVEMBER 14 AT 5 P.M. FOR A REQUEST FOR VARIANCE TO MONTICELLO ZONING OR DINANCE, CHAPTER 5, SECTION 2 USE SPECIFIC STANDARDS A S IT RELATES TO MINI MUM BUILDING SIZE FOR VEHICLES SALES/R ENTAL USES. SAM MURDOFF SECONDED THE MOTION. MOTION CARRI ED 5 - 0. B. Con Comprehensive Plan to re - Applicant: City of Monticello Angela Schumann stated a long range l and use map to re - long range land use designations for the corporate city limits and the Monticello Orderly Annexation Ar ea limits. identified in the comprehensive plan as a way to hold properties in reserve in terms of their designations, until the City has determined the proper designation under a development scenario. A portion of a 157 acre parcel totaling 27 acres is requested to be changed complete the land use designation for the remainder of the Bertram Chain of Lakes Regional Park. Schumann familiarized the Planning Commission of th e location of the park and provided a brief background of the development of the park. She reminded the Planning Commission of the master plan that was created to guide the development and layout of the park. Schumann explained the importance of incorpora ting the 27 acre parcel as identified in the master plan as part of the active area of the park. She said the acreage would provide additional s pace for buffering between the active and passive areas of the park. The field s are - and Pathway chapter specifically identifies development for the Bertr am Chain of Lakes Regional Park, as one of seven priorities. As part of the development plan, the City Council approved the use of the additional 27 acre s of the parcel for the athletic p ark. The total athletic area is expected to be 118 acres. Schumann stated by re - guiding the parcel consistency will exist between the long range land use plan ma p and other objectives identified in the park and pathway plan or master plan . Council member Charlotte Gabler asked if the fields seeded to the south o f the 27 acres were owned by Wright County or the City. Schumann responded that interim improvements where the seeding recently occurred is under the jurisdiction of the County and are owned jointly by the City and County . Chairman Fyle opened the public hearing. Hearing no comments, the public hearing was closed. Chairman Fyle asked if the County has to approve this designation as well . Schumann stated only the City. Commissioner Murdoff asked for the timeline of the project. Schumann stated interim impr ovements were completed this year, which include flexible turf spaces and a path that connects the regional park. T hose improvements are expected to be playable next year. Finance Director has created a plan to set aside a specific amount each year for each phase of the project. Based on that timeline, t he first phase of Bertram Chain of Lakes Athletic Park is expected to be completed in 2019 or 2020. The 27 acre parcel is expected to be completed first. LINDA BUCHMANN MO VED TO ADOPT RESOLUTION NO. PC - 2016 - 038, A RESOLUTION RE - GUIDING THE SUBJECT 27 - ACRE PARCEL - TERM LAND USE GOALS AND OBJECTIVES AND B ASED ON FINDINGS IN SAID RES OLUTION. LUCAS WYNNE SECONDED THE MOTION . MOTION CARRIED, 5 - 0. 3. Regular Agenda Consideration of the Community Development Directors Report A. adjustment to balance the soils on the lot and create a berm along the southwest side of their site. The City Council approve d that adjustment. Schumann also noted the EDA is in the process of collecting proposals for a small area study of the downtown . She explained the opportunity of the Planning Commission to be involved in the planning pr ocess . One of which was a joint meeting with the EDA, where commissioners were able t o observe changes to the Downtown with the help of the Embracing Downtown Plan. rd Proposals for the small area study are due on November 3 and will be th reviewed during a n EDA sp ecial meeting scheduled for November 14 . Consideration of 2017 Planning Areas of Interest B. Angela Schumann stated the last time the Planning Commission had a work plan was in 2012 . She said the Planning Commission could continue being a reactionary board that acts on land use applications as they come or also they could look at short and long term accomplishments. She explained some of the accomplishments from this work plan , which included : Updated Community Context section of the Comprehensive Plan June, 2013 Review of growth projections from Comprehensive Plan August, 2012 Completed the Interchange Planning Report April, 2016 Recommended a temporary sign o rdinance (approved by City Council) January, 2016 and May, 2016 Held a PUD o rdinance w orkshop and completed ordinance amendments January, 2012 Recommended a s horeland and wild & s cenic ordinance (approved by City Council) September, 2012 Prepared CCD ordinance amendments in concert with the Embracing Downtown Plan August, 2012 Schumann asked the Pl a nning Commission for interest areas that could be accomplished in a 2017 work plan . A few suggestions included reviewing the zoning and subdivision ordinances for conflicts, errors, and outdated data. She also suggested reviewing and research ing the capital improvement plan, zoning ordinance topic overviews (e.g. home occupations, adult use ordinance, and performance zone) , and planning for future topics (e.g. sustainability, housing for changing demographics, and complete streets). Schumann s aid that of the discussed ordinance amendments, City Staff would bring those in conflict in front of the Planning Commission, when necessary. Ideally, Schumann would like to create this work plan for adoption at the December, 2016 or the January, 2017 Plan ning Commission m eeting. Chairman Fyle asked if City Staff could prepare a survey that contains the items Schumann suggested, then each Planning Commission could inde pendently identify the issues they wish to focus on. Once all results were submitted , City Staff and the Planning Commission could better determine the collective interest areas to be included on the 2017 work plan. Lu cas Wynne suggested that there be a space in the survey for the Planning Commission to write in any areas that were not co vered in the Schumann sug gestions . 4. Added Items None. 5. Adjournment MARC SIMPSON MOVED TO ADJOURN THE MEETING AT 7:11 P.M. LINDA BUCHMANN SECONDED THE MOTION. MOTION CARRIED, 5 - 0. Recorder: Jacob Thunander ____ Approved: December 6 , 2016 Attest: ____________________________________________ Angela Schumann, Community Development Director AGENDA SPECIAL MEETING MONTICELLO PLANNING COMMISSION th Mon day, November 14 , 201 6 - 5 : 0 0 p.m. Academy Room , Monticello Community Center Members Present : Chairman Brad Fyle , Sam Murdoff, Marc Simpson , Lucas Wynne Members Absent: Linda Buchmann Council Liaison: Charlotte Gabler Staff: Angela Schumann, Jacob Thunander , John Rued 1. Call to O rder Chairman Fyle called the meeting to order at 5:00 p.m. 2. Public Hearing - Consider ation of a request for Variance to Monticello Zoning Ordinance, Chapter 5, Section 2 Use Specific Standards as it relates to minimum building size for vehicles sales/rental uses. Applicant: FRHP Lincolnshire, LLP Steve Grittman, NAC City Planner, stated the applicants are seeking approval through variance for the minimum building size for vehicle sales/rental uses compared to the parcel size. The code is intended to read that parcels greater than 4 acres should have a building coverage of 15 percent of the lot coverage. Grittman stated the applicant is proposing to purchase a 1.58 acre vacant p arcel southwest of the site to be used for recreational vehicle sales. With the current parcel (7 acres) and the proposed vacant parcel (1.58 acres) , the applicant w ould need to expand the existing building size to meet the 15 percent lot coverage requirement . Grittman noted that this discussion was not included during the regular scheduled November st 1 meeti ng due to a lack of timing for public notice requirements. Grittman reminded the Planning Commission of their role as the Board of Adjustments and Appeals and the decis ion - maker for variance requests . He noted variances should be applied if unique conditio ns exist that create practical difficulties in complying with t he code, and which would be a reasonable use of the property in this area. Grittman mentioned if other development occurred on the 1.58 acre parcel, additional th problems would occur, such as proximity to the 90 S treet intersection and separate access requirement s to the site . Staff recommends approval with conditions identified in Exhibit Z. Chairman Brad Fyle questioned the triangular shaped parcel located at the southwest corner of the si te. Grittman stated property acquisitions and recordings have not been made, but the final plat would be considered at the City Council Meeting at 6:00 p.m . Council Liaison Charlotte Gabler asked if Table 5 - 3 of the Zoning Ordinance would be amended to ref lect the intended reading of the code. Grittman stated Staff has noted it would require a future Zoning Ordinance Amendment. Gabler also asked if the applicant was expecting to expand their building in the future. Grittman stated they are not at this time. It was noted that two access points already exist on the site and no additional access is proposed for the new 1.58 acre parcel. Chairman Brad Fyle opened the Public Hearing and welcomed the applicant to speak first. John Kinghorn, Kinghorn Construction ( construction manager for Camping World), stated Camping World has no issues with the Exhibit Z comments and that there has been no st changes since the November 1 , 2016 Planning Commission meeting. Hearing no further comments, Chairman Brad Fyle closed the public hearing. SAM MURDOFF MOVED TO ADOPT RESOLUTION PC - 2016 - 040, APPROVING THE VARIANCE FROM THE REQUIRED 15% LOT COV ERAGE RATIO, BASED O N THE FINDINGS IN SAID RES OLUTION, AND SUBJECT TO REQUIREMENTS OF E XHIBIT Z. MARC SIMPSON SECO NDED THE MOTION. MOTION CARRIED, 4 - 0. EXHIBIT Z Variance from the requirements for a 15% lot coverage for a building used for Vehicle Sales and Rental Camping World First Addition 1. for Condit ional Use Permits and Plat of the property. 2. with. 3. Requirements and comments of other city staff are incorporated into the final approval. 3. Adjourn SAM MURDOFF MOVED TO ADJOURN THE MEETING AT 5:15 P.M. MARC SIMPSON SECONDED THE MOTION. MOTION CARRIED, 4 - 0. Recorder: Jacob Thunander ____ Approved: December 6, 2016 Attest: ____________________________________________ Angela Schumann, Community Development Director Planning Commission Agenda: 12/06 /16 2A . Public Hearing Consideration of a request for Variance to the front and rear yard setback for an attached accessory use garage in an R - 2 (Single and Two Family Residential) District. Applicant: Daniel L. & Christine R. Stevens ( A S ) Planning Case Number: 2016 - 044 A. REFERENCE & BACKG ROUND The applicant has withdrawn their application at this time. The applicant is continuing to evaluate options for construction of an expansion to their existing home and garage and may submit a revised application in the future. B. ALTERNATIVE ACTIONS : No action required. C. STAFF RECOMMENDATION: Not applicable. D. SUPPORTING DATA: None. 1 Planning Commission Agenda – 12/06/2016 1 2B. Public Hearing – Consideration of a request for a Conditional Use Permit for vehicle sales and rental, a Conditional Use Permit for minor auto repair, a Conditional Use Permit for Open sales/display, a Conditional Use Permit for Accessory Outdoor Commercial – Entertainment / Recreation, a request for Rezoning from B-4, Regional Business to B-3, Highway Business, and a request for a variance to permit automobile repair (and the accessory storage) beyond the front building line. Applicant: Moon Motors. (NAC) Property: Legal: Lot 1, Block 2, Otter Creek Crossing Addition. PID: 155-177-001010 Address: 3613 Chelsea Rd Planning Case Number: 2016-047 A. REFERENCE & BACKGROUND Request(s): 1. Conditional Use Permit for vehicle sales and rental 2. Conditional Use Permit for Minor Vehicle Repair 3. Conditional Use Permit for Open sales/display 4. Conditional Use Permit for Accessory Outdoor Commercial – Entertainment / Recreation 5. Rezoning from B-4 to B-3 6. Variance to setback requirements for automobile repair in front of the front building line. Deadline for Decision: December 29th, 2017 (60 days) February 27th, 2017 (including 60-day extension) Land Use Designation: Places to Shop Zoning Designation: B-4, Regional Business District The purpose of the "B-4," Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. Overlays/Environmental Regulations Applicable: N / A Current Site Use: Retail – Sales and Service Surrounding Land Uses: North: B-3, Highway Business District (across I-94) Planning Commission Agenda – 12/06/2016 2 East: B-3, Highway Business District South: Vacant I-2, Heavy Industrial District West: Vacant B-4, Regional Business District Project Description and Background: Moon Motorsports is a retailer and service center for motorsport vehicles and accessories that services the Monticello region. The business currently occupies the site at 3613 Chelsea Rd. The site has a 24,493 square-foot building which Moon Motorsports currently owns and occupies. The applicant seeks to build an expansion to the building of 8,230 square feet, as well as additional outdoor service area. The new building will total 32,723 square feet. The site is zoned B-4, Regional Business District. The purpose of the "B-4," Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. Moon Motorsports as a retail use is an allowed use in the B-4 District. However, under the changes to the zoning ordinance in the past several years, the vehicle service aspects of the use are no longer allowed in the B-4 District. Thus, the applicant is seeking an amendment to the B-3 District as a part of the project, and as discussed below. ANALYSIS The applicants are seeking to amend their conditional use permits to expand their existing building at 3613 Chelsea Rd. The site currently holds several CUPs for sales, service and testing. The applicants also propose to expand an outdoor service area for vehicle service and repair. Currently, the site contains a fenced in area on the south side of the building that’s used for outdoor storage serving the vehicle service uses indoors. The area is screened on all sides. As noted above, the various applications necessary to accommodate the proposal are as follows: 1. Conditional Use Permit for vehicle sales and rental 2. Conditional Use Permit for Minor Vehicle Repair 3. Conditional Use Permit for Open sales/display 4. Conditional Use Permit for Accessory Outdoor Commercial – Entertainment / Recreation 5. Rezoning from B-4 to B-3 6. Variance to setback requirements for automobile repair in front of the front building line. Planning Commission Agenda – 12/06/2016 3 Rezoning – B-4 To B-3 District The site is currently zoned B-4, Regional Business District, and is 5.15 acres in lot area. The applicants are seeking to rezone the property to B-3, Highway Business District. The purpose of the rezone is to allow the expansion of the minor vehicle repair onsite. Currently, the applicants operate a minor vehicle repair service as a non-conforming use. It should be noted that this business came in under a different zoning ordinance. To expand the minor vehicle repair area on site, the applicants are requesting a rezoning. The new zoning will be consistent with zoning to the north and southeast of the site, as well as with the Comprehensive Plan. It should also be noted that staff is proposing to remove the CUP provision for vehicle sales and rental in the B-4 district, meaning that B-3 would be the only viable district for the existing facility. The purpose statement for the B-3 District is as follows: The purpose of the “B-3” (highway business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Conditional Use Permit – Vehicle Sales And Rental The current zoning ordinance language allows vehicle sales and rentals in the B-4 District by conditional use with the following conditions: (a) The minimum building size (for parcels greater than 4 acres) for any vehicle sales or rental use shall be 40,000 square feet, or 15% of the lot area, which ever requires the larger building. Staff Comment: As noted, the lot area is 5.15 acres in area. The existing building is 24,493 square-feet, a lot coverage of about 11 percent. This building was approved and constructed under the City’s previous zoning ordinance, and is legally non-conforming. After the expansion, the building will be a total of 32,723 square-feet, and stand at 14.6% lot coverage. This condition lessens the non-conformity and is consistent with the intent of the ordinance. (b) When abutting a residential use, the property shall be screened with an opaque buffer (Table 4-2, Buffer Type “D”) in accordance with section 4.1(G) of this ordinance. Staff Comment: The site does not abut a residential use. (c) All lighting shall be in compliance with Section 4.4 of this ordinance. Planning Commission Agenda – 12/06/2016 4 Staff Comment: The applicant has submitted a lighting photometric plan which shows a 0.0 foot-candle measurement along all lot lines, meeting the maximum of 1.0 foot-candles. (d) The outside sales and display area shall be hard surfaced. Staff Comment: The site has an existing outdoor sales and display area on the northeast side of the property. The applicant is not proposing any changes to this area. (e) The outside sales and display area does not utilize parking spaces which are required for conformance with this ordinance. Staff Comment: The site has an existing outdoor sales and display area on the northeast side of the property. The applicant is not proposing any changes to this area. (f) Vehicular access points shall create a minimum of conflict with through traffic movement and shall be subject to the approval of the Community Development Department. Staff Comment: The current site has one vehicular access point for all customers and deliveries. The applicants are proposing a new access for truck deliveries on the southwest part of the property. The access will be 24 feet wide. The City Engineer should comment on the location and acceptability of the proposed curb cut. (g) There is a minimum lot area of twenty-two thousand five hundred (22,500) square feet and minimum lot dimensions of one hundred fifty (150) feet by one hundred thirty (130) feet. Staff Comment: The site is 224,500 square-feet and is dimensioned at approximately 428 feet by 540 feet. The site meets the requirements for size, width and depth. (h) A drainage system subject to the approval of the Community Development Department shall be installed. Staff Comment: This is subject to further comment by the City Engineer. Conditional Use Permit – Minor Vehicle Repair In conjunction with the request to rezone the property, the applicants are seeking an amendment to their conditional use permit to expand this area. Currently, the area is 5,400 square feet, the applicants seek to add 5,050 square feet of additional space. Planning Commission Agenda – 12/06/2016 5 Section 5.2(F)(3) of the zoning ordinance outlines the following criteria for minor vehicle repair: (a) The use shall be designed to ensure proper functioning of the site as related to vehicle stacking, circulation, and turning movements. Staff Comment: The site will be enclosed by a fence that will also act as screening. The applicants shall provide a narrative that describes how vehicles will enter and exit the service area. (b) Repair of all vehicles shall occur within an enclosed building. Temporary outdoor vehicle storage may be allowed in an outdoor storage area that is no larger than 25 percent of the buildable area of the lot, is located behind the front building line of the principal structure, and is screened with a wooden fence or masonry wall in accordance with Section 4.3, Fences & Walls. Staff Comment: The applicants are seeking a variance from this section of the code. The area will maintain a large setback from the street (over 100 feet), and will be buffered from the street with a parking lot and drainage area. The variance is examined below. (c) If gasoline is sold on-site, the use shall also comply with the standards for Vehicle Fuel Sales as regulated by this ordinance. Staff Comment: The applicants have not proposed gasoline sales. (d) Vehicles not being repaired but used as a source of parts shall be prohibited unless full enclosed within a building. Staff Comment: The applicants are not proposing this type of storage, with the exception of a temporary holding area for waste parts that was approved as a part of the original permitting. No changes to this area are proposed. (e) Vehicles that are repaired and are awaiting removal shall not be stored or parked for more than 30 consecutive days. In cases where a vehicle is abandoned by its lawful owner before or during the repair process, the vehicle may remain on site as long as is necessary after the 30 day period, provided the owner or operator of the establishment demonstrates steps have been taken to remove the vehicle from the premises using the appropriate legal means. Staff Comment: The applicants are not proposing any storage options for vehicles, either for service or off season storage. Planning Commission Agenda – 12/06/2016 6 Conditional Use Permit – Outdoor Commercial – Entertainment / Recreation The site contains a test track area that is oval and is made of crushed rock. The test track area was allowed in under a conditional use permit in 2006. The current regulations permit accessory outdoor commercial recreation by Conditional Use Permit under the following conditions: (a) When abutting a residential use, the property shall be screened with at least a semi-opaque buffer (Table 4-2, Buffer Type “C”) in accordance with section 4.1(G) of this ordinance. (b) Adequate measures to contain the proposed activity on the subject site shall be provided. (c) Dust and noise are controlled consistent with City Ordinance. The applicant’s current “test track” extended onto adjoining property. Under the new application, it will be contained on the