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PC Packet 08.13.20
Agenda Hugo Planning Commission Thursday, August 13, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 898 1254 6381 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. June 25, 2020 D. PUBLIC HEARING 1. Katherine and Benjamin Robinson, 4444 129t" Street N —Conditional use permit amendment request to continue the boat rental operations on the property. 2. Victor Land Holding, LLC, 13925 Fenway Blvd N — Preliminary plat, site plan, and conditional use permit amendment for Roy Molitor 4t" Addition. E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or riuba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, June 25, 2020 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Mulvihill, Tjernlund. ABSENT: Lessard, Luchsinger. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of May 28, 2020 Commissioner Tjernlund made a motion, seconded by Commissioner Derr to approve minutes for the meeting of May 28, 2020. Ayes: Arcand, Derr, Fry, Kleissler, Mulvihill, Tjernlund. Nay: None. Motion carried. New Business: Oertel Architects, LTD, on behalf of the Hugo Public Works Department. Proposed Public Works Facility to be located at Irish Avenue Park, 14420 Irish Avenue North. Staff provided background on the site plan approval request submitted by Oertel Architects on behalf of the Hugo Public Works Department. The property is generally located north of 140th Street North and on the south side of Irish Avenue Park. The Public Works Department is proposing to construct an approximately 60,600 square foot Public Works Facility, which would relocate the Public Works Facility. The Public Works Facility is considered a public service building and is allowed in the zoning district as a permitted use. The facility will include a salt storage building, material storage building, and outdoor storage of gravel, dirt, and rocks. Juba stated that the Parks Commission has been reviewing the site plan and has provided comments on trails, access, and screening. Additionally, there was a neighborhood meeting where the public was able to provide comments. Generally residents were concerned with potential traffic along 140th Street and suggestions included moving the building to a different location on the park property. Residents encouraged buffers from adjacent properties and the use of landscaping. Some residents had concerns of the use being in the area and some did not want the use in the park. Juba provided an overview of the proposed site plan, which included details on access, landscaping, architecture, grading, and drainage. Staff found that the proposal meets all the requirements June 25, 2020 PC Minutes Page 2 necessary for the City to approve the site plan as outlined in the City Code, if conditions are met in the resolution. Staff recommends approval of the site plan for the Public Works Facility to be located at Irish Avenue Park. Public Works Director, Scott Anderson, addressed the Planning Commission and emphasized that the Public Works Department strives to be a good neighbor and is willing to be accommodating at the new facility location. Commissioner Derr asked why there is only one proposed entrance point for the facility. Anderson stated that current operations are at one entrance point. Commissioner Arcand asked if the proposed entrance will also be an entrance for the future park. Anderson responded that the road is designed to accommodate for park traffic. Chair Kleissler asked if the Parks Commission would have to sacrifice plans for Irish Avenue Park with the proposed location of the Public Works Facility and Anderson stated that although there is no Master Plan for the park, the Parks Commission is comfortable with the location of the facility. Commissioner Arcand made a motion to approve the site plan for the Public Works Facility to be located at Irish Avenue Park. Seconded by Mulvihill. Aye: Arcand, Derr, Fry, Kleissler, Mulvihill, Tjernlund. Nay: None. Motion carried. Adjournment Commissioner Derr made a motion, Commissioner Arcand seconded, to adjourn at 7:38 pm. Ayes: Arcand, Derr, Fry, Kleissler, Mulvihill, Tjernlund. Nay: None. Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number D.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Katherine and Benjamin Robinson - Conditional Use Permit Amendment to continue the boat rental business at 4444 1291h Street North. DATE: August 7, 2020, for the Planning Commission Meeting of August 13, 2020 ZONING: Rural Residential (RR) REVIEW DEADLINE: October 23, 2020 (120-days) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a conditional use permit amendment to continue the business of a boat rental known as Bald Eagle Boat Rental with associated retail sales of bait, snacks, and non-alcoholic beverages. 