applicant’s property. No residential uses abut the property. The applicant should describe the measures to contain the track, and ensure that dust and erosion do not raise issues for the site or the adjoining road or properties. Variance Amendment – Vehicle Service As stated above, the applicants are seeking a variance that allows vehicle service in the front of the building. The new plan proposes to extend an existing open storage area to the south, toward Chelsea Road, which is the front yard portion of the property. As such, the applicants need a variance to proceed with this part of their expansion plan. For variance consideration, the applicants must show that they are proposing a reasonable use under the code, but that there are unique conditions on the property that create practical difficulties in complying with the zoning regulation in question. In this case, the proposed area will constitute far less than the maximum size for such uses – less than 5% lot coverage (well within the maximum 25% under the applicable regulation). However, due to the layout of the property, with frontage on Chelsea Road, but with exposure to I-94, the location of the storage area fits more appropriately on the south side of the building. Moreover, the applicant’s current site includes a screening fence, and a planting of evergreen trees that screen and buffer the area from view of Chelsea Road. By relocating the fence and these trees, the applicant could meet the intent of the code, which is to minimize the view of these areas, and still accommodate the expansion proposed. Staff believes that the test for variance is met in this case, with the unique condition being the configuration of the property in relation to surrounding roadways and existing building improvements, which pre- dated the current zoning restriction. Planning Commission Agenda – 12/06/2016 7 Site Plan Review Parking and Circulation The applicants have provided a parking plan that shows 112 parking spaces proposed; 35 of which are new spaces. The applicants have indicated that they will have 8,230 square feet of new building space, of which 3,930 square feet will be warehouse and 3,975 square feet will be showroom. By code, the site should have 105 parking spaces. The plan is consistent with the requirements. Location and Design of Required Parking The applicants are proposing to add 35 parking spaces with this addition. The site plan does not detail the width or depth of the parking stalls. The applicants have confirmed via revised site plan that the new parking spaces are at a minimum of 9 feet wide and 20 feet deep. Curb Cuts and Access (i) Each property shall be allowed one (1) curb cut access per one hundred twenty-five (125) feet of street frontage. All property shall be entitled to at least one (1) curb cut. Staff Comment: The site currently has one curb cut. The proposed expansion will add a second curb cut to the west of the existing curb cut. Both curb cuts will access Chelsea Road. The curb cuts are over 125 feet away from each other, along a frontage of approximately 425 feet. (ii) The maximum driveway width between the public street and the property line shall not exceed twenty-four (24) feet. Staff Comment: The proposed new access will be 24 feet wide which is compliant with this provision. Loading The applicant is proposing a new location for receiving incoming shipments which faces Chelsea Road aligned with the new curb cut. The gate area is not configured as a loading dock, and will permit trucks to enter the fence receiving area. Landscaping The site is properly landscaped with shrubs around the new walls of the building. The site also includes maple trees to be planted along the parking lot closest to Chelsea Road. As noted in the variance discussion, staff recommends that the existing double row of evergreen trees be relocated to the front of the new screen Planning Commission Agenda – 12/06/2016 8 fence location along the expanded open storage area. With this adjustment, staff believes the landscape plan meets the requirements of the City, accounting for existing and proposed plantings. Sign Regulations The applicants have not submitted a sign plan. The existing signs on site are expected to remain the same. B. ALTERNATIVE ACTIONS The applicant is seeking a number of approvals to accommodate the proposed expansion. The approvals are as follows: 1. Rezoning from B-4 to B-3 2. Conditional Use Permit for vehicle sales and rental 3. Conditional Use Permit for Minor Vehicle Repair 4. Conditional Use Permit for Open sales/display 5. Conditional Use Permit for Accessory Outdoor Commercial – Entertainment / Recreation 6. Variance to setback requirements for automobile repair in front of the front building line. For purposes of the Planning Commission’s action, the rezoning would be most appropriate as a first step, followed by the Conditions Use Permits as a group, and then the variance. Decision 1. Resolution No. PC-2016-041, Rezone from B-4, Regional Business District to B-3 Highway Business District A. Motion to adopt Resolution No. PC-2016-041, recommending approval of the rezoning, based on the findings in said resolution B. Motion to deny adoption of Resolution No. PC-2016-041, based on findings to be identified at the public hearing. C. Motion to table action on the request and continue the hearing, based on findings to be stated at the hearing. Decision 2. Resolution No. PC 2016-042, Conditional Use Permits for (A) vehicle sales and rental, (B) Minor Vehicle Repair, (C) Open Sales and Display, and (D) Accessory Outdoor Commercial – Entertainment / Recreation. A. Motion to adopt Resolution No. PC-2016-042, recommending approval, based on the findings in said resolution, and the conditions attached to this staff report as Exhibit Z Planning Commission Agenda – 12/06/2016 9 B. Motion to deny adoption of Resolution No. PC-2016-042, based on findings to be identified at the public hearing. C. Motion to table action on the request and continue the hearing, based on findings to be stated at the hearing. Decision 3. Resolution No. PC-2016-043, Variance to allow vehicle service in the front of the building A. Motion to adopt Resolution No. PC-2016-043, approving the variance, based on the findings in said resolution and the conditions attached to this staff report as Exhibit Z. B. Motion to deny adoption of Resolution No. PC-2016-043, based on findings to be identified at the public hearing. C. Motion to table action on the request and continue the hearing, based on findings to be stated at the hearing. C. STAFF RECOMMENDATION Staff recommends approval of the site and building plans; conditional use permits, and based on findings in the related resolutions and subject to the conditions identified in Exhibit Z. The B-3 District is the most appropriate district for this principal and series of accessory uses, and other changes to the code may make the B-4 District impractical for vehicle-related business. The Conditional Use Permits are each consistent with the expectations of the district and the location, with the conditions noted for full compliance. The variance to permit the storage area within the front building line area is consistent both with the existing condition, and the unique conditions of the parcel and location, with the screening condition included in this report. D. SUPPORTING DATA A. Resolution No. PC-2016-041 (Request to Rezone) B. Resolution No. PC-2016-042 (Conditional Use Permit) C. Resolution No. PC-2016-043 (Variance) D. Ordinance 656, draft E. Aerial Image, Subject Site F. Applicant Narrative G. Application Plan Sets, Including: Planning Commission Agenda – 12/06/2016 10 1. Title Page 2. General Notes and Specifications 3. Standard City Detail 4. Grading Plan 5. Storm Water Pollution Prevention Plan 6. Paving Plan 7. Landscape Plan 8. Site Plan 9. Floor Plan 10. Building Elevations 11. Certificate of Survey 12. Revised Site Plan 13. Photometric Plan 14. Stormwater Calculations (digital only) H. Site Circulation Images I. City Engineer’s Letter, dated 11/29/16 J. Monticello Zoning Ordinance, Excerpts Z. Conditions of Approval EXHIBIT Z Conditions of Approval Moon Motorsports 3360 Chelsea Road Lot 1, Block 2, Otter Creek Crossing PID: 155-177-001010 1. The applicants shall provide a narrative that describes how vehicles will enter and exit the service area. 2. The landscaping plan shall be modified to move (or replant) the existing evergreen tree buffer along the outdoor storage fence line facing Chelsea Road. 3. The applicant shall provide a narrative detailing the efforts to control dust and drainage that may be generated by use of the “test track”. 4. The approvals granted under these resolutions do not factor future changes or additions, which shall separate review and approvals under the applicable regulations at the time of the change. 5. The applicant shall comply with the terms of the City Engineer’s letter dated November 30th, 2017. Planning Commission Agenda – 12/06/2016 11 6. The applicant has identified a future building beyond the current improvements to the site. The future building addition and the current improvements will create more than 1 acre of new impervious surface, therefore if a future building addition does occur, the infiltration basins will likely need to be enlarged to meet City and the MN Stormwater Manual volume reduction standards at that time. 7. Comments and recommendations of other City staff. 1 CITY OF MONTICELLO PLANNING COMMISSION WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC-2016-041 Motion By: Seconded By: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A REZONING FROM B-4, GENERAL BUSINESS TO B-3, HIGHWAY BUSINESS TO ACCOMMODATE THE DEVELOPMENT AND EXPANSION OF A VEHICLE SALES AND RENTAL FACILITY AND RELATED USES WHEREAS, the applicant is proposing to operate and expand a vehicle sales and rental facility with accessory minor vehicle service, open storage, and accessory outdoor commercial recreation for a test track; and WHEREAS, a portion of the subject property is currently zoned B-4, General Business, which does not allow vehicle sales and service uses as proposed; and WHEREAS, the subject property is proposed to be zoned B-3, Highway Business, in which vehicle sales and rental, as well as the proposed accessory uses are allowed by conditional use permit; and WHEREAS, the proposed construction is consistent with the relevant general and conditional zoning requirements of the B-3 District; and WHEREAS, the remaining site and building improvements on the subject property consistent with the B-3 District requirements; and WHEREAS, the subject property is guided for “Places to Shop” in the official Comprehensive Plan; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on December 6th, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 2 1. The proposed rezoning is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed rezoning will meet the requirements of the Monticello Zoning Ordinance. 3. The proposed rezoning will not create undue burdens on public systems, including streets and utilities. 4. The proposed rezoning will not create substantial impacts, visual or otherwise, on neighboring land uses. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed rezoning is hereby recommended for approval. ADOPTED this 6th day of December, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: _______________________________ Brad Fyle, Chair ATTEST: ______________________________ Angela Schumann, Community Development Director 1 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2016-042 RECOMMENDING APPROVAL OF CONDITIONAL USE PERMITS FOR (A) VEHICLE SALES AND RENTAL, (B) MINOR VEHICLE REPAIR, (C) OPEN SALES AND DISPLAY, AND (D) ACCESSORY OUTDOOR COMMERCIAL – ENTERTAINMENT / RECREATION LOT 1, BLOCK 2 OTTER CREEK CROSSING WHEREAS, the applicant has submitted a request to improve property to expand an existing motorsports vehicle sales and rental facility, as well as accessory minor vehicle service, expand an outdoor storage area for service and delivery vehicles, and improve and relocate a test track related to the sales and service facility; and WHEREAS, the applicant, in a companion application, is seeking a rezoning of the property from the B-4, Regional Business District to the B-3, Highway Business District to accommodate these uses; and WHEREAS, the proposed use will require the approval of conditional use permits for the both the vehicle sales, service, storage, and testing of the vehicles in the B-3 District as proposed; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of “Places to Shop” for the area; and WHEREAS, the uses are consistent with the intent and purpose of the B-3. Highway Business zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on December 6th, 2016 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 2 1. The proposed uses are consistent with the intent and purpose of the B-3, Highway Business District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The vehicle sales and rental, along with the accessory minor vehicle service use and other related uses meet the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Conditional Use Permits for Vehicle Sales and Rental, as well as for accessory minor vehicle service, subject to the conditions listed in Exhibit Z as follows: 1. The applicants shall provide a narrative that describes how vehicles will enter and exit the service area. 2. The landscaping plan shall be modified to move (or replant) the existing evergreen tree buffer along the outdoor storage fence line facing Chelsea Road. 3. The applicant shall provide a narrative detailing the efforts to control dust and drainage that may be generated by use of the “test track”. 4. The approvals granted under these resolutions do not factor future changes or additions, which shall separate review and approvals under the applicable regulations at the time of the change. 5. The applicant shall comply with the terms of the City Engineer’s letter dated November 30th, 2017. 6. The applicant has identified a future building beyond the current improvements to the site. The future building addition and the current improvements will create more than 1 acre of new impervious surface, therefore if a future building addition does occur, the infiltration basins will likely need to be enlarged to meet City and the MN Stormwater Manual volume reduction standards at that time. 7. Comments and recommendations of other City staff. ADOPTED this 6th day of December, 2016 by the Planning Commission of the City of Monticello, Minnesota. 3 MONTICELLO PLANNING COMMISSION By: ____________________________________ Brad Fyle, Chair ATTEST: ____________________________________________ Angela Schumann, Community Development Director 1 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC-2016-043 Motion By: Seconded By: A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO APPROVING A VARIANCE TO THE REQUIRED PROHIBITION OF ACCESSORY OUTDOOR STORAGE \IN THE FRONT YARD IN A B-3 DISTRICT WHEREAS, the applicant operates an existing Recreational Vehicle Sales and Rental Facility at 3360 Chelsea Road, legally described as Lot 1, Block 2, Otter Creek Crossing; and WHEREAS, the applicant proposes to expand an existing outdoor storage area for service and delivery of recreational vehicles between the building area and the public street; and WHEREAS, the subject property is zoned B-3, Highway Business District, in which recreational vehicle sales and rental facilities are allowed by Conditional Use Permit; and WHEREAS, the zoning ordinance allows such use, but with a restriction that such uses are not located between the street and the front building line; and WHEREAS, both the existing storage area and the proposed expansion will result in a violation of a portion of the zoning ordinance requiring that such uses are not located in front of the building, requiring a variance; and WHEREAS, the expansion will otherwise be consistent with the improvements currently on the property; and WHEREAS, the proposed land use is a reasonable use of the subject property, consistent with the land uses in the area, including other commercial lodging establishments; and WHEREAS, the proposed expansion is a reasonable location on the property, within other zoning regulations, and would raise other zoning and site development issues is located in other portions of the property, such that there are practical difficulties in complying with the strict language of the zoning ordinance; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on December 6th, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and 2 WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed expansion is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed use is reasonable, given the conditions in the area, and on the subject property. 3. There are practical difficulties in using the lot as proposed without approval of the proposed variance. 4. The proposed expansion will otherwise meet the requirements of the Monticello Zoning Ordinance for consideration of the proposed yard location variance. 5. The proposed expansion will not create undue burdens on public systems, including streets and utilities. 6. The proposed use will not create substantial impacts on neighboring land uses that are not within the expectations of the current zoning allowances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, sitting as the Board of Adjustment and Appeals, Minnesota that the proposed variance is hereby approved. ADOPTED this 6th day of December, 2016, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: _______________________________ Brad Fyle, Chair ATTEST: 3 ______________________________ Angela Schumann, Community Development Director ORDINANCE NO. 656 1 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM B-4, GENERAL BUSINESS DISTRICT TO B-3, HIGHWAY BUSINESS DISTRICT: LOT 1, BLOCK 2, OTTER CREEK CROSSING THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, General Business to B-3, Highway Business: PID NUMBER: 155-177-001010 (See attached Legal Description) Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entiret y and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 12th day of December, 2016. __________________________________ Brian Stumpf, Mayor ORDINANCE NO. 656 2 ATTEST: ___________________________________ Jeff O’Neill, Administrator AYES: NAYS: Larso n B uild in g, In c. - R eq uest fo r Con dition a l Use Permits, R ezo ning , an d Va ria nce Lot 1, Block 2 O tter Creek Crossing; P ID #155171001010; 3613 Chelsea Road West C reated by : C ity of Monticello 364 ft & SPECIFICATIONS C1 OF 7 PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONGENERAL NOTES FILLING AND GRADING 1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of 1%. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade. 2) Fill and backfill materials shall be inorganic soils free of roots, rocks, boulders, and debris. 3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" in its largest dimension shall not be allowed within 1 foot of subgrade elevation. 4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer. 5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site. 6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 8" in depth for clay soils, and 12" in depth for sandy soils, and compact as required to achieve specified density. 7) Compaction shall be obtained with the use of vibratory rollers or rammers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, blading, or other approved methods recommended by the independent testing laboratory. 8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements. UNFORESEEN OBSTACLES 1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor. 2) The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils/geotechnical report and review of the project site and contract documents. DEWATERING 1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas. 2) All excavations shall be free of water during construction within the excavations. Dewatering shall be accomplished by pumping or trenching, and shall be conducted regardless of the cause, source, or nature of the water. 3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations. 4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water. 5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary. SUBGRADE PREPARATION 1) Finished subgrade elevations shall be as follows: a) Bituminous pavement: 11" below finish grade. b) Gravel surfacing: 4" below finish grade. c) Lawn areas: 4" below finish grade. d) Planting areas: See Landscaping Plans/Details 2) The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade. 3) The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re-established. TOPSOIL 1) Adequate imported and/or stockpiled salvageable topsoil shall be utilized for this project. 2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent. 3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area(s) shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles. 4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor. 5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractor's expense. PLAN GRADES 1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations not specifically indicated shall be determined by interpolation of uniform slope between spot elevations and/or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainage away from structures. 2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern. PROJECT CONDITIONS 1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings. 2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings. EARTHWORK NOTES PROTECTION 1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractor's expense. 2). The Contractor shall contact the Engineer immediately if any unknown functioning underground utilities are discovered during the course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding. 3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner. 4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages. SPREADING TOPSOIL AND FINISH GRADING 1) Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows: a) Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil. b) Lawn Areas in Public Right-of-way: Per City requirements c) Planting Areas: See Landscape Plan/Details 2) Finish grade accurately within 0.15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage. 3) Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25-131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. DISPOSAL OF EXCESS WASTE MATERIALS 1) The Contractor shall remove excess excavated material, debris, and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes. 9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. STANDARDS AND REFERENCES Materials and construction methods specified in the plans reference the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy of MNDOT's Standard Specifications for Construction and review the specification sections applicable to the plans. It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicable specification sections. Contractor shall refer to the geotechnical report for additional requirements and recommendations. COMPACTION TESTS 1) Utility Trench Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in-place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95% of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density. 2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111. 3) Areas exhibiting a failed compaction test shall be re-compacted and re-m tested to the satisfaction of the Engineer prior to acceptance of the project. 4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer. 5) Optimum moisture-density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. BITUMINOUS BASE AND SURFACE COURSE 1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360 CONSTRUCTION METHODS 1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2) Bituminous Testing: a) Test temperature of first truck. b) Ordinary compaction (MNDOT 2360.6C) BITUMINOUS PAVEMENT NOTES STANDARDS 1) Minnesota Standard Specifications for Highway Construction, most recent edition. GRANULAR BASE COURSE 1) Compacted thickness of finished base and surface courses: Bituminous pavement = 8" Gravel test track = 4" 2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5. Process material for aggregate surface course shall meet the requirements of MNDOT Spec. 3138, Class 2 (100% crushed). 3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades. 2) Pavement smoothness requirements will be waived for this project. 3) Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C). 4) Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 11 2 inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEB340B and shall be 11 2 inches thick after compaction. 5) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. 6) Mixing a) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material. b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. 2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/16" per foot nor more than 1/4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1) Special marking paint compound especially for striping bituminous paving in one coat. 2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3) Colors: Use white paint for concrete and asphalt. 4) All surfaces to be painted must be thoroughly clean and dry. 5) Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6) Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes. 7) Apply paint in strict accordance with the manufacturer's directions. 8) Protect all paint from damage by traffic until dry. 9) Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 1) Aggregate Base Testing: a) The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. b) One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof. 5) Place in layers not exceeding 4" thickness (loose). 6) Compact with pneumatic or vibrating steel drum rollers. 7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application. 4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALK STANDARDS 1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2) Minnesota Standard Specifications for Construction, most recent edition GRANULAR BASE COURSE MATERIAL 1) Compacted thickness of finished base: 6" - Concrete Pavement/Aprons 4" - Concrete Sidewalk 2) Base material shall consist of MNDOT 3149.2B2 Select Granular Borrow. PORTLAND CEMENT 1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air-entraining Portland cement. WATER 1) Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES 1) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume. OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed. AGGREGATES 1) Coarse: MnDOT Spec. 3137. 2) Fine: MnDOT Spec. 3126. CONCRETE PLACEMENT 1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4) Sidewalks shall be placed in accordance with MnDOT 2521. 5) Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4) Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is above 100 degrees F. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3) Thoroughly wet dry porous surfaces before concreting. 4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5) Perform all hot weather concreting in accord with ACI 305. QUALITY CONTROL 1) The Contractor shall hire an independent testing firm to provide the following tests: a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28-day test cylinders. 3) Concrete Specifications: a) 3A22: 1-2" slump, 3900 psi, 4-7% air b) 3A32: 2-3" slump, 3900 psi, 4-7% air c) 3Y43: 3-4" slump, 4300 psi, 4-7% air d) Temperatures of all concrete during placement shall be 50-deg F to 90-deg F FINISHING 1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. PROPORTIONING AND DESIGN OF MIXES 1) MnDOT Spec. 2461.3 2) Concrete Classifications a) Curb and gutter, slip-formed concrete: 3A22 b) Sidewalk, aprons, incidental concrete, manual curb & gutter: 3A32 c) Concrete pavements or aprons: 3Y43 d) Repair concrete, fast strength concrete: 3Y43 TESTING REQUIREMENTS 1) Water and sewer pipe, fittings, and appurtances shall be inspected and tested as per Sections 4715.2800- 4715.2890 of the MN Plumbing Code, and Sections 2611.3E-2611.3H and 2621,3F-2621.3H of the CEAM Standard Specifications. 2) In the event of discrepancies between the testing requirements of the MN Plumbing Code and the CEAM Standard Specifications, the most stringent will govern. REINFORCED CONCRETE SEWER PIPE (RCP) AND FITTINGS - STORM 1) RCP pipe and fittings shall meet the requirements of Section 4715.0420 of the MN Plumbing Code, and Section 2621.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 4715.0780 of the MN Plumbing Code, and Section 2621.3A3 of the CEAM Standard Specifications 3) The ASTM strength class of pipe shall be Class III unless otherwise shown on the Plans. 4) The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. END SECTIONS - STORM 1) End sections shall be provided at all pipe inlets and outlets. 2) The end sections shall consist of material matching the material of the pipe, which it is being connected to. Materials and joints shall be as per the specifications described above for the applicable pipe material. 3) The last 3 joints shall be tied, and the end section shall the be provided with an approved trash guard. INSTALLATION 1) Unless otherwise noted, installation of all water and sewer pipe, fittings, and appurtenances shall be as per the CEAM Standard Specifications. MANHOLES AND CATCH BASINS - SANITARY AND STORM 1) Unless otherwise noted, manhole and catch basin structures shall consist of precast concrete, and meet the requirements of Sections 2621.2C and 2621.3D of the CEAM Standard Specifications 2) Catch basins shall be provided with the following castings: a) Along curbline: Neenah R-3246 as per City of Monticello standards b) Isolated (in paved area): Neenah R-2553 w/ type "C" grate c) Isolated (in vegetated area): Neenah R-2560 w/ type "C" grate 3) Manholes shall be provided with the following castings: a) Sanitary: Neenah R-1642-A per City of Monticello standards b) Storm: Neenah R-1642-A per City of Monticello standards UTILITY NOTES STANDARD SPECIFICATIONS 1) The following standard specifications shall apply to this project: a) Minnesota Plumbing Code - MN Rules Chapter 4714 (MN Dept. of Labor and Industry-MNDLI) b) Uniform Plumbing Code, latest edition (UPC) c) "What you need to know about utility service connections in the 2015 Minnesota Plumbing Code" http://www.dli.mn.gov/CCLD/PDF/pe_usc.pdf d) City Engineers Association of Minnesota (CEAM) Standard Specifications e) American Society for Testing Materials (ASTM) f) American National Standards Institute (ANSI) g) American Water Works Association (AWWA) h) Minnesota Department of Transportation "Standard Specifications for Construction" (MN/DOT) 2) The Contractor shall comply with all local ordinances and codes 3) Certifications of all utility materials, as well as shop drawings, shall be submitted to the Engineer for review HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND FITTINGS - STORM 1) HDPE pipe and fittings shall meet the requirements of ASTM F2306, and Section 2621.2A8 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements Section 2621.3A3 of the CEAM Standard Specifications 3) Minimum wall thickness shall be 0.035 inches for 12 and 15 inch diameter pipe, and shall be 0.05 inches for 18 and 24 inch diameter pipe. 4) HDPE storm sewer crossing above and within 10-ft of existing or proposed water main or services shall meet the following standards per the MN plumbing code: 4" - 10" Diameter: AASHTO M252 12" - 60" Diameter: ASTM F2306 Fittings: ASTM D3212 C2 OF 7 PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONSTANDARD CITY DETAILS C4 OF 7 PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONEROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES SWPPP Design Engineer and Qualifications 7). Documentation of any changes to the SWPPP made during construction a). If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that it is ineffective, it shall be his/her responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the SWPPP") Note: Copies of all inspection records shall be submitted to the Engineer. AMENDING THE SWPPP During the construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing, inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated accordingly. The Owner will also be required to complete an "Permit Modification Form". SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site (ie: sands, loams, and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that these materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints, etc.) resulting from new construction. There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SWPPP will then be revised to address he presence and disposal of these additional pollutants Existing Impervious Area Proposed Impervious Area Net Impervious Area Increase 0.04 acres 0.70 acres 0.66 acres Receiving Surface Waters The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site: Surface Water Impaired Water? Special Water? Type of Surface Water USEPA Approved TMDL for Impaired Water? Comments SWPPP Coordinator and Qualifications The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP Coordinator, or their assigned, qualified (see below) representative shall be available for an on-site inspection within 72 hours upon request by the MPCA. It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that person's qualifications. This person shall acknowledge that he/she has been assigned to serve as SWPPP Coordinator and will be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will not be considered complete if the table below is not filled in. Design Engineer Training Course Training Entity Brian J. Schultz, PE Design of SWPPP Recert. University of Minnesota Instructor John Chapman Dates of Training Course May 7, 2014 Total Training Hours 5.5 * "Design of SWPPP" is a recertification course offered by the University of Minnesota. The Engineer's certification for "Design of SWPPP" is current, and will expire May 31, 2017. Certification documentation is on file at the Engineer's office and a copy can be provided upon request. The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that particular part of the SWPPP. If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer. Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and "Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm water management system. SWPPP Coordinator Training Course Training Entity Instructor Dates of Training Course Total Training Hours Company Name Office Phone # Cell Phone # I, __________________________, hereby (Printed Name) acknowledge that I will be serving as SWPPP Coordinator for this project and will be responsible for overseeing the items identified in this section. _________________________________ (Signature) _______________ (Date) BMP INSPECTIONS Inspection Frequency The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect (see above), the construction site erosion prevention and sediment control BMPs per the following time frames: 1). Once every 7 days 2). Within 24 hours of a rain event (1/2" or greater over 24 hours) Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this SWPPP exist, or if significant changes are made to the design/scope of this project that impact erosion prevention and sediment control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and/or significant changes to project design/scope, and make necessary changes to the SWPPP. After changes are made to the SWPPP, the Engineer will issue the necessary documentation, reflecting the changes, to the owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is added to the on-site SWPPP copy and that the changes described in the documentation is implemented on-site. * Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be identified at the project's Preconstruction Conference. The SWPPP Coordinator shall be responsible for ensuring that the Contractor properly disposes of the temporary erosion and sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer needed. Record Retention The SWPPP and associated records shall be stored and maintained by an employee or representative of the Owner for 3 years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to another employee or representative should the current personnel become uninvolved with the project or Owner. These records shall include the following: 1). The final SWPPP 2). Any other stormwater related permits required for the project 3). Records of all inspection and maintenance conducted during construction 4). All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts, covenants and other binding requirements regarding perpetual maintenance 5). All required calculations for design of the temporary and permanent Stormwater Management Systems. EROSION PREVENTION AND SEDIMENT CONTROL BMPS Standards and References Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall obtain a current copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections. The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. Temporary and Permanent Stabilization All exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 7 days of construction activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales, which drain off-site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be provided with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be initiated immediately upon suspension or completion of excavation operations. Temporary Cover: If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 7 days, and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule, the temporary cover shall consist of one of the following BMPs: 1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively short, but exceeds 7 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3C. e). All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of the mulch, the soils shall be loosened and the area smooth-rough graded per MNDOT 2574. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage. 2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will require very little maintenance. b). Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2574. c). Contractor shall utilize Seed Mixes 21-111, 21-112, or 21-113 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.3B. e). Once temporary seeding has been sown, mulch shall be placed over the area as described above. Permanent Cover: Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin immediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements/gravel bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacing within 7 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours of connection. Undisturbed Areas If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags, stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineation method the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that these areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in these areas. The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas that are not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existing condition of these areas. 2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as per MNDOT Spec. 2575.3G2. d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding). 3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well-keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans. g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading. Sediment Control The following sediment control BMPs shall be implemented as part of this project: 1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the requirements of MNDOT Spec. 3886. c). Silt fence shall be installed as per MNDOT Spec. 2573.3B2. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below) 2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com. b). "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed (ie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and specifications. 3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of geotextile fabric wrapped around, and completely covering the inlet end section. The geotextile fabric shall be the same fabric used in silt fence applications and meet the requirements of MNDOT Spec. 3886. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1/2 of the diameter of the culvert pipe. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery. 4). Temporary Rock Construction Entrance a). Temporary rock construction entrances shall be installed at the locations shown on the plan included in this SWPPP. See detail for temporary rock entrance design. b). If the Contractor chooses to access the site from locations other than where temporary rock entrances are specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be adequately maintained until Final Stabilization has been established. d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of discovery. e). The Contractor has the option to place Type 4 geotextile fabric beneath the temporary rock entrance. The fabric may extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction activities are resulting in sediment or debris being tracked onto City streets. 5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3F. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches. Dewatering If dewatering of sandy subsoils is required for this project, the pump discharge shall be treated prior to discharge off-site or into a surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved equivalent), as manufactured by Dandy Products,Inc. Dandy Products, Inc. can be contacted at (877) 307-0141, and their web page is www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewatering water has been treated, it may be discharged off-site or to a surface water. The discharge shall be visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is noticeably "dirty", the Engineer shall be contacted as additional treatment methods may be necessary. Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or established turf. This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation measures. The type of erosion control measure shall be at the Contractor's discretion, depending on the location of the dewatering discharge and the unique site characteristics. The erosion control measures shall be effective and shall be maintained adequately such that no erosion occurs at the point of discharge. Pollution Prevention Management Solid waste accumulated during construction, including collected sediment, construction materials, floating debris, construction debris, paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal requirements: 1). Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water. 2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. 3). Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. 4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. 5). Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. The Contractor shall conduct fueling in a contained area unless infeasible. The Contractor shall ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. The Contractor VKDOOUHSRUWDQGFOHDQXSVSLOOVLPPHGLDWHO\DVUHTXLUHGE\0LQQ6WDW†XVLQJGU\FOHDQXSPHDVXUHVZKHUHSRVVLEOH If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. FINAL STABILIZATION Final Stabilization shall be considered established once the following requirements have been achieved: 1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2). The permanent storm water management system is constructed, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3). All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the project site. BMPs designed to decompose on site may be left in place. ADDITIONAL COMMENTS The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of the State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged by construction activity related to this project. Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor shall also obtain all other necessary local government permits related to erosion and sediment control, if applicable (ie: Watershed District, County Soil and Water Conservation District, MNDOT, etc.). This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General Storm Water Permit. In addition to the SWPPP, the Owner, Contractor, and SWPPP Coordinator shall familiarize themselves with the actual requirements indicated in the MPCA General Storm Water Permit itself and are responsible for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit upon request. e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1/3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short-term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities. Inspections shall be conducted per the time frames listed above with the following exceptions: 1). Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas with permanent cover may be reduced to once per month 2). Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground conditions). Following the 12th month of permanent cover with no construction activity, inspections may be terminated until construction activity is once again initiated or sooner if notified in writing by the MPCA. 3). Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first. Inspection Records The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours of the inspection and/or maintenance activity. The inspection records shall include the following: 1). Date and time of inspections 2). Name of person(s) conducting inspection 3). Findings of inspections, including recommendations for corrective actions 4). Corrective actions taken (including dates, times, and party completing maintenance activities) 5). Date and amount of any rainfall events greater than 1/2" in 24 hours a). The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts. 6). If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan): 1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod, hydroseeding, etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2574. d). Contractor shall utilize Seed Mix 25-131 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seeding shall be sown per MNDOT Spec. 2575.3B. f). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise. PROJECT INFORMATION Project Description This project will consist of the construction of an addition to an existing commercial building with a footprint of approximately 8,200 SF, as well as parking lot and driveway areas. Storm water management for the project will consist of two infiltration basins for rate control purposes. Impervious Surface Tabulation (within proposed construction area) Permanent Site Drainage Site drainage will be routed to one of two infiltration basins located on either side of the proposed driveway entrance for the purposes of meeting City rate control requirements. The basins will outlet into the public storm sewer system located in the adjacent Chelsea Road. Since new and redeveloped impervious surface areas total less than 1 acre, storm water management related to water quality is not included in the project. Mississippi River River Yes Yes N/A Estimated Disturbed Area 1.9 acres C5 OF 7 PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONSWPPP - DETAILS Existing Building #3613 Chelsea Road W. Concrete Surface Edge of Concrete Wood Fence Wood Fence Edge of Woods Edge of Woods Edge of Woods Edge of Woods Edge of Woods Concrete base for Electric Transformer Concrete Side walk Concrete Side walk Edge of Concrete Concrete Column (typical)HydraulicLiftConcrete SurfaceEdge of Concrete Bit u m i n o u s S u r f a c e Wood Fence Edge of Concrete Co n c r e t e Concrete Curb Benchmark (See Note 2) Concrete Curb (B612) Paint Striping (typical) B i t u m i n o u s P a r k i n gB i t u m i n o u s P a r k i n g Bituminous Surface B i t u m i n o u s P a r k i n g Concrete Surface Flagpole Edge of Concrete Concrete Curb Edge of Concrete Post Valve Indicator Bitu minous Surface Co n c r e t e Sanitary Manhole RIM = 954.32 Sanitary Manhole RIM = 959.33 Storm Sewer Manhole RIM = 956.39 INV SE.= 949.5 INV NE.-SW. = 948.9 Storm Sewer Manhole RIM = 953.67 Sanitary Manhole RIM = 959.19 INV = 947.5 Concrete Base Moon Motors Sign Moon Motors Sign Storm Sewer Manhole RIM = 960.61 INV SW. = 956.5 INV NW. = 956.4 INV SE. = 956.3 Co n c r e t e S u r f a c e Co n c r e t e S u r f a c e Edge of Concrete Edge of Planter Decor RocksDecor RocksBituminous Surface Concrete Curb Overhead Utility Line (typical) Concrete Curb StoopEdge of Planter De c o r R o c k s De c o r R o c k s Concrete Curb De c o r R o c k s De c o r R o c k s Decor RocksDecor RocksEdge of Planter Ha n d i c a p S i g n Handicap Sign Building Overhang Chain Link Fence Chain Link Fence Guide Wire LOT 1 Drainage and Utility Easement per plat 1 2 12126 6121 212Drainage and Utility Easement per plat Drainage and Utility Easement per plat Telephone Pedestal Telephone Pedestal Telephone Pedestal Utility Vault Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Telephone per Gopher One Underground Telephone per Gopher One Underground Gas per Gopher One Underground Gas per Gopher One 12" HDPE Storm Sewer per city plans 12" HDPE 18" HDPE 18 " H D P E S t o r m S e w e r p e r c i t y p l a n s Underground Fiber Optic per Gopher One 8" DI P Wat er mai n p er city pla ns Catch Basin RIM = 953.34 INV = 948.3 Catch Basin RIM = 953.34 Catch Basin RIM = 959.05 INV = 954.4 Catch Basin RIM = 958.74 INV SE. = 952.0 INV N.-W. = 951.7 Catch Basin RIM = 961.24 INV NW. = 954.2 INV NE.-S. = 953.5 Catch Basin RIM = 958.58 INV NW. = 954.8 INV SW. = 954.3 Catch Basin RIM = 960.11 INV = 956.6 Catch Basin RIM = 960.57 INV SW. = 957.8 INV SE. = 957.7 Building Entrance Overhang Storm Sewer Clean Out 8" PVC Storm Sewerper city plans8" PVC Storm S e w e r p e r c i t y p l a n s Storm Sewer Clean Out 12" HDPE Storm Sewer per city plans18" HD P E S t o r m S e w e r p e r ci t y pl a n s Sanitary Sewer per city plans18" HDPE Storm Sewer per city plans8" PVC Sanitary Se wer per city plans 8" P V C S a n i t a r y S e w e r p e r c i t y p l a n s24" RCP Stor m Sewerper city plans16 " D I P W a t e r m a i n p e r c i t y p l a n s Underground Telephone per Gopher One FFE=963.5 FFE=963.5 FFE=963.5 FFE=963.5 Fiber Optic Hand Hole Storm Sewer Stub per city plans 6" Watermain per city plans Ha n d i c a p A c c e s s A r e a Storm Sewer Stub per city plans Right of Access deeded to the State of Minnesota per Document No's. 242679, 266002, and 266001 Handicap Access Area SWPPP - PLAN VIEW 0 40 80 160 C6 OF 7 SCALE: 1"=40' PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONPROPOSED BUILDING ADDITION FFE = 963.50 96296296296 2 96 2 96 0 9609 6 0 960 960 960 96 2960 95895 8 95 89589 5 8 95695 6 95 6956956956954954954952952950 TEMPORARY ROCK CONSTRUCTION ENTRANCE PERIMETER SILT FENCE (TYP) PERIMETER SILT FENCE (TYP) PERIMETER SILT FENCE (TYP) PERIMETER SILT FENCE (TYP) INSTALL CATCH BASIN PROTECTION INSTALL CATCH BASIN PROTECTION CATEGORY 3 EROSION CONTROL BLANKET (TYP) SILT FENCE AROUND BASIN (TYP) CLASS III RIP RAP OVERLYING TYPE 4 GEOTEXTILE FABRIC CLASS III RIP RAP OVERLYING TYPE 4 GEOTEXTILE FABRIC CLASS III RIP RAP OVERLYING TYPE 4 GEOTEXTILE FABRIC CLASS III RIP RAP OVERLYING TYPE 4 GEOTEXTILE FABRIC CATEGORY 3 EROSION CONTROL BLANKET (TYP) CATEGORY 3 EROSION CONTROL BLANKET (TYP) CATEGORY 3 EROSION CONTROL BLANKET (TYP) Existing Building #3613 Chelsea Road W. Concrete Surface Edge of Concrete Wood Fence Wood Fence Edge of Woods Edge of Woods Edge of Woods Edge of Woods Edge of Woods Concrete base for Electric Transformer Concrete Side walk Concrete Side walk Edge of Concrete Concrete Column (typical)HydraulicLiftConcrete SurfaceEdge of Concrete Bit u m i n o u s S u r f a c e Wood Fence Edge of Concrete Co n c r e t e Concrete Curb Benchmark (See Note 2) Concrete Curb (B612) Paint Striping (typical) B i t u m i n o u s P a r k i n gB i t u m i n o u s P a r k i n g Bituminous Surface B i t u m i n o u s P a r k i n g Concrete Surface Flagpole Edge of Concrete Concrete Curb Edge of Concrete Post Valve Indicator Bitu minous Surface Co n c r e t e Sanitary Manhole RIM = 954.32 Sanitary Manhole RIM = 959.33 Storm Sewer Manhole RIM = 956.39 INV SE.= 949.5 INV NE.-SW. = 948.9 Storm Sewer Manhole RIM = 953.67 Sanitary Manhole RIM = 959.19 INV = 947.5 Concrete Base Moon Motors Sign Moon Motors Sign Storm Sewer Manhole RIM = 960.61 INV SW. = 956.5 INV NW. = 956.4 INV SE. = 956.3 Co n c r e t e S u r f a c e Co n c r e t e S u r f a c e Edge of Concrete Edge of Planter Decor RocksDecor RocksBituminous Surface Concrete Curb Overhead Utility Line (typical) Concrete Curb StoopEdge of Planter De c o r R o c k s De c o r R o c k s Concrete Curb De c o r R o c k s De c o r R o c k s Decor RocksDecor RocksEdge of Planter Ha n d i c a p S i g n Handicap Sign Building Overhang Chain Link Fence Chain Link Fence Guide Wire LOT 1 Drainage and Utility Easement per plat 1 2 12126 6121 212Drainage and Utility Easement per plat Drainage and Utility Easement per plat Telephone Pedestal Telephone Pedestal Telephone Pedestal Utility Vault Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Telephone per Gopher One Underground Telephone per Gopher One Underground Gas per Gopher One Underground Gas per Gopher One 12" HDPE Storm Sewer per city plans 12" HDPE 18" HDPE 18 " H D P E S t o r m S e w e r p e r c i t y p l a n s Underground Fiber Optic per Gopher One 8" DI P Wat er mai n p er city pla ns Catch Basin RIM = 953.34 INV = 948.3 Catch Basin RIM = 953.34 Catch Basin RIM = 959.05 INV = 954.4 Catch Basin RIM = 958.74 INV SE. = 952.0 INV N.-W. = 951.7 Catch Basin RIM = 961.24 INV NW. = 954.2 INV NE.-S. = 953.5 Catch Basin RIM = 958.58 INV NW. = 954.8 INV SW. = 954.3 Catch Basin RIM = 960.11 INV = 956.6 Catch Basin RIM = 960.57 INV SW. = 957.8 INV SE. = 957.7 Building Entrance Overhang Storm Sewer Clean Out 8" PVC Storm Sewerper city plans8" PVC Storm S e w e r p e r c i t y p l a n s Storm Sewer Clean Out 12" HDPE Storm Sewer per city plans18" HD P E S t o r m S e w e r p e r ci t y pl a n s Sanitary Sewer per city plans18" HDPE Storm Sewer per city plans8" PVC Sanitary Se wer per city plans 8" P V C S a n i t a r y S e w e r p e r c i t y p l a n s24" RCP Stor m Sewerper city plans16 " D I P W a t e r m a i n p e r c i t y p l a n s Underground Telephone per Gopher One FFE=963.5 FFE=963.5 FFE=963.5 FFE=963.5 Fiber Optic Hand Hole Storm Sewer Stub per city plans 6" Watermain per city plans Ha n d i c a p A c c e s s A r e a Storm Sewer Stub per city plans Right of Access deeded to the State of Minnesota per Document No's. 242679, 266002, and 266001 Handicap Access Area LANDSCAPE PLAN 0 40 80 160 CL1 OF 1 SCALE: 1"=40' PROJECT NUMBER: 16057 Date: 11/07/2016License No.: 43129REVISIONSNO.234DATEDESCRIPTIONBrian J. Schultz, PESCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.comMONTICELLO, MINNESOTACIVIL CITY SUBMITTAL SET - 11/07/2016I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedEngineer under the laws of the state ofMinnesotaMOON MOTORSPORTS12016 BUILDING ADDITIONPROPOSED BUILDING ADDITION FFE = 963.50 EXISTING PINE TREE (1) TO REMAIN EXISTING PINE TREES (5) TO REMAIN EXISTING BIRCH TREE (1) TO REMAIN EXISTING BIRCH TREE (1) TO REMAIN EXISTING SPRUCE TREES (4) TO REMAIN EXISTING SPRUCE TREES (3) TO REMAIN EXISTING SPRUCE TREES (4) TO REMAIN EXISTING MAPLE TREE (1) TO REMAIN EXISTING MAPLE TREE (1) TO REMAIN EXISTING MAPLE TREES (4) TO REMAIN STRAIGHT TRUNK NO V-CROTCH REMARKSSIZE LANDSCAPING SCHEDULE DECIDUOUS TREES BOTANICAL NAMECOMMON NAMEKEYQTY.SYMBOL 3 AB AUTUMN BLAZE MAPLE ACER FREMANII 'AUTUMN BLAZE'2.5" B&B STRAIGHT TRUNK NO V-CROTCH5DNADEBORAH NORWAY MAPLE ACER PLATANOIDES 2.5" B&B CONIFEROUS TREES FULL FORM TO GRADE0BHBLACK HILLS SPRUCE PICEA GLAUCA DENSATA 6' HT. SHRUBS MIN. 5 CANES AT HT. SPEC.26 NS NORMAN SPIREA SPIREA JAPONICA 'NORMAN'18" HT., CONT. MIN. 5 CANES AT HT. SPEC.27 SS SHIBORI SPIREA SPIREA JAPONICA 'SHIROBANA'18" HT., CONT. MIN. 5 CANES AT HT. SPEC.3 LE LITTLE ELFIE ARBORVITAE ARBORVITAE, AMERICAN (THUJA) 'LITTLE ELFIE'24" HT., CONT. NOTE: THIS PLAN HAS BEEN PREPARED FOR THE PURPOSES OF THE SITE PLAN APPROVAL PROCESS. FOR SPECIFIC LANDSCAPING METHODS, DETAILS, AND SPECIFICATIONS A LANDSCAPE PROFESSIONAL SHOULD BE CONTACTED INFILTRATION BASIN INFILTRATION BASIN (2) DN (1) AB (1) DN (1) AB (1) DN (1) AB (1) DN (1) LE (3) NS (3) NS (3) NS (3) NS (3) SS (3) SS (3) SS(1) LE (3) NS (3) SS (3) NS (3) SS (3) NS (3) SS (3) NS (3) SS (2) NS (1) LEEXISTING WOODED AREA TO REMAIN UNDISTURBED EXISTING WOODED AREA TO REMAIN UNDISTURBED EXISTING WOODED AREA TO REMAIN UNDISTURBED NOTE: SHRUB AREAS NOT DESIGNATED AS GRASS/LAWN ADJACENT TO BUILDING ADDITION SHALL BE PROVIDED WITH ROCK MULCH W/ EDGER GRASS/LAWN AREA (TYP) GRASS/LAWN AREA (TYP) GRASS/LAWN AREA (TYP) GRASS/LAWN AREA (TYP) GRASS/LAWN AREA (TYP) DRAWING INDEX T1 TITLE SHEET CIVIL C1 GENERAL NOTES & SPECIFICATIONS C2 STANDARD DETAILS C3 GRADING PLAN C4 SWPPP - NOTES C5 SWPPP - STANDARD DETAILS C6 SWPPP - PLAN VIEW C7 PAVING PLAN CL1 LANDSCAPE PLAN ARCHITECTURAL A1 SITE PLAN A2 FLOOR PLAN A3 ELEVATIONS CONTACTS OWNER MOON MOTORSPORTS 3613 CHELSEA RD MONTICELLO , MN 55362 PH. 763 .295 .2920 CONTACT: JOEL ERICKSON GENERAL CONTRACTOR LARSON BUILDING , INC. 3 HIGHWAY 55 WEST BUFFALO , MN 55313 PH. 763 .688 .5430 CONTACT: ANDY LARSON ARCHITECT STONE TENT ARCHITECTURE 15001 140TH ST FORESTON , MN 56330 PH. 612 .508 .8099 CONTACT: ERIK JOHNSON CIVIL SCHULTZ ENGINEERING & SITE DESIGN 18 SOUTH RIVERSIDE AVENUE SUITE 230 SARTELL , MN 56377 PH. 320 .339 .0669 CONTACT: BRIAN SCHULTZ M O O N M O T O R S P O RT S CITY SUBMISSION - NOVEMBER 4, 2016 3613 CHELSEA ROAD MONTICELLO , MN 55362 MAP STONE TENT ARCHITECTURE STONE TENT ARCHITECTURE Sheet No. Project ID T1 1012 NOVEMBER 4, 2016 Sheet Title Project Title TITLE SHEET MOON MOTORSPORTS CITY SUBMISSION No.Date Revision NotesAppr No.Date Issue Notes 15001 140th st foreston, mn 56330 ph. 612.508.8099 erik@stonetentarchitecture.com stonetentarchitecture.com © 2016 STONE TENT ARCHITECTURE, ALL RIGHTS RESERVED This drawing is an instrument of service and is the sole property of Stone Tent Architecture, any use of this drawing without written consent by Stone Tent Architecture is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques , sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawings are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions. Written dimensions shall govern. I hereby certify that this plan , specification , or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . Signature Architect Registration Date Erik P. Johnson 50962 STONE TENT ARCHITECTURE STONE TENT ARCHITECTURE Sheet No. Project ID A1 1012 NOVEMBER 4, 2016 Sheet Title Project Title SITE PLAN MOON MOTORSPORTS CITY SUBMISSION No.Date Revision NotesAppr No.Date Issue Notes 15001 140th st foreston, mn 56330 ph. 612.508.8099 erik@stonetentarchitecture.com stonetentarchitecture.com © 2016 STONE TENT ARCHITECTURE, ALL RIGHTS RESERVED This drawing is an instrument of service and is the sole property of Stone Tent Architecture, any use of this drawing without written consent by Stone Tent Architecture is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques , sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawings are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions. Written dimensions shall govern. I hereby certify that this plan , specification , or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . Signature Architect Registration Date Erik P. Johnson 50962 6-0x7-06-0x7-06-0x7-06-0x7-0111A2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-06-0x7-06-0x7-06-0x7-06-0x7-0118D2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-0118A 6-0x7-06-0x7-06-0x7-06-0x7-0100C2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-07250 7251 7252 SHOWROOM 12,036 OFFICE ACCOUNTING LOCKER/LUNCH ROOM TOILET SERVICE 2,975 SF OFFICE PREP AREA WRITE UP JANITOR OFFICE OFFICE WOMENS MENS PARTS 1,015 SF PARTS COUNTER RISER ROOM CATALOGWORK STATION 1 WORK STATION 2 WORK STATION 3 WORK STATION 4 WORK STATION 5 WORK STATION 6 SERVICE ROOM WASH BAY WAREHOUSE 4,480 SF SHOWROOM 3,975 SQ FT WAREHOUSE 3,930 SQ FT EXISTING OVERFLOW ONTO NEW ROOF EXISTING OVERFLOW ONTO NEW ROOF NEW 35 STALLS OFF ROAD CRUSHED ROCK TEST TRAIL NEW SERVICE DRIVE GATE GATE NEW SIDEWALK & CURB WIDER DRIVE PAVED DRIVE FUTURE BLDG (DASHED) NEW SCREEN FENCE TO EXPAND AREA FOR SERVICE VEHICLES 5,050 SQ FT EXISTING FENCED AREA - 5,400 SQ FT EXISTING FENCED STORAGE AREA - 7,300 SQ FT FUTURE BLDG (DASHED) VEHICLES IN FOR SERVICE R 45'-0" R 45'-0" R 60'-3 1/2" R 28'-4 3/4" R 43'-1" PARKING COUNT 77 EXISTING REQUIRED 80 EXISTING STALLS 1 STALL LOST IN ADDING NEW HANDICAP STALL 3,930 SF NEW SALES/ 200 = 20 3,975 SF NEW WAREHOUSE /500 = 8 STALLS 28 NEW STALLS REQUIRED 35 PROVIDED TOTAL 105 STALLS REQUIRED TOTAL 114 STALLS PROVIDED SITE PLAN Scale: 1" = 30 ft 1 A1 14'-0"NEW H.C. STALL & LOADING NEW 8,230 SQ FT ADDITION EXISTING 24,493 SQ FT BLDG 14'-0" -NO ADDITIONAL EXTERIOR STORAGE AREA (EXISTING 7,300 SQ FT) -NO ADDITIONAL EXTERIOR SALES AREA (EXISITING 7,300 SQ FT) -EXPANDED SCREENED AREA FOR VEHICLES IN FOR SERVICE (ALLOWED SERVICE VEHICLE AREA = 25% BUILDABLE AREA ON SITE 204,465 SQ FT (.25) = 51,116 SQ FT ALLOWED TOTAL PROPOSED = 10,450 SQ FT 70'-0"24'-0" SHOWROOM 12,036 OFFICE ACCOUNTING LOCKER/LUNCH ROOM TOILET SERVICE 2,975 SF OFFICE PREP AREA WRITE UP JANITOR OFFICE OFFICE WOMENS MENS PARTS 1,015 SF PARTS COUNTER RISER ROOM CATALOGWORK STATION 1 WORK STATION 2 WORK STATION 3 WORK STATION 4 WORK STATION 5 WORK STATION 6 SERVICE ROOM WASH BAY WAREHOUSE 4,480 SF SHOWROOM 3,975 SQ FT WAREHOUSE 3,930 SQ FT 88'-0"93'-5"44'-6" B 43'-6" CA 7'-0"2 33'-0"3 40'-0"4 19'-5"5 1 FLOOR PLAN Scale: 3/32" = 1'-0" 1 A2 STONE TENT ARCHITECTURE STONE TENT ARCHITECTURE Sheet No. Project ID A2 1012 NOVEMBER 4, 2016 Sheet Title Project Title FLOOR PLAN MOON MOTORSPORTS CITY SUBMISSION No.Date Revision NotesAppr No.Date Issue Notes 15001 140th st foreston, mn 56330 ph. 612.508.8099 erik@stonetentarchitecture.com stonetentarchitecture.com © 2016 STONE TENT ARCHITECTURE, ALL RIGHTS RESERVED This drawing is an instrument of service and is the sole property of Stone Tent Architecture, any use of this drawing without written consent by Stone Tent Architecture is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques , sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawings are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions. Written dimensions shall govern. I hereby certify that this plan , specification , or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . Signature Architect Registration Date Erik P. Johnson 50962 CODE REVIEW NEW ADDITON OCCUPANCY - M CONSTRUCTION TYPE - 2B BUILDING HEIGHTS AND AREA LIMITATIONS TABULAR = 2 STORIES / 55' / 12,500 SF ALLOWABLE = 12,500 + 7,950 + 37,500 = 57,950 SQ FT ACTUAL = 32,697 SQ FT / 1 STORY / SPRINKLED RESTROOM COUNT - 1 TOILET REQ. FOR M 1 TOILET REQ. FOR S 1 TOILET REQ. FOR B = 3 TOILETS REQ. / 2 M, 2 W, 1 UNISEX CURRENTLY PROVIDED NO NEW TOILETS REQUIRED EXISITING NORTHEAST ELEVATION Scale: 1/8" = 1'-0" 1 A3 NEW TOP OF PARAPET EL. 121'-8" MAIN LEVEL EL. 100'-0" TOP OF PARAPET EL. 123'-2" WHITE PAINTED PRECAST PANEL TO MATCH EXISTING GRAY PAINTED RECESSED STRIPE IN PRECAST PANEL TO MATCH EXISTING GRAY PAINTED PRECAST PANEL ALUMINUM FRAME WINDOW PREFINISHED METAL ROOF EDGE TO MATCH EXISTING EXISTING SOUTHWEST ELEVATION Scale: 1/8" = 1'-0" 3 A3 NEW BEYOND TOP OF EXISTING PARAPET EL. 128'-2" STONE TENT ARCHITECTURE STONE TENT ARCHITECTURE Sheet No. Project ID A3 1012 NOVEMBER 4, 2016 Sheet Title Project Title ELEVATIONS MOON MOTORSPORTS CITY SUBMISSION No.Date Revision NotesAppr No.Date Issue Notes 15001 140th st foreston, mn 56330 ph. 612.508.8099 erik@stonetentarchitecture.com stonetentarchitecture.com © 2016 STONE TENT ARCHITECTURE, ALL RIGHTS RESERVED This drawing is an instrument of service and is the sole property of Stone Tent Architecture, any use of this drawing without written consent by Stone Tent Architecture is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques , sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawings are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions. Written dimensions shall govern. I hereby certify that this plan , specification , or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . Signature Architect Registration Date Erik P. Johnson 50962 NORTHWEST ELEVATION Scale: 1/8" = 1'-0" 2 A3 NEW EXISTING BEYONDEXISTING BEYOND STONE TENT ARCHITECTURE STONE TENT ARCHITECTURE Sheet No. Project ID A1 1012 NOVEMBER 18, 2016 Sheet Title Project Title SITE PLAN MOON MOTORSPORTS CITY SUBMISSION No.Date Revision NotesAppr No.Date Issue Notes 15001 140th st foreston, mn 56330 ph. 612.508.8099 erik@stonetentarchitecture.com stonetentarchitecture.com © 2016 STONE TENT ARCHITECTURE, ALL RIGHTS RESERVED This drawing is an instrument of service and is the sole property of Stone Tent Architecture, any use of this drawing without written consent by Stone Tent Architecture is prohibited. The architect shall not have control or charge of and shall not be responsible for construction means, methods, deviations, techniques , sequences or procedures, or for safety precautions and programs in connection with the work, for the acts or omissions of the contractor, subcontractors or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. Always use dimensions as shown. Drawings are not to be scaled. Drawing scales as indicated are for reference only and are not intended to accurately depict actual or designed conditions. Written dimensions shall govern. I hereby certify that this plan , specification , or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota . Signature Architect Registration Date Erik P. Johnson 50962 6-0x7-06-0x7-06-0x7-06-0x7-0111A2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-06-0x7-06-0x7-06-0x7-06-0x7-0118D2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-0118A 6-0x7-06-0x7-06-0x7-06-0x7-0100C2-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-03-0x7-02-8x7-02-6x7-02-4x7-02-0x7-01-8x7-01-8x7-02-0x7-02-4x7-02-6x7-02-8x7-03-0x7-07250 7251 7252 SHOWROOM 12,036 OFFICE ACCOUNTING LOCKER/LUNCH ROOM TOILET SERVICE 2,975 SF OFFICE PREP AREA WRITE UP JANITOR OFFICE OFFICE WOMENS MENS PARTS 1,015 SF PARTS COUNTER RISER ROOM CATALOGWORK STATION 1 WORK STATION 2 WORK STATION 3 WORK STATION 4 WORK STATION 5 WORK STATION 6 SERVICE ROOM WASH BAY WAREHOUSE 4,480 SF SHOWROOM 3,975 SQ FT WAREHOUSE 3,930 SQ FT FITTING STORAGE EXISTING OVERFLOW ONTO NEW ROOF EXISTING OVERFLOW ONTO NEW ROOF NEW 35 STALLS OFF ROAD CRUSHED ROCK TEST TRAIL NEW SERVICE DRIVE GATE GATE NEW SIDEWALK & CURB WIDER DRIVE PAVED DRIVE FUTURE BLDG (DASHED) NEW SCREEN FENCE TO EXPAND