2. BACKGROUND: The boat rental use been on the property for decades with a few different owners. Most recently there was a special use permit approval for the site in 1993 outlining the conditions it shall operate under. The use is a seasonal business that is only allowed to operate between April and October. In general the property and use has been in compliance with the permit. Staff has not received any complaints on the property for several years. The applicant has a contract with the existing owner Marty Weber to purchase the property and run the business. They are asking to clean up and revise the existing permit to remove conditions that are no longer applicable and to add a different mix of types of boats they are proposing to rent. Page 2 3. CONDITIONAL USE PERMIT AMENDMENT: The applicant is proposing to revise condition number 1 in the existing permit to change the number of row boats they will be allowed to rent from 17 row boats to 4 row boats. They are also requesting to revise the number of pontoons they will be allowed to rent from 2 to 6 pontoons. Conditions number 4 and 5 of the existing permit relate to the sceptic system and the connection to City sewer. Staff included a revised condition in the new permit that states the property shall be connected to City sewer and all permit fees paid as well as assessments paid prior to the sale of the property. The applicant is proposing to revise the length of dock to 250 feet, where 200 feet is allowed by the existing permit. 250 feet is allowed by ordinance. There is a condition in the existing permit that provides the City an option to purchase the property under certain circumstances and at a certain date of June 1, 2023 until August 31, 2023. It also outlines a process on how to come to a determined purchase price. Staff did not find any background for the reason this condition exists. The purchase of the property is not in the City budget, in the 2040 Comprehensive Plan, or in the 5-year CIP. The applicant would like to remove this condition from the permit. The proposed revisions are minor in nature. The applicant has stated they would like to clean up the property and have it be a family run business. Staff is comfortable with the proposed revisions to the permit. The pervious special use permit will be superseded with this amended CUP and all terms in the previous special use permit will no longer be in effect. 4. CONCLUSION: It is in staff s opinion that the applicant meets all of the requirements necessary to approve the CUP amendment for the boat rental business on the property. 5. RECOMMENDATION: Staff recommends approval of the CUP amendment, subject to the conditions listed in the resolution. Attachments 1. Location Map 2. Resolution 3. Applicants Narratives and Documents 4. Existing CUP 5. Proposed CUP 2 17 No. , RESOLUTION 2020-XX APPROVING A CONDITIONAL USE PERMIT AMENDMENT FOR KATHERINE AND BENJAMIN ROBINSON TO CONTINUE TO ALLOW THE BOAT RENTAL BUSINESS ON THE PROPERTY LOCATED AT 4444 129TH STREET NORTH WHEREAS, Katherine and Benjamin have requested approval of a conditional use permit amendment to continue the boat rental use on the property located at 4444 1291h Street North and is legally described as follows: (See Attached) WHEREAS, a special use permit was approved on April 5, 1993, for a boat rental business and minor retail sales; WHEREAS, it is the desire of the applicant to amend the special use permit approved on April 5, 1993, to revise the permit and to supersede all other prior special use permit approvals. WHEREAS, the Planning Commission has reviewed said conditional use permit amendment at a duly called public hearing on August 13, 2020, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit amendment for Katherine and Benjamin Robinson on the property located at 4444 1291h Street North with the following findings: 1. The proposed use is allowed by conditional use permit. 2. The proposed use is allowed in the R-1 zoning district and will keep with the spirit and intent of the ordinance. The proposed use is compatible with the surrounding development and will not alter the character of the area. 3. The proposed use as adequate drainage, water supply, and utilized to the site. 4. The proposed use has adequate access off of 129th Street North 5. The applicant is not proposing to impact any floodplain. 6. The proposed use would not obstruct the floodplain or increase the potential for flooding. 7. The proposed use would not damage or reduce the benefits from any public waters. Resolution 2020- Page 2 8. The proposed use would not involve the use of watercraft on public waters. 