AREA FOR SERVICE VEHICLES 5,050 SQ FT EXISTING FENCED AREA - 5,400 SQ FT EXISTING FENCED STORAGE AREA - 7,300 SQ FT FUTURE BLDG (DASHED) VEHICLES IN FOR SERVICE R 45'-0" R 45'-0" R 60'-3 1/2" R 28'-4 3/4" R 43'-1" TRASH ENCLOSURE AREA TO MATCH EXIST FENCING SWINGING GATES ON STEEL PIPES EMBEDED IN CONCRETE PIERS PARKING COUNT 77 EXISTING REQUIRED 80 EXISTING STALLS 1 STALL LOST IN ADDING NEW HANDICAP STALL 3,930 SF NEW SALES/ 200 = 20 3,975 SF NEW WAREHOUSE /500 = 8 STALLS 28 NEW STALLS REQUIRED 35 PROVIDED TOTAL 105 STALLS REQUIRED TOTAL 114 STALLS PROVIDED SITE PLAN Scale: 1" = 30 ft 1 A1 14'-0"NEW H.C. STALL & LOADING NEW 8,230 SQ FT ADDITION EXISTING 24,493 SQ FT BLDG 14'-0" -NO ADDITIONAL EXTERIOR STORAGE AREA (EXISTING 7,300 SQ FT) -NO ADDITIONAL EXTERIOR SALES AREA (EXISITING 7,300 SQ FT) -EXPANDED SCREENED AREA FOR VEHICLES IN FOR SERVICE (ALLOWED SERVICE VEHICLE AREA = 25% BUILDABLE AREA ON SITE 204,465 SQ FT (.25) = 51,116 SQ FT ALLOWED TOTAL PROPOSED = 10,450 SQ FT 70'-0"24'-0" 36'-3" 9'-0"20'-0"30'-0"20'-0"9'-0"97'-10"73'-0"153'-0" 162'-0" 22'-2" 6'-0" 28'-4" 6'-0" 19'-1" 44'-9"31'-4"59'-7"15'-0"43'-6"29'-7" SLAB EL. 963.5' EXIST SLAB EL. 963.5'10'-0"12'-0" EXIST RTU EXIST RTU EXIST RTU EXIST RTU EXIST RTU RTU RTU RTU SCREENING OF NEW RTU'S BY PARAPETS 6'-0"12'-0"12'-0"30'-0"10'-0"30'-0"82'-5" 214'-11" 172'-9"539.5'540.16'425 .68' 376 .4' MOON MOTORSPORTS SITE SUMMARY PARCEL SIZE 224,607 SQ FT / 5.2 ACRES GROSS FLOOR AREA TOTAL 32,723 SQ FT - EXISTING 24, 493 SQ FT -NEW 8,230 SQ FT IMPERVIOUS COVERAGE 57% PROJECTED NUMBER OF EMPLOYEES 30 +/- REQUIRED PARKING SPACES 28 STALLS PROVIDED PARKING SPACES 35 STALLS + 1 CONVERTED H.C. PARKING STALL/AISLE DIMENISONS 9'W X 20'D / 30' AISLE (SEMI ACCESS) EXISTING ZONING B4 (to convert to B3) STORM WATER CALCULATIONS MOON MOTORSPORTS 2016 BUILDING ADDITION MONTICELLO, MINNESOTA PROJECT NUMBER: 16057 . Ph: (320) 339-0669 Fx: (866) 633-1830 NO. 18 South Riverside Ave, Suite 230 schultzeng@live.com Sartell, MN 56377 www.schultzengineeringdesign.com I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _______________________________________ Brian J. Schultz DATE:11/14/2016 REG. NO.:43129 REVISIONS DATE DESCRIPTION STORM WATER SUMMARY The proposed site is designed so that the majority of the storm water run-off drains to one of two proposed infiltration basins via new storm sewer and surface drainage to be constructed on-site. The infiltration basins have been sized such that the post- developed runoff for the 2, 10, and 100-year storm events do not exceed the pre- developed runoff rates, per direction from the City Engineer. It should be noted that the proposed new and redeveloped impervious surfacing associated with this project is less than 1 acre. While infiltration basins are proposed for this project, engineering design related to water quality has not been included in the basin designs. The infiltration basins are included in this project for the purposes of controlling the 2-year post-developed runoff rate. The site drainage has been modeled for 2, 10, and 100-year storm events. Our calculations assume that a typical 2-year storm event in this area of Monticello would be approximately 2.84 inches, a typical 10-year event would be 4.22 inches and a typical 100-year event would be 6.87 inches, as per NOAA Atlas 14 Rainfall Data. We have utilized HydroCAD software to generate hydraulic calculations, as shown on the following pages. The storm sewer pipe has been sized to carry runoff from the 10-year storm event, and calculations for this have been completed using the Rational Method. Calculations are shown on the following pages. Existing Soils Based on the NRCS Web Soil Survey, as well as previous experience in this area of Monticello, the surficial soils at the site consist predominantly of topsoil consisting of silty sands (SM) or poorly-graded sands with silt (SP-SM) (Hydrologic Soil Group (HSG) “B”). It should be noted that soil borings have been ordered for this project to verify underlying soils conditions, but were unavailable at the time of design. Ground Water Based on the NRCS Web Soil Survey, as well as previous experience in this area of Monticello, ground water is expected to exist at elevations below at least 947.0. It should be noted that soil borings have been ordered for this project to verify ground water conditions, but were unavailable at the time of design. Existing Drainage The proposed construction area consists of one existing drainage area (EXIST), which comprises the portion of the site designated for construction. This drainage area drains directly off site to the south and west. This drainage area has the following calculated runoffs from 2, 10 and 100-year storm events: EXISTING DRAINAGE Drainage Area 2-Year Runoff (cfs) 10-Year Runoff (cfs) 100-Year Runoff (cfs) EXIST 0.88 2.77 7.52 Proposed Drainage The proposed site consists of three drainage areas (DA). DA1 and DA2 contain most of the proposed impervious surfacing and each drain to a proposed infiltration basin. DA3 consists mostly of proposed green area (with some impervious area), and drains directly off site to the south and west, as the existing site currently does. The proposed drainage areas have the following calculated runoffs from 2, 10 and 100- year storm events: PROPOSED DRAINAGE Drainage Area 2-Year Runoff (cfs) 10-Year Runoff (cfs) 100-Year Runoff (cfs) DA1 3.00 4.96 8.69 DA2 1.03 2.19 4.66 DA3 0.68 1.93 4.91 The proposed outlets for the infiltration basins consist of combination orifice/weir outlet structures, which have been sized to limit post-developed runoff to pre- developed runoff rates. Data relating to the performance of the basin during the 2, 10, and 100-year storm event is shown in the table below: INFILTRATION BASIN #1 DATA Bottom of Basin 954.50 Basin Outlet 956.50 Top of Basin 959.00 2-year Peak Water Level 956.87 2-year Peak Outflow (cfs) 0.19 10-year Peak Water Level 957.67 10-year Peak Outflow (cfs) 0.42 100-year Peak Water Level 958.69 10-year Peak Outflow (cfs) 1.56 INFILTRATION BASIN #2 DATA Bottom of Basin 950.00 Basin Outlet 951.50 Top of Basin 954.00 2-year Peak Water Level 951.68 2-year Peak Outflow (cfs) 0.08 10-year Peak Water Level 952.37 10-year Peak Outflow (cfs) 0.35 100-year Peak Water Level 953.66 10-year Peak Outflow (cfs) 0.59 RUNOFF RATE COMPARISON (Discharge Off Site) Storm Event Existing Runoff (EXIST) Proposed Runoff (Basin #1 & #2 Discharges + DA3) 2-Year 0.88 0.95 10-Year 2.77 2.70 100-Year 7.52 7.06 Existing Building #3613 Chelsea Road W. Concrete Surface Edge of Concrete Wood Fence Wood Fence Edge of Woods Edge of Woods Edge of Woods Edge of Woods Edge of Woods Concrete base for Electric Transformer Concret e Side w alk Concrete Sid e walk Edge of Concrete Concrete Column (typical)HydraulicLiftConcrete SurfaceEdge of Concrete Bit u m i n o u s S u r f a c e Wood Fence Edge of Concrete Co n c r e t e Concrete Curb Benchmark (See Note 2) Concrete Curb (B612) Paint Striping (typical) B i t u m i n o u s P a r k i n g B i t u m i n o u s P a r k i n g Bituminous Surface B i t u m i n o u s P a r k i n g Concrete Surface Flagpole Edge of Concrete Concrete Curb Edge of Concrete Post Valve Indicator Bitu mi n ous S urf ace Co n c r e t e Sanitary Manhole RIM = 954.32 Sanitary Manhole RIM = 959.33 Storm Sewer Manhole RIM = 956.39 INV SE.= 949.5 INV NE.-SW. = 948.9 Storm Sewer Manhole RIM = 953.67 Sanitary Manhole RIM = 959.19 INV = 947.5 Concrete Base Moon Motors Sign Moon Motors Sign Storm Sewer Manhole RIM = 960.61 INV SW. = 956.5 INV NW. = 956.4 INV SE. = 956.3 Co n c r e t e S u r f a c e Co n c r e t e S u r f a c e Edge of Concrete Edge of Planter Decor RocksDecor RocksBituminous Surface Concrete Curb Overhead Utility Line (typical) Concrete Curb StoopEdge of Planter De c o r R o c k s De c o r R o c k s Concrete Curb De c o r R o c k s De c o r R o c k s Decor RocksDecor RocksEdge of Planter Ha n d i c a p S i g n Handicap Si gn Building Overhang Chain Link Fence Chain Link Fence Guide Wire LOT 1 Drainage and Utility Easement per plat 1 2 12126 6121212Drainage and Utility Easement per plat Drainage and Utility Easement per plat Telephone Pedestal Telephone Pedestal Telephone Pedestal Utility Vault Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Telephone per Gopher One Underground Telephone per Gopher One Underground Gas per Gopher One Underground Gas per Gopher One 12" HDPE Storm Sewer per city plans 12" HDPE 18" HDPE 18" H D P E S t o r m S e w e r p e r c i t y p l a n s Underground Fiber Optic per Gopher One 8" DI P Wat er m ai n p er cit y plans Catch Basin RIM = 953.34 INV = 948.3 Catch Basin RIM = 953.34 Catch Basin RIM = 959.05 INV = 954.4 Catch Basin RIM = 958.74 INV SE. = 952.0 INV N.-W. = 951.7 Catch Basin RIM = 961.24 INV NW. = 954.2 INV NE.-S. = 953.5 Catch Basin RIM = 958.58 INV NW. = 954.8 INV SW. = 954.3 Catch Basin RIM = 960.11 INV = 956.6 Catch Basin RIM = 960.57 INV SW. = 957.8 INV SE. = 957.7 Building Entrance Overhang Storm Sewer Clean Out 8" PVC Storm Sewerper city plans8" PVC Storm S e w e r p e r c i t y p l a n s Storm Sewer Clean Out 12" HDPE Storm Sewer per city plans18" HDP E S t o r m S e w e r p e r c i t y p l a n s Sanitary Sewer per city plans18" HDPE Stor m Sewer per city plans8" PVC Sanitary Se wer per city plans 8" P V C S a n i t a r y S e w e r p e r c i t y p l a n s24" RCP Stor m Se wer per city plans16" D I P W a t e r m a i n p e r c i t y p l a n s Underground Telephone per Gopher One FFE=963.5 FFE=963.5 FFE=963.5 FFE=963.5 Fiber Optic Hand Hole Storm Sewer Stub per city plans 6" Watermain per city plans Ha n d i c a p A c c e s s A r e a Storm Sewer Stub per city plans Right of Access deeded to the State of Minnesota per Document No's. 242679, 266002, and 266001 Handic ap Access Area 96296296296 2 96 2 96 0 9609 6 0 960 960 960 96 2960 958958 95 89589 5 8 95695 6 956 9 5 6 956956954954954952952950RD CB3 CB2 PROPOSED DRAINAGE - STORM SEWER DESIGN) CB1 STORM.XLS PROJECT NAME:Moon Motorsports Bldg Addition YEAR STORM:10 DATE: 11/14/2016 PROJECT LOCATION: Monticello, MN DESIGN BY: BJS MANNING'S "N"0.013 CHECKED BY: BJS Structure Number Offset to Length Area Area Area Total Tc to Time " I "Runoff Slope Pipe Capacity Velocity Upper Sump Lower Upper Lower Upper Lower Structure PIPE NOTES From To Station Center Feet Acres "C"x"C"C x A Inlet in Pipe in/hr (cfs)%Dia. In.Q (cfs)V (fps)Invert Elevation Invert Casting Casting Build Cover Cover Dimension CLASS CB1 CB2 98 0.25 98 0.25 0.25 10.00 0.27 5.8 1.42 1.84 12 4.83 6.15 957.15 955.35 961.15 959.35 4.00 3.00 3.00 48"V CB2 FES 28 0.51 91 0.46 0.71 10.00 0.06 5.8 4.11 3.04 12 6.21 7.91 955.35 952.35 954.50 959.35 N/A 4.00 3.00 48"V RD CB3 200 0.19 98 0.19 0.19 10.00 0.96 5.8 1.08 1.00 8 1.21 3.46 952.50 950.50 N/A 954.50 N/A N/A 3.33 48"V CB3 FES 46 0.25 77 0.19 0.38 10.00 0.16 5.8 2.20 1.09 12 3.72 4.73 950.50 947.50 950.00 954.50 N/A 4.00 3.00 48"V STORM SEWER DESIGN NOTE: Pipe lengths are from center of structure to center of structure Printed: 9:43 AM, 11/14/2016 Page 1 of 1 M:\01272-03\Excel\Hoglund BE SS_20140818 Existing Building #3613 Chelsea Road W. Concrete Surface Edge of Concrete Wood Fence Wood Fence Edge of Woods Edge of Woods Edge of Woods Edge of Woods Edge of Woods Concrete base for Electric Transformer Concrete Side walk Concrete Si de w alk Edge of Concrete Concrete Column (typical)HydraulicLiftConcrete SurfaceEdge of Concrete Bit u m i n o u s S u r f a c e Wood Fence Edge of Concrete Co n c r e t e Concrete Curb Benchmark (See Note 2) Concrete Curb (B612) Paint Striping (typical) B i t u m i n o u s P a r k i n g B i t u m i n o u s P a r k i n g Bituminous Surface B i t u m i n o u s P a r k i n g Concrete Surface Flagpole Edge of Concrete Concrete Curb Edge of Concrete Post Valve Indicator Bitumi n ous Surfac e Co n c r e t e Sanitary Manhole RIM = 954.32 Sanitary Manhole RIM = 959.33 Storm Sewer Manhole RIM = 956.39 INV SE.= 949.5 INV NE.-SW. = 948.9 Storm Sewer Manhole RIM = 953.67 Sanitary Manhole RIM = 959.19 INV = 947.5 Concrete Base Moon Motors Sign Moon Motors Sign Storm Sewer Manhole RIM = 960.61 INV SW. = 956.5 INV NW. = 956.4 INV SE. = 956.3 Co n c r e t e S u r f a c e Co n c r e t e S u r f a c e Edge of Concrete Edge of Planter Decor RocksDecor RocksBituminous Surface Concrete Curb Overhead Utility Line (typical) Concrete Curb StoopEdge of Planter De c o r R o c k s De c o r R o c k s Concrete Curb De c o r R o c k s De c o r R o c k s Decor RocksDecor RocksEdge of Planter Ha n d i c a p S i g n Handicap Sign Building Overhang Chain Link Fence Chain Link Fence Guide Wire LOT 1 Drainage and Utility Easement per plat 1212126 6121212Drainage and Utility Easement per plat Drainage and Utility Easement per plat Telephone Pedestal Telephone Pedestal Telephone Pedestal Utility Vault Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Telephone per Gopher One Underground Telephone per Gopher One Underground Gas per Gopher One Underground Gas per Gopher One 12" HDPE Storm Sewer per city plans 12" HDPE 18" HDPE 18" H D P E S t o r m S e w e r p e r c i t y p l a n s Underground Fiber Optic per Gopher One 8" DI P W ater m ai n per cit y pl a ns Catch Basin RIM = 953.34 INV = 948.3 Catch Basin RIM = 953.34 Catch Basin RIM = 959.05 INV = 954.4 Catch Basin RIM = 958.74 INV SE. = 952.0 INV N.-W. = 951.7 Catch Basin RIM = 961.24 INV NW. = 954.2 INV NE.-S. = 953.5 Catch Basin RIM = 958.58 INV NW. = 954.8 INV SW. = 954.3 Catch Basin RIM = 960.11 INV = 956.6 Catch Basin RIM = 960.57 INV SW. = 957.8 INV SE. = 957.7 Building Entrance Overhang Storm Sewer Clean Out 8" PVC Storm Sewerper city plans8" PVC Storm S e w e r p e r c i t y p l a n s Storm Sewer Clean Out 12" HDPE Storm Sewer per city plans18" HDP E S t o r m S e w e r p e r c i t y pl a n s Sanitary Sewer per city plans18" HDPE Storm Se wer per city plans8" PVC Sanitary Se wer per city plans 8" P V C S a n i t a r y S e w e r p e r c i t y p l a n s24" RCP Stor m Sewerper city plans16" D I P W a t e r m a i n p e r c i t y p l a n s Underground Telephone per Gopher One FFE=963.5 FFE=963.5 FFE=963.5 FFE=963.5 Fiber Optic Hand Hole Storm Sewer Stub per city plans 6" Watermain per city plans Ha n d i c a p A c c e s s A r e a Storm Sewer Stub per city plans Right of Access deeded to the State of Minnesota per Document No's. 242679, 266002, and 266001 Handicap Access Ar eaEXIST EXISTING DRAINAGE Existing Building #3613 Chelsea Road W. Concrete Surface Edge of Concrete Wood Fence Wood Fence Edge of Woods Edge of Woods Edge of Woods Edge of Woods Edge of Woods Concrete base for Electric Transformer Concrete SidewalkConcrete Sid e walk Edge of Concrete Concrete Column (typical)HydraulicLiftConcrete SurfaceEdge of Concrete Bit u m i n o u s S u r f a c e Wood Fence Edge of Concrete Co n c r e t e Concrete Curb Benchmark (See Note 2) Concrete Curb (B612) Paint Striping (typical) B i t u m i n o u s P a r k i n g B i t u m i n o u s P a r k i n g Bituminous Surface B i t u m i n o u s P a r k i n g Concrete Surface Flagpole Edge of Concrete Concrete Curb Edge of Concrete Post Valve Indicator Bituminous Surface Con c r e t e Sanitary Manhole RIM = 954.32 Sanitary Manhole RIM = 959.33 Storm Sewer Manhole RIM = 956.39 INV SE.= 949.5 INV NE.-SW. = 948.9 Storm Sewer Manhole RIM = 953.67 Sanitary Manhole RIM = 959.19 INV = 947.5 Concrete Base Moon Motors Sign Moon Motors Sign Storm Sewer Manhole RIM = 960.61 INV SW. = 956.5 INV NW. = 956.4 INV SE. = 956.3 Co n c r e t e S u r f a c e Co n c r e t e S u r f a c e Edge of Concrete Edge of Planter Decor RocksDecor RocksBituminous Surface Concrete Curb Overhead Utility Line (typical) Concrete Curb StoopEdge of Planter De c o r R o c k s De c o r R o c k s Concrete Curb De c o r R o c k s De c o r R o c k s Decor RocksDecor RocksEdge of Planter Ha n d i c a p S i g n Handicap SignBuilding Overhang Chain Link Fence Chain Link Fence Guide Wire LOT 1 Drainage and Utility Easement per plat 12 12126 6 121212Drainage and Utility Easement per plat Drainage and Utility Easement per plat Telephone Pedestal Telephone Pedestal Telephone Pedestal Utility Vault Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Electric per Gopher One Underground Telephone per Gopher One Underground Telephone per Gopher One Underground Gas per Gopher One Underground Gas per Gopher One 12" HDPE Storm Sewer per city plans 12" HDPE 18" HDPE 18" H D P E S t o r m S e w e r p e r c i t y p l a n s Underground Fiber Optic per Gopher One 8" DI P W at er mai n p er cit y pl a n s Catch Basin RIM = 953.34 INV = 948.3 Catch Basin RIM = 953.34 Catch Basin RIM = 959.05 INV = 954.4 Catch Basin RIM = 958.74 INV SE. = 952.0 INV N.-W. = 951.7 Catch Basin RIM = 961.24 INV NW. = 954.2 INV NE.-S. = 953.5 Catch Basin RIM = 958.58 INV NW. = 954.8 INV SW. = 954.3 Catch Basin RIM = 960.11 INV = 956.6 Catch Basin RIM = 960.57 INV SW. = 957.8 INV SE. = 957.7 Building Entrance Overhang Storm Sewer Clean Out 8" PVC Storm Sewerper city plans8" PVC Storm S e w e r p e r c i t y p l a n s Storm Sewer Clean Out 12" HDPE Storm Sewer per city plans18" HDP E S t o r m S e w e r p e r c i t y p l a n s Sanitary Sewer per city plans18" HDPE Stor m Sewer per city plans8" PVC Sanitary Se wer per city plans 8" P V C S a n i t a r y S e w e r p e r c i t y p l a n s24" RCP Stor m Se wer per city plans16" D I P W a t e r m a i n p e r c i t y p l a n s Underground Telephone per Gopher One FFE=963.5 FFE=963.5 FFE=963.5 FFE=963.5 Fiber Optic Hand Hole Storm Sewer Stub per city plans 6" Watermain per city plans Ha n d i c a p A c c e s s A r e a Storm Sewer Stub per city plans Right of Access deeded to the State of Minnesota per Document No's. 242679, 266002, and 266001 Handicap Access Area 96296296296 2 96 2 96 0 9609 6 0 960 960 960 96 2960 958958 95 89589 5 8 95695 6 956 9 5 6 956956954954954952952950DA2 DA2 DA1 DA3 DA3 PROPOSED DRAINAGE - INFILTRATION BASIN DESIGN) EXIST Routing Diagram for 2-Year Existing Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 2-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.560 61 >75% Grass cover, Good, HSG B (EXIST) 0.300 98 Paved parking, HSG B (EXIST) 0.410 60 Woods, Fair, HSG B (EXIST) 2.270 66 TOTAL AREA 2-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.270 HSG B EXIST 0.000 HSG C 0.000 HSG D 0.000 Other 2.270 TOTAL AREA 2-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.560 0.000 0.000 0.000 1.560 >75% Grass cover, Good EXIST 0.000 0.300 0.000 0.000 0.000 0.300 Paved parking EXIST 0.000 0.410 0.000 0.000 0.000 0.410 Woods, Fair EXIST 0.000 2.270 0.000 0.000 0.000 2.270 TOTAL AREA MSE 24-hr 3 Rainfall=2.84"2-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.270 ac 13.22% Impervious Runoff Depth>0.43"Subcatchment EXIST: Flow Length=230' Slope=0.0440 '/' Tc=21.5 min CN=66 Runoff=0.88 cfs 0.082 af Total Runoff Area = 2.270 ac Runoff Volume = 0.082 af Average Runoff Depth = 0.43" 86.78% Pervious = 1.970 ac 13.22% Impervious = 0.300 ac MSE 24-hr 3 Rainfall=2.84"2-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment EXIST: Runoff = 0.88 cfs @ 12.38 hrs, Volume= 0.082 af, Depth> 0.43" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=2.84" Area (ac) CN Description 0.300 98 Paved parking, HSG B 1.560 61 >75% Grass cover, Good, HSG B 0.410 60 Woods, Fair, HSG B 2.270 66 Weighted Average 1.970 86.78% Pervious Area 0.300 13.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.5 230 0.0440 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" EXIST Routing Diagram for 10-Year Existing Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 10-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.560 61 >75% Grass cover, Good, HSG B (EXIST) 0.300 98 Paved parking, HSG B (EXIST) 0.410 60 Woods, Fair, HSG B (EXIST) 2.270 66 TOTAL AREA 10-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.270 HSG B EXIST 0.000 HSG C 0.000 HSG D 0.000 Other 2.270 TOTAL AREA 10-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.560 0.000 0.000 0.000 1.560 >75% Grass cover, Good EXIST 0.000 0.300 0.000 0.000 0.000 0.300 Paved parking EXIST 0.000 0.410 0.000 0.000 0.000 0.410 Woods, Fair EXIST 0.000 2.270 0.000 0.000 0.000 2.270 TOTAL AREA MSE 24-hr 3 Rainfall=4.22"10-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.270 ac 13.22% Impervious Runoff Depth>1.14"Subcatchment EXIST: Flow Length=230' Slope=0.0440 '/' Tc=21.5 min CN=66 Runoff=2.77 cfs 0.216 af Total Runoff Area = 2.270 ac Runoff Volume = 0.216 af Average Runoff Depth = 1.14" 86.78% Pervious = 1.970 ac 13.22% Impervious = 0.300 ac MSE 24-hr 3 Rainfall=4.22"10-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment EXIST: Runoff = 2.77 cfs @ 12.34 hrs, Volume= 0.216 af, Depth> 1.14" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=4.22" Area (ac) CN Description 0.300 98 Paved parking, HSG B 1.560 61 >75% Grass cover, Good, HSG B 0.410 60 Woods, Fair, HSG B 2.270 66 Weighted Average 1.970 86.78% Pervious Area 0.300 13.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.5 230 0.0440 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" EXIST Routing Diagram for 100-Year Existing Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 100-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.560 61 >75% Grass cover, Good, HSG B (EXIST) 0.300 98 Paved parking, HSG B (EXIST) 0.410 60 Woods, Fair, HSG B (EXIST) 2.270 66 TOTAL AREA 100-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.270 HSG B EXIST 0.000 HSG C 0.000 HSG D 0.000 Other 2.270 TOTAL AREA 100-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.560 0.000 0.000 0.000 1.560 >75% Grass cover, Good EXIST 0.000 0.300 0.000 0.000 0.000 0.300 Paved parking EXIST 0.000 0.410 0.000 0.000 0.000 0.410 Woods, Fair EXIST 0.000 2.270 0.000 0.000 0.000 2.270 TOTAL AREA MSE 24-hr 3 Rainfall=6.87"100-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=2.270 ac 13.22% Impervious Runoff Depth>2.95"Subcatchment EXIST: Flow Length=230' Slope=0.0440 '/' Tc=21.5 min CN=66 Runoff=7.52 cfs 0.557 af Total Runoff Area = 2.270 ac Runoff Volume = 0.557 af Average Runoff Depth = 2.95" 86.78% Pervious = 1.970 ac 13.22% Impervious = 0.300 ac MSE 24-hr 3 Rainfall=6.87"100-Year Existing Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment EXIST: Runoff = 7.52 cfs @ 12.32 hrs, Volume= 0.557 af, Depth> 2.