9. The proposed use would not be visible from public waters. 10. The proposed use does not impact any wetlands 11. The applicant would be responsible for obtaining all state and local permits. 12. The property shall be connected to City sewer and all permit fees paid as well as assessments paid prior to the sale of the property. 13. The applicant shall comply with all of the items outlined in the conditional use permit. 14. This conditional use permit amendment shall supersede all prior conditional use permits and the terms in the previous permits shall no longer be on force or effect. ADOPTED by the City Council this 17th day of August, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Bald Eagle Boat Rental or Pontoons on Bald Eagle We rent pontoon boats for fishing, swimming, cruising, etc. We also sell snacks, pop and bait. We are a family owned Christian company and are run by Katy and Ben Robinson along with the help of our three kids Leah 17, Jonah 15, and Taylor 12. This boat rental company has been a part of the North end of Bald Eagle lake since for over 40 years and residents of surrounding cities have depended on it for renting boats on Bald Eagle. We strive to have a great place for families and friends to rent a pontoon and go out and enjoy beautiful Bald Eagle Lake. Whether they are fishing, cruising or swimming we want to provide a pleasant experience so they will want to tell others about us and come back again and again. We want to become a part of the community and be an asset to our neighbors on the lake as well as on land around us. We want to continue using the land at 4444 1291" Street North in Hugo as a family owned and operated boat rental business. We are asking that the special use permit be modified as given its age certain parts have become obsolete and the rental needs of customers have changed. Bald Eagle boat rental currently operates from 2-6 pontoons all summer and has been for many years. Rowboats aren't currently being rented out and are just used as a way to get out to a pontoon that may need assistance. The biggest change with new ownership is we will be buying some new pontoons and getting rid of broken and damaged pontoons that are currently in use. And ensuring all motors and boats we rent are in good shape tuned up and not leaking any oil etc. We will also be cleaning up the land/buildings and bringing it back to being clean and up kept with trimming mowing and clearing out trash and debris and junk. When I read the city codes for Commercial Marinas section 90-244 all sections we will comply with. We are requesting 8 pontoons according to this city code for Marinas. We will not be storing anyone's boats on the property at 4444 129t" St. N, we will only be storing the boats we use for rental during the rental season. I got the legal opinion of Richard Caldecott of Caldecott and Forro, PLC in White Bear about the shoreline is that it is owned by the property at 4444 1291" St N. We might still do a survey though. I attached a plan of the property. We aren't changing anything just cleaning up a lot. No other buildings being built just doing some long needed upkeep on the ones currently there. The landscaping on each side of the property is over grown and in spots will need new plants/bushes to help shield the neighbors view. We will be planting and trimming all landscaping vegetation so it screens/buffers neighbor's views. We will only be storing our rental boats in the very back of the property over winter. No outside boats will be stored at 4444 129t" Street N We will be getting new pontoons. There are one or two pontoons currently there that are newer that will be used with a major overhaul, new motor, carpet, seats etc. Business name we haven't decided on whether to keep it the same or change it. As it is on the side of the building and on signs on Hwy 61 pointing which way to turn Both going North and South. Most reviews are pretty bad under that name though. We have thought about "Pontoons on Bald Eagle" as name. Does this make a difference in an approval of the special use permit? Any comments/ideas are greatly appreciated! We will be complying with the criteria under section 90-37 Sub C, 1-13 and Section 90-37.1 Sub F, 1.-7 We will be continuing the same business that has been operating lawfully for 40 or more years. We will continue to operate and keep the same character of the building and surrounding area. There is a working well on the property that is used for running water, toilet, sewage etc. The sewer will be drained and removed and sewer line will be hooked up to the city sewer before closing. Utilities are currently in use and hooked up. Road access onto 129th street N is adequate. No drainage issues are currently happening and there will be no change in the level of the ground for when we take over the spring of 2021. No danger of things being swept away as we have no rivers/creeks etc. on the property. No damage or reducing the benefits of the public use of water. We will stay current on all permits for state and local use. We will continue to keep the trees and shrubs on and around property to shield from neighbors view. We are zoned commercial and it will be used as commercial land. We will keep the property in good condition and not be a nuisance to neighbors in noise, traffic, dust, safety, unsightliness to our neighbors. Thank you Katy and Ben Robinson General description 4444 129t" Street North Hugo is a tree lined lit with lots of vegetation and with mostly soil and grass but the back part of the lot is more swampy depending on the amount of rain. The parking lot at the front of the property is made of gravel. And there is a small concrete patio in front of the main building. This is also across the street from the lake of Bald Eagle and the strip of shoreline that is also apart of the property has wood chips but not all the way to the water. The water line has minimal cattails in some places EXISTING 3111622 SPECIAL USE PERMIT Office of the County Recorder DATE OF SUP TRANSFER: June 30, 2000 Washington County, MN TRANSFER FROM: Robert T. McElmury Certified filed and/or recorded on: 2000/07/11 12:54:00 PM TRANSFER TO: Marty Weber �- C ^ �� C arrG �` 3111622 Cindy m Koosmenn ADDRESS FOR WHICH SUP IS GRANTED: 4444 129 Cy Recorder Street North �� •,� $°,i�' Oolf" LEGAL DESCRIPTION:PBY Apart of Govt Lot 1, Section 31, T31N, R21W, described as follows, to -wit: From NE corner of said Govt Lot 1 go south along the East line thereof for 288 feet; thence West and parallel with the North line of said lot for 618.5 feet to a point of beginning of the tract to be conveyed; thence south 10 degrees, 30 minutes for 292.5 feet to the North line of the county road; thence south 73 degrees, 34 minutes West along said road line for 120 feet; thence north 0 degree, 19 minutes East on a line parallel with the west line of said Lot 1 for 321.56 feet; thence East 60 feet to the point of beginning. Also any right of title to the adjacent county road and extending to the shore of Bald Eagle Lake. Described tract is subject to an easement roadway 15 feet wide across the southeast corner thereof, the centerline of which is described as follows, to -wit: Beginning at a point on the Easterly line of said tract 79 feet Northerly of the Southeast corner thereof; thence south 48 degrees, 36 minutes West for 28 feet; thence South 16 degrees, 37 minutes East for 66.7 feet to the Northerly line of aforesaid county road. Said Easement is for the use of fee holders in the Easterly part of said Lot 1 until such time as they shall have constructed their own private driveways, when it shall be extinguished. ZONING DISTRICT: URBAN RESIDENTIAL THIS SPECIAL USE PERMIT ALLOWS FOR THE FOLLOWING: Rental of boats and minor retail sales of candy, snacks, pop, and 3.2 beer. THIS SPECIAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING CONDITIONS: 1. The maximum number of rental boats to be maintained on this site: A. Seventeen (17) "rowboats" not to exceed sixteen (16) feet in length. Said boats maybe equipped with a motor not to exceed ten (10) horsepower. B. Two (2) pontoon boats with motors not to exceed thirty (30) horse power. We6er3pecial Use Permit Page 2 2. This facility shall only operate during the months of April through October. Hours of operation shall be limited to 6:30 AM to 8:30 PM, Monday through Friday, and 6:00 AM to 9:00 PM Saturdays and Sundays. 3. Hours of operation, along with an emergency phone number to contact the facility operator, shall be posted and maintained on site and readily visible to the public at all times. 4. A septic holding tank, approved by the Washington County Department of Health, shall be installed on site and maintained in accordance with appropriate health codes. Such tank shall be drained as needed to insure operability of the system. Following installation of the septic holding tank, a portable septic holding system shall not be allowed on the site. 5. If, and when municipal sewer and/or water is available to the site the septic holding tank shall be removed and all sanitary facilities shall be connected to municipal service. The property owner shall pay all assessments for the public improvements in the manner provided by law. 6. The site shall be maintained in a clean and sanitary condition, and in such a manner as to avoid any accumulation of trash, debris or junk on the site, the adjacent public right-of-way, or any adjoining properties. Trash and other debris shall be contained in appropriate trash receptacles at all times. Garbage collection services shall be utilized on a regular and scheduled basis. 