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=6.87" Area (ac) CN Description 0.300 98 Paved parking, HSG B 1.560 61 >75% Grass cover, Good, HSG B 0.410 60 Woods, Fair, HSG B 2.270 66 Weighted Average 1.970 86.78% Pervious Area 0.300 13.22% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.5 230 0.0440 0.18 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" DA1DA2 DA3 DRAINS OFFSITE IB1IB2 Routing Diagram for 2-Year Proposed Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.170 61 >75% Grass cover, Good, HSG B (DA1, DA2, DA3) 1.040 98 Paved parking, HSG B (DA1, DA2, DA3) 0.050 60 Woods, Fair, HSG B (DA3) 2.260 78 TOTAL AREA 2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.260 HSG B DA1, DA2, DA3 0.000 HSG C 0.000 HSG D 0.000 Other 2.260 TOTAL AREA 2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.170 0.000 0.000 0.000 1.170 >75% Grass cover, Good DA1, DA2, DA3 0.000 1.040 0.000 0.000 0.000 1.040 Paved parking DA1, DA2, DA3 0.000 0.050 0.000 0.000 0.000 0.050 Woods, Fair DA3 0.000 2.260 0.000 0.000 0.000 2.260 TOTAL AREA 2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 IB1 956.50 951.43 46.0 0.1102 0.013 12.0 0.0 0.0 2 IB2 951.50 951.43 14.0 0.0050 0.013 12.0 0.0 0.0 MSE 24-hr 3 Rainfall=2.84"2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.860 ac 77.91% Impervious Runoff Depth>1.77"Subcatchment DA1: Flow Length=100' Tc=4.0 min CN=90 Runoff=3.00 cfs 0.127 af Runoff Area=0.550 ac 41.82% Impervious Runoff Depth>0.86"Subcatchment DA2: Flow Length=100' Slope=0.0200 '/' Tc=0.8 min CN=76 Runoff=1.03 cfs 0.039 af Runoff Area=0.850 ac 16.47% Impervious Runoff Depth>0.47"Subcatchment DA3: DRAINS OFFSITE Flow Length=60' Slope=0.0750 '/' Tc=5.9 min CN=67 Runoff=0.68 cfs 0.033 af Peak Elev=956.87' Storage=0.079 af Inflow=3.00 cfs 0.127 afPond IB1: Discarded=0.04 cfs 0.029 af Primary=0.19 cfs 0.038 af Outflow=0.23 cfs 0.068 af Peak Elev=951.68' Storage=0.021 af Inflow=1.03 cfs 0.039 afPond IB2: Discarded=0.02 cfs 0.011 af Primary=0.08 cfs 0.012 af Outflow=0.10 cfs 0.023 af Total Runoff Area = 2.260 ac Runoff Volume = 0.200 af Average Runoff Depth = 1.06" 53.98% Pervious = 1.220 ac 46.02% Impervious = 1.040 ac MSE 24-hr 3 Rainfall=2.84"2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 7HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment DA1: Runoff = 3.00 cfs @ 12.10 hrs, Volume= 0.127 af, Depth> 1.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=2.84" Area (ac) CN Description 0.670 98 Paved parking, HSG B 0.190 61 >75% Grass cover, Good, HSG B 0.860 90 Weighted Average 0.190 22.09% Pervious Area 0.670 77.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.8 15 0.0300 0.09 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 85 0.0160 1.15 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 4.0 100 Total Summary for Subcatchment DA2: Runoff = 1.03 cfs @ 12.07 hrs, Volume= 0.039 af, Depth> 0.86" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=2.84" Area (ac) CN Description 0.230 98 Paved parking, HSG B 0.320 61 >75% Grass cover, Good, HSG B 0.550 76 Weighted Average 0.320 58.18% Pervious Area 0.230 41.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 100 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps Summary for Subcatchment DA3: DRAINS OFFSITE Runoff = 0.68 cfs @ 12.15 hrs, Volume= 0.033 af, Depth> 0.47" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=2.84" MSE 24-hr 3 Rainfall=2.84"2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 8HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area (ac) CN Description 0.140 98 Paved parking, HSG B 0.660 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.850 67 Weighted Average 0.710 83.53% Pervious Area 0.140 16.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 60 0.0750 0.17 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Pond IB1: Inflow Area = 0.860 ac, 77.91% Impervious, Inflow Depth > 1.77" Inflow = 3.00 cfs @ 12.10 hrs, Volume= 0.127 af Outflow = 0.23 cfs @ 12.86 hrs, Volume= 0.068 af, Atten= 92%, Lag= 45.2 min Discarded = 0.04 cfs @ 12.86 hrs, Volume= 0.029 af Primary = 0.19 cfs @ 12.86 hrs, Volume= 0.038 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 956.87' @ 12.86 hrs Surf.Area= 0.055 ac Storage= 0.079 af Plug-Flow detention time= 163.8 min calculated for 0.068 af (53% of inflow) Center-of-Mass det. time= 103.6 min ( 874.5 - 770.9 ) Volume Invert Avail.Storage Storage Description #1 954.50' 2.486 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 954.50 0.013 0.000 0.000 955.00 0.021 0.008 0.008 956.00 0.038 0.029 0.038 957.00 0.058 0.048 0.086 958.00 0.081 0.069 0.155 959.00 0.106 0.093 0.249 980.00 0.107 2.236 2.486 Device Routing Invert Outlet Devices #1 Primary 956.50'12.0" Round Culvert L= 46.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 956.50' / 951.43' S= 0.1102 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 956.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 957.80'0.5' long x 1.20' rise Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.2' Crest Height #4 Discarded 954.50'0.800 in/hr Exfiltration over Surface area MSE 24-hr 3 Rainfall=2.84"2-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 9HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.04 cfs @ 12.86 hrs HW=956.87' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.19 cfs @ 12.86 hrs HW=956.87' (Free Discharge) 1=Culvert (Passes 0.19 cfs of 0.56 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.19 cfs @ 2.19 fps) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond IB2: Inflow Area = 0.550 ac, 41.82% Impervious, Inflow Depth > 0.86" Inflow = 1.03 cfs @ 12.07 hrs, Volume= 0.039 af Outflow = 0.10 cfs @ 12.78 hrs, Volume= 0.023 af, Atten= 91%, Lag= 42.7 min Discarded = 0.02 cfs @ 12.78 hrs, Volume= 0.011 af Primary = 0.08 cfs @ 12.78 hrs, Volume= 0.012 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 951.68' @ 12.78 hrs Surf.Area= 0.021 ac Storage= 0.021 af Plug-Flow detention time= 158.1 min calculated for 0.023 af (58% of inflow) Center-of-Mass det. time= 86.9 min ( 884.7 - 797.9 ) Volume Invert Avail.Storage Storage Description #1 950.00' 1.062 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 950.00 0.005 0.000 0.000 951.00 0.013 0.009 0.009 952.00 0.025 0.019 0.028 953.00 0.040 0.032 0.061 954.00 0.059 0.050 0.110 970.00 0.060 0.952 1.062 Device Routing Invert Outlet Devices #1 Primary 951.50'12.0" Round Culvert L= 14.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.50' / 951.43' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 951.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Discarded 950.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 12.78 hrs HW=951.68' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.07 cfs @ 12.78 hrs HW=951.68' (Free Discharge) 1=Culvert (Passes 0.07 cfs of 0.10 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.07 cfs @ 1.46 fps) DA1DA2 DA3 DRAINS OFFSITE IB1IB2 Routing Diagram for 10-Year Proposed Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.170 61 >75% Grass cover, Good, HSG B (DA1, DA2, DA3) 1.040 98 Paved parking, HSG B (DA1, DA2, DA3) 0.050 60 Woods, Fair, HSG B (DA3) 2.260 78 TOTAL AREA 10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.260 HSG B DA1, DA2, DA3 0.000 HSG C 0.000 HSG D 0.000 Other 2.260 TOTAL AREA 10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.170 0.000 0.000 0.000 1.170 >75% Grass cover, Good DA1, DA2, DA3 0.000 1.040 0.000 0.000 0.000 1.040 Paved parking DA1, DA2, DA3 0.000 0.050 0.000 0.000 0.000 0.050 Woods, Fair DA3 0.000 2.260 0.000 0.000 0.000 2.260 TOTAL AREA 10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 IB1 956.50 951.43 46.0 0.1102 0.013 12.0 0.0 0.0 2 IB2 951.50 951.43 14.0 0.0050 0.013 12.0 0.0 0.0 MSE 24-hr 3 Rainfall=4.22"10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.860 ac 77.91% Impervious Runoff Depth>3.02"Subcatchment DA1: Flow Length=100' Tc=4.0 min CN=90 Runoff=4.96 cfs 0.217 af Runoff Area=0.550 ac 41.82% Impervious Runoff Depth>1.82"Subcatchment DA2: Flow Length=100' Slope=0.0200 '/' Tc=0.8 min CN=76 Runoff=2.19 cfs 0.084 af Runoff Area=0.850 ac 16.47% Impervious Runoff Depth>1.21"Subcatchment DA3: DRAINS OFFSITE Flow Length=60' Slope=0.0750 '/' Tc=5.9 min CN=67 Runoff=1.93 cfs 0.086 af Peak Elev=957.67' Storage=0.130 af Inflow=4.96 cfs 0.217 afPond IB1: Discarded=0.06 cfs 0.035 af Primary=0.42 cfs 0.119 af Outflow=0.48 cfs 0.155 af Peak Elev=952.37' Storage=0.038 af Inflow=2.19 cfs 0.084 afPond IB2: Discarded=0.02 cfs 0.012 af Primary=0.35 cfs 0.054 af Outflow=0.38 cfs 0.066 af Total Runoff Area = 2.260 ac Runoff Volume = 0.386 af Average Runoff Depth = 2.05" 53.98% Pervious = 1.220 ac 46.02% Impervious = 1.040 ac MSE 24-hr 3 Rainfall=4.22"10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 7HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment DA1: Runoff = 4.96 cfs @ 12.10 hrs, Volume= 0.217 af, Depth> 3.02" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=4.22" Area (ac) CN Description 0.670 98 Paved parking, HSG B 0.190 61 >75% Grass cover, Good, HSG B 0.860 90 Weighted Average 0.190 22.09% Pervious Area 0.670 77.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.8 15 0.0300 0.09 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 85 0.0160 1.15 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 4.0 100 Total Summary for Subcatchment DA2: Runoff = 2.19 cfs @ 12.06 hrs, Volume= 0.084 af, Depth> 1.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=4.22" Area (ac) CN Description 0.230 98 Paved parking, HSG B 0.320 61 >75% Grass cover, Good, HSG B 0.550 76 Weighted Average 0.320 58.18% Pervious Area 0.230 41.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 100 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps Summary for Subcatchment DA3: DRAINS OFFSITE Runoff = 1.93 cfs @ 12.14 hrs, Volume= 0.086 af, Depth> 1.21" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=4.22" MSE 24-hr 3 Rainfall=4.22"10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 8HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area (ac) CN Description 0.140 98 Paved parking, HSG B 0.660 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.850 67 Weighted Average 0.710 83.53% Pervious Area 0.140 16.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 60 0.0750 0.17 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Pond IB1: Inflow Area = 0.860 ac, 77.91% Impervious, Inflow Depth > 3.02" Inflow = 4.96 cfs @ 12.10 hrs, Volume= 0.217 af Outflow = 0.48 cfs @ 12.59 hrs, Volume= 0.155 af, Atten= 90%, Lag= 29.2 min Discarded = 0.06 cfs @ 12.59 hrs, Volume= 0.035 af Primary = 0.42 cfs @ 12.59 hrs, Volume= 0.119 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 957.67' @ 12.59 hrs Surf.Area= 0.073 ac Storage= 0.130 af Plug-Flow detention time= 151.8 min calculated for 0.154 af (71% of inflow) Center-of-Mass det. time= 101.5 min ( 863.2 - 761.7 ) Volume Invert Avail.Storage Storage Description #1 954.50' 2.486 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 954.50 0.013 0.000 0.000 955.00 0.021 0.008 0.008 956.00 0.038 0.029 0.038 957.00 0.058 0.048 0.086 958.00 0.081 0.069 0.155 959.00 0.106 0.093 0.249 980.00 0.107 2.236 2.486 Device Routing Invert Outlet Devices #1 Primary 956.50'12.0" Round Culvert L= 46.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 956.50' / 951.43' S= 0.1102 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 956.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 957.80'0.5' long x 1.20' rise Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.2' Crest Height #4 Discarded 954.50'0.800 in/hr Exfiltration over Surface area MSE 24-hr 3 Rainfall=4.22"10-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 9HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.06 cfs @ 12.59 hrs HW=957.67' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.42 cfs @ 12.59 hrs HW=957.67' (Free Discharge) 1=Culvert (Passes 0.42 cfs of 3.10 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.42 cfs @ 4.83 fps) 3=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Pond IB2: Inflow Area = 0.550 ac, 41.82% Impervious, Inflow Depth > 1.82" Inflow = 2.19 cfs @ 12.06 hrs, Volume= 0.084 af Outflow = 0.38 cfs @ 12.37 hrs, Volume= 0.066 af, Atten= 83%, Lag= 18.6 min Discarded = 0.02 cfs @ 12.37 hrs, Volume= 0.012 af Primary = 0.35 cfs @ 12.37 hrs, Volume= 0.054 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 952.37' @ 12.37 hrs Surf.Area= 0.031 ac Storage= 0.038 af Plug-Flow detention time= 99.8 min calculated for 0.066 af (79% of inflow) Center-of-Mass det. time= 49.4 min ( 834.5 - 785.1 ) Volume Invert Avail.Storage Storage Description #1 950.00' 1.062 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 950.00 0.005 0.000 0.000 951.00 0.013 0.009 0.009 952.00 0.025 0.019 0.028 953.00 0.040 0.032 0.061 954.00 0.059 0.050 0.110 970.00 0.060 0.952 1.062 Device Routing Invert Outlet Devices #1 Primary 951.50'12.0" Round Culvert L= 14.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.50' / 951.43' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 951.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Discarded 950.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.02 cfs @ 12.37 hrs HW=952.37' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.02 cfs) Primary OutFlow Max=0.35 cfs @ 12.37 hrs HW=952.37' (Free Discharge) 1=Culvert (Passes 0.35 cfs of 1.70 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.35 cfs @ 4.03 fps) DA1DA2 DA3 DRAINS OFFSITE IB1IB2 Routing Diagram for 100-Year Proposed Prepared by Schultz Engineering and Site Design, Printed 11/14/2016 HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Subcat Reach Pond Link 100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 2HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 1.170 61 >75% Grass cover, Good, HSG B (DA1, DA2, DA3) 1.040 98 Paved parking, HSG B (DA1, DA2, DA3) 0.050 60 Woods, Fair, HSG B (DA3) 2.260 78 TOTAL AREA 100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 3HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 2.260 HSG B DA1, DA2, DA3 0.000 HSG C 0.000 HSG D 0.000 Other 2.260 TOTAL AREA 100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 4HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 1.170 0.000 0.000 0.000 1.170 >75% Grass cover, Good DA1, DA2, DA3 0.000 1.040 0.000 0.000 0.000 1.040 Paved parking DA1, DA2, DA3 0.000 0.050 0.000 0.000 0.000 0.050 Woods, Fair DA3 0.000 2.260 0.000 0.000 0.000 2.260 TOTAL AREA 100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 5HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 IB1 956.50 951.43 46.0 0.1102 0.013 12.0 0.0 0.0 2 IB2 951.50 951.43 14.0 0.0050 0.013 12.0 0.0 0.0 MSE 24-hr 3 Rainfall=6.87"100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 6HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.860 ac 77.91% Impervious Runoff Depth>5.52"Subcatchment DA1: Flow Length=100' Tc=4.0 min CN=90 Runoff=8.69 cfs 0.395 af Runoff Area=0.550 ac 41.82% Impervious Runoff Depth>3.98"Subcatchment DA2: Flow Length=100' Slope=0.0200 '/' Tc=0.8 min CN=76 Runoff=4.66 cfs 0.183 af Runoff Area=0.850 ac 16.47% Impervious Runoff Depth>3.06"Subcatchment DA3: DRAINS OFFSITE Flow Length=60' Slope=0.0750 '/' Tc=5.9 min CN=67 Runoff=4.91 cfs 0.217 af Peak Elev=958.69' Storage=0.218 af Inflow=8.69 cfs 0.395 afPond IB1: Discarded=0.08 cfs 0.045 af Primary=1.56 cfs 0.286 af Outflow=1.64 cfs 0.331 af Peak Elev=953.66' Storage=0.091 af Inflow=4.66 cfs 0.183 afPond IB2: Discarded=0.04 cfs 0.017 af Primary=0.59 cfs 0.147 af Outflow=0.63 cfs 0.164 af Total Runoff Area = 2.260 ac Runoff Volume = 0.795 af Average Runoff Depth = 4.22" 53.98% Pervious = 1.220 ac 46.02% Impervious = 1.040 ac MSE 24-hr 3 Rainfall=6.87"100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 7HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Summary for Subcatchment DA1: Runoff = 8.69 cfs @ 12.10 hrs, Volume= 0.395 af, Depth> 5.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=6.87" Area (ac) CN Description 0.670 98 Paved parking, HSG B 0.190 61 >75% Grass cover, Good, HSG B 0.860 90 Weighted Average 0.190 22.09% Pervious Area 0.670 77.91% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.8 15 0.0300 0.09 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" 1.2 85 0.0160 1.15 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 4.0 100 Total Summary for Subcatchment DA2: Runoff = 4.66 cfs @ 12.06 hrs, Volume= 0.183 af, Depth> 3.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=6.87" Area (ac) CN Description 0.230 98 Paved parking, HSG B 0.320 61 >75% Grass cover, Good, HSG B 0.550 76 Weighted Average 0.320 58.18% Pervious Area 0.230 41.82% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 0.8 100 0.0200 2.12 Shallow Concentrated Flow, Grassed Waterway Kv= 15.0 fps Summary for Subcatchment DA3: DRAINS OFFSITE Runoff = 4.91 cfs @ 12.13 hrs, Volume= 0.217 af, Depth> 3.06" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs MSE 24-hr 3 Rainfall=6.87" MSE 24-hr 3 Rainfall=6.87"100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 8HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Area (ac) CN Description 0.140 98 Paved parking, HSG B 0.660 61 >75% Grass cover, Good, HSG B 0.050 60 Woods, Fair, HSG B 0.850 67 Weighted Average 0.710 83.53% Pervious Area 0.140 16.47% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.9 60 0.0750 0.17 Sheet Flow, Grass: Dense n= 0.240 P2= 2.84" Summary for Pond IB1: Inflow Area = 0.860 ac, 77.91% Impervious, Inflow Depth > 5.52" Inflow = 8.69 cfs @ 12.10 hrs, Volume= 0.395 af Outflow = 1.64 cfs @ 12.37 hrs, Volume= 0.331 af, Atten= 81%, Lag= 16.1 min Discarded = 0.08 cfs @ 12.37 hrs, Volume= 0.045 af Primary = 1.56 cfs @ 12.37 hrs, Volume= 0.286 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 958.69' @ 12.37 hrs Surf.Area= 0.098 ac Storage= 0.218 af Plug-Flow detention time= 134.6 min calculated for 0.331 af (84% of inflow) Center-of-Mass det. time= 94.2 min ( 845.3 - 751.2 ) Volume Invert Avail.Storage Storage Description #1 954.50' 2.486 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 954.50 0.013 0.000 0.000 955.00 0.021 0.008 0.008 956.00 0.038 0.029 0.038 957.00 0.058 0.048 0.086 958.00 0.081 0.069 0.155 959.00 0.106 0.093 0.249 980.00 0.107 2.236 2.486 Device Routing Invert Outlet Devices #1 Primary 956.50'12.0" Round Culvert L= 46.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 956.50' / 951.43' S= 0.1102 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 956.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 957.80'0.5' long x 1.20' rise Sharp-Crested Rectangular Weir 2 End Contraction(s) 1.2' Crest Height #4 Discarded 954.50'0.800 in/hr Exfiltration over Surface area MSE 24-hr 3 Rainfall=6.87"100-Year Proposed Printed 11/14/2016Prepared by Schultz Engineering and Site Design Page 9HydroCAD® 10.00-18 s/n 06266 © 2016 HydroCAD Software Solutions LLC Discarded OutFlow Max=0.08 cfs @ 12.37 hrs HW=958.69' (Free Discharge) 4=Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max=1.56 cfs @ 12.37 hrs HW=958.69' (Free Discharge) 1=Culvert (Passes 1.56 cfs of 4.92 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.60 cfs @ 6.85 fps) 3=Sharp-Crested Rectangular Weir (Weir Controls 0.97 cfs @ 3.37 fps) Summary for Pond IB2: Inflow Area = 0.550 ac, 41.82% Impervious, Inflow Depth > 3.98" Inflow = 4.66 cfs @ 12.06 hrs, Volume= 0.183 af Outflow = 0.63 cfs @ 12.43 hrs, Volume= 0.164 af, Atten= 86%, Lag= 22.2 min Discarded = 0.04 cfs @ 12.43 hrs, Volume= 0.017 af Primary = 0.59 cfs @ 12.43 hrs, Volume= 0.147 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 953.66' @ 12.43 hrs Surf.Area= 0.052 ac Storage= 0.091 af Plug-Flow detention time= 94.6 min calculated for 0.163 af (89% of inflow) Center-of-Mass det. time= 63.1 min ( 835.3 - 772.2 ) Volume Invert Avail.Storage Storage Description #1 950.00' 1.062 af Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 950.00 0.005 0.000 0.000 951.00 0.013 0.009 0.009 952.00 0.025 0.019 0.028 953.00 0.040 0.032 0.061 954.00 0.059 0.050 0.110 970.00 0.060 0.952 1.062 Device Routing Invert Outlet Devices #1 Primary 951.50'12.0" Round Culvert L= 14.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 951.50' / 951.43' S= 0.0050 '/' Cc= 0.900 n= 0.013, Flow Area= 0.79 sf #2 Device 1 951.50'4.0" Vert. Orifice/Grate C= 0.600 #3 Discarded 950.00'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.04 cfs @ 12.43 hrs HW=953.66' (Free Discharge) 3=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.59 cfs @ 12.43 hrs HW=953.66' (Free Discharge) 1=Culvert (Passes 0.59 cfs of 4.87 cfs potential flow) 2=Orifice/Grate (Orifice Controls 0.59 cfs @ 6.79 fps) CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure Page 318 City of Monticello Zoning Ordinance (c) Interim Permitted Uses = I An “I” indicates that a use may be permitted for a brief period of time provided certain conditions are met, and a specific event or date can be established for discontinuance of the use. Inability of the City ]o establish conditions to adequately control anticipated impacts is justification for denial of an interim permitted use. Interim Permitted Uses may also be subject to special regulations as referenced in the “Additional Requirements” column. (d) Prohibited Uses = Shaded Cells A shaded cell indicates that the listed use is prohibited in the respective base zoning district. (e) Unlisted Uses If an application is submitted for a use that is not listed in Table 5-1, the Community Development Department is authorized to classify the new or unlisted use into an existing Use Type that most closely fits the new or unlisted use. If no similar use determination can be made, the use will be considered prohibited in which case an amendment to the ordinance text would need to be initiated to clarify if, where, and how a proposed use could be established. TABLE 5-1: USES BY DISTRICT Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Base Zoning Districts Additional Requirements A O R A R 1 R 2 T N R 3 R 4 M H B 1 B 2 B 3 B 4 C C D I B C I 1 I 2 Agricultural Uses Agriculture P P P P P P P P P P P P *SEE TABLE 5-1A P P P 5.2(B)(1) Agricultural Sales P 5.2(B)(2) Community Gardens P P P P P P P P P 5.2(B)(3) Stables C 5.2(B)(4) CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure City of Monticello Zoning Ordinance Page 319 TABLE 5-1: USES BY DISTRICT (cont.) Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Base Zoning Districts Additional Requirements A O R A R 1 R 2 T N R 3 R 4 M H B 1 B 2 B 3 B 4 C C D I B C I 1 I 2 Residential Uses 5.2(C)(1) Attached Dwelling Types 5.2(C)(2)(a) - Duplex P C *SEE TABLE 5-1A 5.2(C)(2)(b) - Townhouse C P 5.2(C)(2)(c) - Multiple-Family C P C C 5.2(C)(2)(d) Detached Dwelling P P P P P P None Group Residential Facility, Single Family P P P P P 5.2(C)(3) Group Residential Facility, Multi-Family C C C 5.2(C)(3) Mobile & Manufactured Home / Home Park C C C P C 5.2(C)(4) Civic & Institutional Uses Active Park Facilities (public) P P P P P P P P P P P P *SEE TABLE 5-1A P P P None Active Park Facilities (private) P P P P P P P 5.2(D)(1) Assisted Living Facilities C P C 5.2(D)(2) Cemeteries C C C C C C C 5.2(D)(3) Clinics/Medical Services C P P C None Essential Services P P P P P P P P P P P P P P P None Hospitals C P P C 5.2(D)(4) Nursing/Convalescent Home C C C C C C C C C P P 5.2(D)(5) Passenger Terminal C C C C None Passive Parks and Open Space P P P P P P P P P P P P P P P None Place of Public Assembly C C C C C P C 5.2(D)(6) Public Buildings or Uses C C C C C C C P C C P P C P P 5.2(D)(7) Schools, K-12 C C C C C C I I 5.2(D)(8) Schools, Higher Education C None Utilities (major) C C C 5.2(D)(9) Office Uses Offices P P C P * P P P 5.2(E) CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure Page 320 City of Monticello Zoning Ordinance TABLE 5-1: USES BY DISTRICT (cont.) Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Base Zoning Districts Additional Requirements A O R A R 1 R 2 T N R 3 R 4 M H B 1 B 2 B 3 B 4 C C D I B C I 1 I 2 Commercial Uses Adult Uses *SEE TABLE 5-1A P P 3.7(K) Auction House C 5.2(F)(2) Auto Repair – Minor C C P P 5.2(F)(3) Automotive Wash Facilities P C 5.2(F)(4) Bed & Breakfasts C C C C C 5.2(F)(5) Boarding House C 5.2(F)(6) Brew Pub P P 5.2(F)(7) Business Support Services P P P P P None Commercial Lodging C P P 5.2(F)(8) Communications/Broadcasting P P P P 5.2(F)(9) Convenience Retail C P P P 5.2(F)(10) Country Club C 5.2(F)(11) Day Care Centers C C P P C 5.2(F)(12) Entertainment/Recreation, Indoor Commercial P P C C C 5.2(F)(13) Entertainment/Recreation, Outdoor Commercial C C C C 5.2(F)(14) Financial Institution P C P 5.2(F)(15) Funeral Services P P 5.2(F)(16) Kennels (commercial) C 5.2(F)(17) Landscaping / Nursery Business P 5.2(F)(18) Personal Services C P P P P P 5.2(F)(22) Production Brewery or Micro-Distillery without Taproom P P 5.2(G)(10) Production Brewery or Micro-Distillery with Taproom or Cocktail Room C C C C C 5.2(F)(24) 5.2(G)(11) Recreational Vehicle Camp Site C C 5.2(F)(25) Repair Establishment C P P 5.2(F)(26) Restaurants C P P 5.2(F)(27) Retail Commercial Uses (other) P P P 5.2(F)(28) Specialty Eating Establishments C P P P 5.2(F)(29) CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure City of Monticello Zoning Ordinance Page 321 TABLE 5-1: USES BY DISTRICT (cont.) Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Base Zoning Districts Additional Requirements A O R A R 1 R 2 T N R 3 R 4 M H B 1 B 2 B 3 B 4 C C D I B C I 1 I 2 Vehicle Fuel Sales C C C SEE TABLE 5-1A 5.2(F)(30) Vehicle Sales and Rental C C 5.2(F)(31) Veterinary Facilities (Rural) C 5.2(F)(32) Veterinary Facilities (Neighborhood) C C C 5.2(F)(32) Wholesale Sales P P P None Industrial Uses Auto Repair – Major C *SEE TABLE 5-1A P P 5.2(G)(1) Bulk Fuel Sales and Storage P P 5.2(G)(2) Contractor's Yard, Temporary I I I 5.2(G)(3) Extraction of Materials I I I 5.2(G)(4) General Warehousing C C P P 5.2(G)(5) Heavy Manufacturing C 5.2(G)(6) Industrial Services C P None Land Reclamation C C C C C C C C C C C C C C C 5.2(G)(7) Light Manufacturing P P P 5.2(G)(8) Machinery/Truck Repair & Sales P P 5.2(G)(9) Recycling and Salvage Center C C 5.2(G)(10) Self-Storage Facilities P C P 5.2(G)(11) Truck or Freight Terminal C P P 5.2(G)(12) Waste Disposal & Incineration C 5.2(G)(13) Wrecker Services C P 5.2(G)(14) TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Sub-Districts Exceptions Additional Requirements F-1 F-2 F-3 L Brew Pub P P P P none 5.2(F)(7) Commercial Day Care C C C C none 5.2(F)(12) Commercial Lodging P P C none 5.2(F)(8) CHAPTER 5: USE STANDARDS Section 5.1 Use Table Subsection (A) Explanation of Use Table Structure Page 322 City of Monticello Zoning Ordinance TABLE 5-1A: CENTRAL COMMUNITY DISTRICT (CCD) USES Use Types “P” = Permitted “C” = Conditionally Permitted “I” = Interim Permitted Sub-Districts Exceptions Additional Requirements F-1 F-2 F-3 L Commercial Offices – Principal C P P C L-2: NA first floor, CUP upper floors 5.2(F)(20) Commercial Recreation: Indoor P P C C none 5.2(F)(13) Commercial Recreation: Outdoor C C none 5.2(F)(14) Convenience Retail C P* C C *F-2 Drive Through by CUP 5.2(F)(10) Funeral Services C C none 5.2(F)(16) Medical / Clinical Services C P P P L-2: NA first floor, CUP upper floors 5.2(F)(19) Personal Services P P P P L-3: CUP 5.2(F)(22) Places of Public Assembly C C C C none 5.2(F)(23) Production Brewery or Micro- Distillery with Taproom or Cocktail Room C C C C none 5.2(F)(24) Professional Office-Services Including Financial Institutions P P P C L-2: NA first floor, CUP upper floors 5.2(F)(15) 5.2(F)(21) Restaurants, Bars < 10,000 SF P P C C none 5.2(F)(27) Restaurants, Bars > 10,000 SF P C C none 5.2(F)(27) Retail Sales < 10,000 SF P P C C none 5.2(F)(28) Retail Sales > 10,000 SF P C C none 5.2(F)(28) Retail with Service P C C L-2: NA first floor, CUP upper floors 5.2(F)(28) Specialty Eating Establishments < 10,000 SF P* P* C* P* *Drive Through by CUP 5.2(F)(29) Vehicle Fuel Sales C C C* L-8 only 5.2(F)(30) Veterinary Facilities C P C C none 5.2(F)(32) Residential – Upper Floors P P P P L-2: NA Residential – Street Level C C L-2: NA Residential – Multiple Family C C L-2: NA Residential – Townhouse C none Residential – Single Family C none Industrial PUD L-3: PUD Only Public Buildings or Uses C C C P none PlanningCommissionAgenda:12/06/16 2C.PublicHearing–ConsiderationofarequestforamendmenttotheMonticello ZoningOrdinance,Chapter5,Section1foramendmenttoregulationsforVehicle SalesandRentalintheB-4(RegionalBusiness)DistrictandChapter5,Section1for regulationsforAccessoryUseAutoRepair–MinorintheB-4(RegionalBusiness District).Applicant:CityofMonticello (AS) PlanningCaseNumber: 2016-048 A. REFERENCE&BACKGROUND Request(s): AmendtheMonticelloZoningOrdinanceasrelatedto allowableprincipalandaccessoryvehicle-relatedusesin theB-3andB-4Districts. DeadlineforDecision: Notapplicable;Cityrequest LandUseDesignation: “PlacestoShop”/Commercial-guidedareas ZoningDesignation: B-3(HighwayBusiness)andB-4(RegionalBusiness) districts Thepurposeofthe“B-3”(HighwayBusiness)districtisto provideforlimitedcommercialandserviceactivitiesandprovide forandlimittheestablishmentofmotorvehicleorientedor dependentcommercialandserviceactivities. Thepurposeofthe“B-4”(RegionalBusiness)districtisto providefortheestablishmentofcommercialandservice activitieswhichdrawfromandservecustomersfromtheentire communityorregion. Overlays/Environmental RegulationsApplicable: N/A CurrentSiteUse: N/A SurroundingLandUses: N/A ProjectDescription/Analysis: ThePlanningCommissionisaskedtoconsideradoptionofaresolutionrecommending amendmentstotheCity’sZoningOrdinanceasitrelatestovehicle-orientedprincipaland accessoryuseswithintheB-3andB-4zoningdistrictsoftheCity. Specifically,theCommissionisaskedtoamendthecodetoremove“VehicleSalesand Rental”asanallowableprincipalusewithintheB-4District,andtoadd“AutoRepair- Minor”asanallowableconditionalaccessoryusewithintheB-4District. 1 PlanningCommissionAgenda:12/06/16 AsPlanningCommissionisaware,theCityre-codifieditszoningordinancein2011. Priortothatre-codification,thecodewasarrangedina“cascading”or“umbrella” format,wherethemajorityofusesallowedasprincipalusesinaB-1Districtwerethen alsoallowedinaB-2District,thenB-3andB-4,andsoon.Thepriorcodesectionsfor theB-3andB-4Districtareattachedforreference. Inthere-codification,thiscascadingofuseswasincorporatedtosomeextent,butwas enhancedbytheinclusionofthetablesandtheseparationofuseregulations.However,it appearsthatthecascadingoflanguagemayhaveledtotheinclusionofalistingfor “VehicleSalesandRental”asaconditionalprincipaluseintheUseTablefortheB-4 District.Inreviewingthepriorcodelanguage,itappearsthatthiswasinerror,asthe priorcodificationoftheordinancedidnotallow“VehicleSalesandRental”asaeither permittedorconditionalprincipalusewithintheB-4District. Thebasisforwhy“VehicleSalesandRental”wasnotintendedtobeallowedwithinthe B-4Districtistwo-fold.First,theseusesaremostappropriatetotheB-3District,where thespecificpurposeofthedistrictistoprovideforandlimitautomobile-orienteduses, leavingmoretraditionalcommercialandretailuseswithintheB-1,B-2andB-4Districts. TheB-4Districtisorientedtoward“shoppingcenter”-retaildevelopments.Secondly,B- 3zoningareasareclusteredgeographicallyatmajorintersectionsorinterchangesof roadswithinthecommunitytobettersupportthevehicular-orientedlanduses. Inreviewingtheabove“VehicleSalesandRental”itemforamendment,itwasalsonoted thatthepriorcodificationoftheordinanceallowed“Motorfuelstation,autorepair- minor,andtireandbatterystoresandservice”asconditionalaccessoryusesintheB-4 District.Inthecoderevision,theseuseswerenotincludedasallowableconditional accessoryusesintheB-4.Staffbelievesthatwasalsoinerror.Inexample,thereare manyprincipaluseretailersorconvenienceretailstoreswhichincludeaccessoryuse vehiclefuelsalesandminorautorepair.TheseincluderetailerssuchasWalmartandthe futureMillsFleetFarm.Asarelatedside-note,theuselistedas“tireandbatterysales andservice”isnowincorporatedwithin“AutoRepair-Minor”.“AutoRepair-Minor”is anallowableconditionalprincipaluseintheB-3Districtandwouldbecomeanallowable conditionalaccessoryuseintheB-4Districtwiththeproposedamendment. Itshouldbenotedthatthepublichearingnoticedidnotincludeareferenceto considerationfor“VehicleFuelSales”asanaccessoryuseintheB-4Districtandas such,thatitemwouldbeforfutureconsideration. TheMonticelloZoningOrdinancestatesthatrecommendationsforamendmentstothe zoningordinanceshouldbebasedonthefollowingcriteria: (a) Whethertheproposedamendmentcorrectsanerrorintheoriginaltextormap;or (b) Whethertheproposedamendmentaddressesneedsarisingfromachangingcondition, trend,orfactaffectingthesubjectpropertyandsurroundingarea. 2 PlanningCommissionAgenda:12/06/16 (c) Whethertheproposedamendmentisconsistentwithachievingthegoalsandobjectives outlinedinthecomprehensiveplan. Basedonareviewofpriorordinances,thezoningmap,andthehistoryofrelatedlanduse applications,staffbelievesthattheordinanceallowing“VehicleSales&Rental”inthe B-4Districtisinerror.Similarly,staffbelievetheomissionof“AutoRepair-Minor”asa conditionalaccessoryuseintheB-4Districtisalsoinerror. PlanningCommissionwillalsonoteforreferenceandcomparisonpurposestheavailable landareaszonedforbothB-3andB-4uses.Thereisasignificantamountofland availableinbothdistricts.Assuch,correctingthiserrorinthecodeisimportantfor futurelanduseguidanceandlandusecompatibility. B.ALTERNATIVEACTIONS: MotiontoadoptResolutionNo.PC-2016-044,aresolutionrecommendingthe 1. amendmentstotheMonticelloZoningOrdinanceforregulationsforVehicleSales andRentalintheB-4(RegionalBusiness)DistrictandChapter5,Section1for regulationsforAccessoryUseAutoRepair–MinorintheB-4(RegionalBusiness District). MotiontodenyadoptionofResolutionNo.PC-2016-044,aresolution 2. recommendingtheamendmentstotheMonticelloZoningOrdinancefor regulationsforVehicleSalesandRentalintheB-4(RegionalBusiness)District andChapter5,Section1forregulationsforAccessoryUseAutoRepair–Minor intheB-4(RegionalBusinessDistrict). 3. Motiontotableforadditionalinformation. C.STAFFRECOMMENDATION: CitystaffsupportsAlternative#1above.Asnoted,staffbelievethattheproposed amendmentscorrectanerrorintheordinancewhichoccurredduringthere-codification ofthezoningordinancein2011.Staffbelievestheproposedamendmentsareappropriate tomaintainconsistencywithcurrentlanduseswithintheB-3andB-4Districtsandthe intentforfuturelandusewithintheCity. D.SUPPORTINGDATA: A. ResolutionNo.PC-2016-044 B. OrdinanceNo.657,Draft C. MonticelloZoningOrdinance,Chapter5,Section1and3,andChapter8,Section4– Definitions,Excerpts D. MonticelloZoningOrdinance,Chapter13and14,priorcodification E. MonticelloZoningMap 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC - 2016 - 044 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE REGULATING VEHICLE SALE & RENTAL AND REPAIR - MINOR IN THE B - 3 AND B - 4 ZONING DISTRICTS. WHEREAS, the City of Monticello is proposing to amend the zoning ordinance relating to the regulation of vehicle - oriented ; and WHEREAS, the proposed amendment will correct an error or omission in the zoning ordinance ; and WHEREAS, the proposed amendments are consistent with the relevant general and condit ional zoning requirements of the B - 3, Highway Business and B - 4, Regional Business zoning district purpose and intent ; and WHEREAS, the Planning Commission held a public hearing to consider the matter at its regular meeting on December 6th, 2016 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has consid ered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed ordinance is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed ordinance amendment will meet the requirements and intent of other sections of the Monticello Zoning Ordinance. 3. The ordinance will not create undue burdens on public systems, including streets and utilities. 4. The proposed ordinance will not create substantial impacts, visual or otherwise, on neighboring land uses or public property . 1 NOW, THEREFORE, BE IT RESOLVED , by the Planning Commission of the City of Monticello, Minnesota that the proposed zoning ordinance amendment is hereby recommended for approval . ADOPTED this 6th day of December , 2016 , by the Planning Commission of the City of Monticello , Minnesota. MONTICELLO PLANNING COMMISSIO N By: _______________________________ Brad Fyle, Chair ATTEST: ______________________________ Angela Schumann, Community Development Director 2 ORDINANCE NO. 657 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO ZONING CODE, CHAPTER 5, SECTION 1 AND SECTION 3 FOR REGUALTIONS RELATING TO VEHICLE - ORIENTED USES IN THE B - 3 AND B - 4 ZONING DISTRICTS. THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA HEREBY ORDAINS: Section 1. Chapter 5, Section 1 Table 5 - 1: Uses by District is hereby amended as follows: - 4 District. Section 2 . Chapter 5, Section 3(C ) Table 5 - 4 Accessory Uses by District is hereby amended as follows: - - 4 District. Section 3 . The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of th is Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations and diagrams that result from such amendments, provided that such changes retain the purpose and i ntent of the Zoning Ordinance as has been adopted. Section 4 . This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall. ADOPTED BY the Monticello City Council this 12th day of December , 2016. CITY OF MONTICELLO __________________________________ Brian Stumpf, Mayor ATTEST: ___________________________________ Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: (c) Interim Permitted Uses = I provided certain conditions are met, and a sp ecific event or date can be established for discontinuance of t he use. Inability of the City ] o establish conditions to adequately control anticipated impacts is justification for denial of an interim permitted use. Interim Permitted Uses may also be sub ject to (d) Prohibited Uses = Shaded Cells A shaded cell indicates that the listed use is prohibited in the respective base zoning district. (e) Unlisted Uses If an application is submitted for a use that is not listed in Table 5 - 1 , the Community Development Department is authorized to classify the new or unlisted use into an existing Use Type that most closely fits the new or unlisted use. If no similar use determination can be made, the u se will be considered prohibited in which case an amendment to the ordinance text would need to be initiated to clarify if, where, and how a proposed use could be established. * (iii) Drive - through facilities shall be located to minimize their exposure to the street. (iv) Accessory structures, including canopies, menu boards, pay windows, and other structures sup porting drive - through functions shall be constructed of materials to match those of the principal building. (v) Site planning shall be designed to emphasize connections to pedestrian facilities. (30) Vehicle Fuel Sales: (a) Regardless of whether the dispensing, sale, or offering for sale of motor fuels and/or oil is incidental to the conduct of the use or business, the standards and requirements imposed by this ordinance for motor fuel stations shall apply. These standards a nd requirements are, however, in addition to other requirements which are imposed for other uses of the property. (b) Wherever fuel pumps are to be installed, pump islands shall be installed. (c) All signing and in formational or visual communication devices shall be Section 4.5: Signs minimized and shall be in compliance with Section 4.5 of this ordinance. (d) Provisions are made to control and reduce noise. (e) If in the CCD District, the following standards shall also apply: (i) The design of the site promotes pedestrian access adjacent to and along the property. (ii) No more than two (2) curb cuts of twenty - four (24) feet in width or less shall be permitted. (iii) Site lighting shall utilize fixtures similar in style to that designated by the City for us . (iv) and design review is conducted by the Planning Commission. (v) The proposed use demonstrates compatibility and consistency with the hensive Plan and th e Downtown Revitalization Plan. (31) Vehicle Sales or Rental (a) The minimum building size for any vehicle sales or rental use shall comply with the standards in Table 5 - 3 . (b) When abutting a residential use, the property shall be screened with an opaque Section 4.1(G): buffer ( Table 4 - 2 Standards for Perimeter Buffers ordinance. (c) All lighting shall be in compliance with Section 4.4 of this ordinance. (d) The outside sales and display area shall be hard surfaced. (e) The outside sales and display area does not utilize parking spaces which are required for conformance with this ordinance. (f) Vehicular access points shall create a minimum of conflic t with through traffic movement and shall be subject to the approval of the Community Development Department. (g) There is a minimum lot area of twenty - two thousand five hundred (22,500) square feet and minimum lot dimensions of one hundred fifty (150) feet by one hundred thirty (130) feet. (h) A drainage system subject to the approval of the Community Development Department shall be installed . (32) Veterinary Facilities (a) Treatment shall be limited to small household pets unless the facility is conditionally permitted as a rural veterinary facility . (b) In the CCD district, a nimals shall only be housed overnight if they are undergoing medical treatment or observation. Overnight boarding for non - medical reasons shall be prohibited. (c) The site shall be designed to prevent animal waste from being exposed to stormwater or entering the stormwater system, streams, lakes, or conveyances. If an area is provided for animals walking, it shall not be exposed to stormwater and the waste shall immediately be picked up and disposed of properly. (3) Table of Permitted Accessory Uses and Structures (D) Additional Specific Standards for Certain Accessory Uses (1) Accessory Dwelling (a) Accessory dwelling units are permitted only on lots with single - family detached dwellings. (b) No more than one accessory dwelling unit per lot is permitted. (c) Detached accessory dwellings shall be architecturally compatible with the principal dwelling. (d) Occupant s of accessory dwelling units are limited to the following: (i) Family members of the person occupying the principal structure. Family members include parents, children, siblings, grandparents, aunts, uncles, and cousins of an occupant of the primary structur e. (ii) Employee of the occupant of the principal structure whose employment is directed to the principal structure and/or the associated land area of the principal structure. (iii) Employee who provides medical and/or personal care services to an occupant of the pri mary structure. (e) Accessory dwelling units shall be positioned in one of the following locations: (i) Within the principal structure (e.g. a lower level apartment); (ii) Attached to the principal building; (iii) Detached and behind the principal structure as a freestanding building or above a detached outbuilding. (d) Temporary outdoor vehicle storage ma y be allowed in an outdoor storage area that is no larger than 25 percent of the buildable area of the lot, is located behind the front building line of the principal structure, and is screened with a wooden fence or masonry wall in accordance with Section 4.3, Fences & Walls. (e) The entire site other than that taken up by a building, structure, or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the Community Development Department. (f) No conditional us e permit shall be granted for an auto repair shop - major located within 300 feet of a residential zone existing at the time the conditional use permit is granted. (8) Automobile Repair -- Minor (a) The use shall be designed to ensure proper functioning of the site as related to vehicle stacking, circulation, and turning movements. (b) Repair of all vehicles shall occur within an enclosed building. Temporary outdoor vehicle storage may be allowed in an outdoor storage area that is no larger than 25 percent of the buildab le area of the lot, is located behind the front building line of the principal structure, and is screened with a wooden fence or masonry wall in accordance with Section 4.3, Fences & Walls. (c) Vehicles not being repaired but used as a source of parts shall be prohibited unless fully enclosed within a building or fully screened in accordance with (b) above. (d) Vehicles that are repaired and are awaiting removal shall not be stored or parked for more than 30 consecutive days. In cases where a vehicle is abandoned b y its lawful owner before or during the repair process, the vehicle may remain on site as long as is necessary after the 30 day period, provided the owner or operator of the establishment demonstrates steps have been taken to remove the vehicle from the pr emises using the appropriate legal means. (9) Boarders (a) Within the A - O zoning district, the boarding or renting of rooms shall be limited to two (2) persons per dwelling unit . (b) Within the R - 1 zoning district, the boarding or renting of rooms shall be limited to one (1) person per dwelling unit . (2) General Lot Requirements (a) Erection of More Than One Principal Structure on a Platted Lot Whenever any land is subdivided, a building permit for the construction of a building or other principal structure (excluding buildings under common ownership or unified control) s hall not be issued unless the land is subdivided in accordance with the procedures and standards of this Ordinance. (b) Lots Divided By Zoning District Lines Whenever a single lot is located within two or more different zoning districts, each portion of that lot shall be subject to all the regulations applicable to the district in which it is located. (3) Required Yards (a) Definitions/Measurement (i) Accessory Structure Yard The minimum yard requirement between a lot line and an allowable accessory structure. Accessory s tructures may not be placed within front yards or corner side yards. (ii) Building Line (see Figure 8 - 3) A line formed by the face of a building which is used to establish the yards around a building or structure. (iii) Build - to Line A line with which the majority of an exterior wall of a building is required to coincide. (iv) Right - of - Way (ROW) VEHICLE FUEL SALES: Buildings and premises where gasoline, oils and greases, batteries, tires and automobile accessories may be supplied and dispensed at retail (or in connection with a private operation where the general public is excluded from use of facilities), and where in addition, the following services may be rendered and sales made, and no other: Sales of cold drinks, packaged foods, tobacco, and similar con venience goods for filling station customers, as accessory and incidental to principal operation; Provision of road maps and other informational material to customers; and P rovision of restroom facilities, but not including showers. Uses permissible at a v parts, painting, welding, storage of automobiles not in operating condition, or other work involv ing noise, glare, fumes, smoke or other characteristics to an extent greater than normally found in filling stations. Vehicle fuel sales establishments are intended for the servicing and delivery of goods to passenger vehicles and small commercial vehicle s. Facilities for sales to large trucks may be included, but shall not include activities that would constitute uses most commonly found at a truck stop, such as showers, truck washes, truck parking or truck storage for more than temporary periods necessa ry to purchase and pay for retail goods. VEHICLE SALES OR RENTAL: Establishments primarily engaged in the retail sale of new and used in operating condition automobiles, noncommercial trucks, motor homes , recreational vehicles or farm machinery ; includin g incidental storage, maintenance, and servicing. VEHICULAR USE AREA LANDSCAPING, INTERIOR: Vegetative material, structures (walls or fences), berms, and associated ground cover located within the interior of a parking lot, or other vehicular use area f or the purposes of providing visual relief and heat abatement. [See Section 4.1(F) ] VEHICULAR USE AREA LANDSCAPING, PERIMETER: Vegetative material, structures (walls or fences), berms, and associated ground cover located around the perimeter of a parking lot, or other vehicular use area when such areas are adjacent to a street right - of - way or land in a residential district or resi dentially developed lands, used property for the purposes of screening the vehicular use area from off - site views. [See Section 4.1(F) ] VETERINARY FACILITIES RURAL: An establishment for licensed practitioners engaged in practicing veterinary medicine, dentistry, or surgery for all animals. County Hwy 75 Chelsea Rd State Hwy 2585th St NE90th St N ELinn StPine St7th St School Blvd Riverview Dr Cedar StW River St Marvi n RdJason Ave Dundas Rd W Broadway St Hart Blvd Country LaHaug Ave NEElm StW 4th St Fenning Ave NEOakwook DrMa llar d La 95th St NE Fallon Ave NEEdmonson Ave NEMississippi Dr 5th St Country Club Rd Sandberg RdPelican LaF a l c o n D r Fenning AveWalnut StOak Ridge DrOriole LaClub View Rd Broadway St Hillcrest Rd E River St Headman La Mi l l Trai l LaFalcon Ave NEWright StBenton StElwood RdRamsey St6th St River Mill Dr Wildwood Way Hilltop Dr Mill Run Rd O a k V ie w L a Farmstead AveMartin Dr 4th St E 3rd St E Red Rock LaGillard Ave NEMaple StFallon DrWillow StView La EGrey Stone AveMarvin Elwood Rd Fieldcrest CirFairway DrJason Ave NEVine StM e a d o w L a Jerry Liefert Dr Praire Rd Starling DrPalm StUnknown or No StreetnameFallon AveGolf Course Rd Falcon AveKevin Longley Dr Craig LaRed Oak LaFront St 5th St W Thomas Park DrLocust StM o c k i n g b i r d L a W 3rd St Eastwood CirBr iar O aks B lv d F a r ms t e a d Dr Henipin StEi der LaDayton StOak La River Forest Dr Meadow Oak Ave Kampa Cir Oak Ri dge Ci rM i l l C t Ri ve r R i d g e L a Garrison AveOakview CtDundas CirKenneth LaOtter Creek RdMinnesota StEagle CirCrocus LaMeadow Oak La Stone Ridge DrChestnut St12 0th St N E Darrow Ave NE Diamond Dr Pebble Brook Dr Widgeon LaWashington StBunker CirHomestead DrThomas CirEn di c ot t TrCenter CirOak View CirSandtrap CirCountry Cir Cheyen Ct Old Territoral Rd Tanager CirHillcrest CirOs prey Ct Acorn CirBalboul CirS w allo w C irRiverside C irMeadow Oak CtMatthew CirE Oak DrStone R idge C irOakwood DrMeadow Oak Ave NECounty Hwy 75 Hart BlvdMarvin RdMarvin RdWright St90th St NECedar StMinnesota St01 02 03 04 City of MonticelloOfficial Zoning Map 11-17 -16 :Legend BASE ZONING DISTRICTS Industrial Districts IBC I-1 I-2 Residential Districts -- Low Residential Densities A-O R-A R-1 Business Districts B-1 B-2 B-3 B-4 CCD-- Medium Residential Densities T-N R-2 R-PUD -- High Residential Densities R-3 R-4 M-H OTHER Water Mississippi Wild, Scenic & Rec Overlay District OVERLAY DISTRICTS Performance Based Overlay District !!!!!!!!!!!!Shoreland District Special Use Overlay District !!!!!!!!!!!!Freeway Bonus Sign District Mills Fleet Farm03 Red Rooster04 PUDs Swan River01 Monticello High School02 PlanningCommissionAgenda:12/06/16 3A.ConsiderationtoadoptResolutionNo.PC-2016-045,aResolutionfindingthatthe proposedsaleofCertainLand(PID#155010029020)bytheCityofMonticellofor commercialpurposesisconsistentwiththeCityofMonticelloComprehensivePlan. (AS) A.REFERENCEANDBACKGROUND : ThePlanningCommissionisaskedtoconsideradoptionofaresolutionrelatingtothe saleofaparcelofpropertylocatedat349WestBroadwaybytheCityofMonticello EDA.Theparcelwillbesoldforpurposesofrevitalizingavacantbuildingandproperty forcommercialpurposes.TheresolutionasksthePlanningCommissiontoconsider whethertheconveyanceisinconformancetotheCity’sComprehensivePlan. Theparcelisapproximately.19acresandislocatedintheCentralCommunityDistrict (CCD)andwithintheF-3(Transition)sub-districtoftheCCD.Thebuildinghasbeen vacantsince2008.TheMonticelloEDApurchasedthepropertyin2008forthepurpose ofrevitalizationofthesite. Atthistime,theEDAhasreceivedanofferforconsiderationofsale.Thepotentialbuyer intendstoremodelthepropertyforachiropracticoffice,whichtheywillownand operate.Theusewouldmostcloselyalignwiththe“PersonalServices”classification andisconsideredaPermittedUsesintheF-3Transitionsub-districtoftheCCD.The developmentmustmeetallrequirementsofthezoningordinance,whichwillbeverified aspartofsiteplanapplicationprocessandthroughthebuildingpermitprocess.In addition,inthepurchaseanddevelopmentagreementforthependingsale,theEDAis allowedtoincludesiteplansandreferencetootherbuildingplansforminimum improvementsasapprovedbytheEDA. Theparcelislocatedwithinanareaguided“Downtown”withintheMonticello ComprehensivePlan.TheComprehensivePlanindicatesthatthe“Downtownisintended tobeamixofinter-relatedandmutuallysupportivelanduses.”,andthat“Businesses involvedwiththesaleofgoodsandservicesshouldbethefocusofDowntownlanduse”. Reinvestmentintherefurbishingofacommercialpropertyinthedowntownsupports thesetwostatements.Achiropracticofficeoffersaservicewhichsupportsthefocusfor businessusesintendedforDowntown.Theadditionofbusinessesinavacantbuilding willalsoaddtothemixofusesinthearea,bringingpotentialcustomersintothe downtown. Further,theEmbracingDowntownPlan,whichisanappendixtotheComprehensive Planandwhichguideslanduseinthedowntownarea,alsostatesthefollowinglanduse goals:“Encourageredevelopmentofoldandobsoletestructures...”and“Diversifyland usesinthedowntown”.Thesaleofthispropertyforrenovationandintroductionofa newbusinessuseisinsupportofthesetwogoals. TheEDAistentativelyscheduledtoconsiderthepurchaseanddevelopmentagreement for349WestBroadwayonDecember14th,2016. 1 PlanningCommissionAgenda:12/06/16 B.ALTERNATIVEACTIONS: 1. MotiontoadoptResolutionNo.PC-2016-045,aresolutionfindingthatthe proposedsaleofcertainlandbytheCityofMonticelloEDAforcommercial purposesisconsistentwiththeCityofMonticelloComprehensivePlan. 2. MotiontodenyadoptingResolutionNo.PC-2016-045,aresolutionfindingthat theproposedacquisitionofcertainlandbytheCityofMonticelloEDAfor commercialpurposesisconsistentwiththeCityofMonticelloComprehensive Plan,basedonfindingstobemadebythePlanningCommission. 3. Motiontotableforadditionalinformation. C.STAFFRECOMMENDATION: CitystaffsupportsAlternative#1above.Asnotedintheanalysisabove,therenovation ofavacantcommercialsitefortheintroductionofanewbusinessuseisconsistentwith Chapter3–LandUseoftheComprehensivePlanandwiththeEmbracingDowntown Plan. D.SUPPORTINGDATA: A. ResolutionNo.PC-2016-045 B. AerialImage C. MonticelloComprehensivePlan,Chapter3–LandUse&EmbracingDowntown Plan,Excerpts D. MonticelloZoningMap 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNE SOTA PLANNING COMMISSION RESOLUTION NO. PC - 2016 - 045 A RESOLUTION FINDING THAT THE PROPOSED SALE OF CERTAIN LAND BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY FOR COMMERCI AL PURPOSES IS CONSISTENT WITH THE CITY OF MONTICELLO COMPREHENSIVE PLAN WHEREAS, the City of Monticello Economic Development proposes the sale and convey ance of certain parcels of real property described in Exhibit A APRIL STUDER ; and WHEREAS, the Authority desires to tran sact the sale of the Property to the Developer pursuant to its economic development powers, in order t o facilitate the promote economic redevelopment and job opportunities and to promote the redevelopment of land which is underutilized within the City; and WHEREAS, Minnesota Statutes , Section 462.356 , subd. 2 requires the Planning Commission to review the proposed acquisition or disposal of publicly - owned real property within the City prior to its acquisition or disposal, to determine whether in the opinio n of the Planning Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and WHEREAS , the Planning Commission has reviewed the proposed conveyance of the Property , and has determined that the Property is located in an area designated for which includes commercial personal services use s within , and is therefore consistent with such use. NOW, THEREFORE, BE IT RESOLVED , by the Planning Commission of the City of Monticello , that the sale of the Property by the Authority to the Developer is consistent with the , and will promote economic redevelopment and job opportunities and to promote the redevelopment of land which is underutilized within the City . BE IT FURTHER RESOLVED that this resolution be communicated to the Board of Commissioners of the Authority. th ADOPTED this 6 day of December 2016, by the Planning Commission of the City of Monticello , Minnesota. MONTICELLO PLANNING COMMISSION By: _______________________________ Brad Fyle, Chair ATTEST: ______________________________ ______________ Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNE SOTA PLANNING COMMISSION RESOLUTION NO. PC - 2016 - 045 EXHIBIT A Description of Property The South ½ of Lots 1, 2 and 3, in Book 50 , Townsite of Monticello, according to the plat on file and of record in the office of the Register of Dees in and for Wright County, Minnesota; Said South ½ of Lots 1, 2, and 3, Block 50, can also be described as follows: Beginning at the mid - point on t he common line between Lots 3 and 4, in said Block; thence Southerly along said common line 82.5 feet to the Southerly line of said Block (being Southeast corner of said Lot 3); thence Westerly along the Southerly line of Lots 3, 2 and 1 for a distance of 99 feet to the Southwest corner of Lot 1; thence Northerly along the Westerly line of lot 1 for a distance of 82.5 feet; thence straight Easterly 99 feet to the point of beginning and there terminating. vii viii PlanningCommissionAgenda:12/06/16 3B.Considerationtoadopta2017PlanningCommissionWorkplan. (AS) A. REFERENCEANDBACKGROUND AttheNovemberPlanningCommissionmeeting,staffpresentedtheCommissionwith informationrelatingtothedevelopmentandadoptionofa2017PlanningCommission workplan. ThePlanningCommissiondirectedstafftoprepareadraftworkplanforreviewatthe DecembermeetingandtoincorporateanyfeedbackreceivedbytheCommission. AcopyofthereturnedprioritizationandcommentsoftheCommissionisattachedfor reference.Withtheprovidedinformation,staffhaspreparedadraftworkplanfor Commissioncommentandconsiderationasrequested. Commissionwillnotethatstaffstructuredtheworkplanintotwoareas,thoseitemswhichare necessaryorrequiredworkplanitemsfortheCommissionoverthecomingyear,andthose itemswhicharemorediscretionaryforCommissionconsideration.Thelatteritemswillbe broughtforwardwithbackgroundanalysisandarequestforactionastimeallows. StaffwillalsoprovideanupdatetotheCouncilregardingtheworkplanonceadoptedbythe Commission.Councilwillneedtoacceptorratifytheworkplan. B. ALTERNATIVEACTIONS 1. Motiontoadoptthe2017workplanasdrafted. 2. Motiontoadoptthe2017workplanasmodifiedbytheCommission. C. STAFFRECOMMENDATION Staffhaspreparedtheworkplanbasedonthepolicystatementsandnextstepsidentified withintheComprehensivePlan,andbasedonCommissionfeedbackandcodeadministration knowledge.StaffdeferstotheCommissiononitsdesiretoadopttheplanasdrafted,orto makeadditionalmodifications. D. SUPPORTINGDATA 2017DraftWorkplan CommentsofCommission,Councilliaison 1 PlanningCommissionAgenda–12/06/16 3C. Considerationofrecommendationregarding2017PlanningCommission Appointments. (AS) A. REFERENCEANDBACKGROUND: ThePlanningCommissionisaskedtotakeactionrelatedtothe2016expiring memberterms. CityrecordsindicatethatCommissionerFyleandCommissionerSimpson’sterms onthePlanningCommissionexpiresinDecemberof2016.BothCommissioners haveindicatedtheirwillingnesstoserveanotherterm. Alistingofthecurrenttermsisprovidedbelowforreference.The Commissioner’stermsarestaggeredinthreeyearincrements.Thecurrentroster isasfollows. InJanuary,thePlanningCommissionwillalsoneedtoappointachairandvicechair for2017. th TheCityCouncilwillratifyappointmentstotheCommissiononJanuary9 , 2017. B.ALTERNATIVEACTIONS: 1. MotiontorecommendtheappointmentofCommissionersFyleand Simpsonforathree-yeartermonthePlanningCommission. 2.Motionofother. . C.STAFFRECOMMENDATION StaffdeferstotheCommissiononmattersofappointment. D.SUPPORTINGDATA: A. CityCodeTitle2,Chapter1-PlanningCommission CHAPTER 1 PLANNING COMMISSION SECTION: 2 - 1 - 1: Name of the Commission 2 - 1 - 2: Authorization 2 - 1 - 3: Membership 2 - 1 - 4: Term of Office 2 - 1 - 5: Attendance 2 - 1 - 6: Vacancy 2 - 1 - 7: Officers 2 - 1 - 8: Meetings 2 - 1 - 9: Quorum 2 - 1 - 10: Duties of the Commission 2 - 1 - 11: Amendments 2 - 1 - 12: Compensation 2 - 1 - 1: NAME OF THE COMMISSION : The name of the organization shall be the Monticello Planning Commission. 2 - 1 - 2: AUTHORIZATION: The authorization for the establishment of this commission is set forth under Minnesota Statutes, Section 462, Municipal Planning Enabling Act. The planning commission is hereby designated the planning agency of the C ity pursuant to the Mu nicipal Planning Act. 2 - 1 - 3: MEMBERSHIP: The Planning Commission shall consist of five members appointed by the Council. All members shall be residents of the C ity of Monticello and shall have equal rights and privileges. 2 - 1 - 4: TERM OF OFFICE: (A) Appointments . All members shall be appointed for three year terms st ending on December 31 of a given year ; however, said term may be terminated earlier by the Council. Terms shall be staggered so that no en year . Said terms are to commence on the day of appointment by Council . Every appointed member shall, before entering upon the discharge of his duties, take an oath that he/she will faithf ully discharge the duties of office. (B) Renewals . When an expiri reappointed by Council with the effective date of the new term beginning on the first day of the ne xt year following the expiration. MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 1 2 - 1 - 5: Co mmis sion members to attend all Planning Commission meetings. Should any Planning Commission member be absent for more than three meetings in a calendar year, that member may be subject to replacement by the City Council. 2 - 1 - 6: VACANCY: Any vacancy in t he regular or at - large membership shall be filled by the City Council, and such appointee shall serve for the unexpired term so filled. 2 - 1 - 7: OFFICERS: (A) Elections . The City Planning Commission shall elect at its January meeting from its membership a chair, vice chair, and a secretary who shall serve for a term of one year and shall have such powers as may be p rescribed in the rules of said C ommission. (B) Duties of Chair . The chair shall presi de at all meetings of the Planning Commission and shall h ave the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The vice chair shall act for the chair in his absence. (D) Duties of Secretary . A secretary may be appointed who is not a member of the Planning Commission but can be employed as a member of city staff. The secretary shall keep the minutes and records of the C ommission; and with the assistance of staff as is available shall prepare the agenda of the re gular and special meetings for C ommission members, arrang e proper and legal notice of hearings when necessary, a ttend to correspondence of the C ommission, and handle other duties as are normally carried out by a secretary. 2 - 1 - 8: MEETINGS: (A) The Planning Commission shall hold at least one regular meeting each m onth. This meeting shall be held on the first Tuesday. Regular meetings shall commence at 6:00 p.m. Hearings shall be heard as soon thereafter as possible. The Planning Commission shall adopt rules for the transaction of business and shall keep a recor d of its resolutions, transactions, and findings, which record shall be a public record. The meeting shall be open to the general public. (B) In the event of conflict for a regular ly - scheduled meeting date, a majority at any meeting may change the date , time and location of the meeting. (C) Special meetings may be called by the Chair or t wo members of the Planning Commission together , as needed, and shall be coordinated with MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 2 city staff. 2 - 1 - 9: QUORUM: A majority of all voting Planning Commission members shall constitute a quorum for the transaction of business. 2 - 1 - 10: DUTIES OF THE COMMISSION: The C ommission has the powers and duties assigned to it under Minnesota Statutes, Section 462, Municipal Planning Enabling Act, by this Code, and state law. 2 - 1 - 11: AMENDMENTS: This ordinance may be amended as recommend ed by the majority vote of the existing membership of the Planning Commission and only after majority vote of the City Council. 2 - 1 - 12: COMPENSATION: Compensation of members of the Commission shall be as set forth in City Code for Fee Schedule. (#336, 11/22/99) (#337, 1/10/11) (#593, 3/10/14) (#607, 1/26/15) MONTICELLO CITY CODE TITLE 2 / Chapter 1 / Page 3 Planning Commission Agenda 12/ 06/16 3D . Consideration of recommendation regarding 2017 Planning Commission schedule . (AS) A. REFERENCE AND BACKGROUND : th The Planning Commissio n , 2017 . Commission is asked to set an alternative date. The Mississippi Room is th th available on Wednesday the 5 of July, as well as Tuesday the 11 of July. B. ALTERNATIVE ACTIONS : 1. Motion to recommend the regular July meeting of the Planning Commission be scheduled for __________ of July, 2017 . 2. Motion o f other. . C . STAFF RECOMMENDATION Staff defers to the Commission on this item. D. SUPPORTING DATA : A. Draft City Meeting Calendar, 2017 PlanningCommissionAgenda:12/06/16 3E.CommunityDevelopmentDirector’sReport . 1. PlanningCommissionRecommendations th TheCityCounciltookthefollowingactionatitsmeetingonNovember14 ,2016asrelated toitemsontheNovemberagendaofthePlanningCommission: ConsiderationofarequestforConditionalUsePermitforvehiclesalesandrentalina B-3(HighwayBusiness)andB-4(RegionalBusiness)District,arequestfor PreliminaryandFinalPlatforCampingWorld1stAddition,andarequestfor RezoningfromaB-3toaB-4District.Applicant:FRHPLincolnshire,LLC CityCouncilapprovedthelanduseapplicationsunanimously.TheCouncilalso approvedthedevelopmentagreementassociatedwiththeplat. th TheCityCounciltookthefollowingactionatitsmeetingonNovember28 ,2016asrelated toitemsontheNovemberagendaofthePlanningCommission: ConsiderationofarequestforanamendmenttotheCityofMonticello’s ComprehensivePlantore-guidesubjectparcelfrom‘UrbanReserve’to‘Placesto Recreate’.Applicant:CityofMonticello CityCouncilapprovedtheamendmentina4-1vote. 2. BertramChainofLakesMasterPlan TheMonticelloCityCouncilapprovedthemasterplanfortheBertramChainofLakes th RegionalAthleticParkonNovember28 ,2016.TheCouncilapprovedtheplanlayout, whichisanillustrationoftheathleticparkatfullbuild-out,andacceptedtheparkfeasibility report,whichprovidesdetailedinformationontheimplementationoftheplan. Theplanandreportweretheproductofayear-longcommunityengagementprocess.While thefeasibilityreportprovidesatotalestimatedcostforthefuturefull-buildoutofthepark, constructionofthefacilityisplannedtooccurinphasesoveranumberofyears.Phased developmentwilloccurattheparkasfundingbecomeavailableandastheneedforathletic spaceinthegrowingcommunityrequires.Moreinformationontheparkplanandreportcan befound here . 1