7. No music or other entertainment shall be audible from outside of the building located on the site. S. No advertising signs shall be placed on docks or on the lake side of the street. 9. No boat launching shall be allowed on site other than the boats allowed for rental as described in paragraph 1. 10. No more than 200 feet of dockage shall be maintained or used on site. 11. A minimum of twenty one (21) off street parking spaces shall be provided by the facility owner on the site by June 1, 1993. The spaces shall be maintained as long as the facility is in operation. The parking spaces shall be composed of gravel or aggregate materials, except that any handicapped parking space may be improved to meet the requirements of the Americans with Disabilities Act or similar requirements for handicapped accessibility pursuant to Minnesota law, including the sign requirements of Minnesota Statutes 169.346. Weber Special Use Permit Page 3 12. The facility owner shall provide vegetative screening along the east and west sides of the property (north of the street), in order to decrease the visual impact of the facility's operations from adjacent properties. Such vegetation shall be planted no later than October is 1993, and shall be maintained thereafter so as to trim overgrown vegetation and to replace vegetation which has died. 13. During the winter months, from November 1 to April 1, signs shall be in place to denying access to the lake by snowmobiles or other vehicle traffic across this property 14. A fence or other delineating feature such as a hedge or other shrubbery, shall be installed and maintained on this property along the south easement line of 129th St. by October 1, 1993. The purpose of this feature is to provide for the safety of the public using this site by preventing accidental encroachment into the traffic lane! This feature shall not obstruct vehicle drivers from seeing people using the boat launching area. IN CONSIDERATION FOR THE GRANTING OF THIS SPECIAL USE PERMIT, AND THE GRANTING OF CERTAIN PRIVILEGES WITH THIS PERMIT TO EXPAND THE USE OF THE FACILITY HEREIN DESCRIBED, THE PROPERTY OWNER AGREES TO THE FOLLOWING: 1. All existing rights, privileges, and claims to use this property as a nonconforming use are replaced in full by the conditions of this permit. The property owner specifically waives and gives up any rights to claim that this property or any part thereof retains any nonconforming uses of any kind. 2. If, by June 1, 2023, the business as herein defined, continues to operate in any manner, or has operated at any time within the preceding 12-month period and the site is not in compliance with the current land -use regulations, the City shall have an option to purchase the property for its then fair market value of the land. The City's option shall exist from June 1, 2023 until August 31, 2023. To exercise the option, the City shall notify the owner of the property of its intent to exercise the option within the option period. Notice shall be sent by Certified Mail to the owner. Notice may also be delivered personally to the owners or posted on the property if the whereabouts of the owner is not known. 3. The purchase price of the property shall be determined through negotiation between the owner and the City. If no price can be agreed upon, then the parties shall each appoint one qualified appraiser from the list of approved commissioners for condemnation actions in Washington County. The two commissioners shall then appoint a third commissioner. The three commissioners shall then take whatever steps they deem necessary to determine the fair market value of the land only. The City shall be entitled to purchase the property for the fair market value of Bobber's Boats and Bait SUP Page 4 the land. The City shall not be required to pay for any buildings or other improvements upon the property, nor shall the City use any structure or improvement for the operation of a boat rental facility or public boat launch. The parties will equally share all costs of the commissioners in arriving at the fair -market value of the land. If, at any time, the business as herein defined has not operated for at least 30 days out of any 365-day consecutive period, the privilege granted by this SUP shall expire, and the owner shall bring the property into compliance with the current land -use regulations. 4. A copy of this Special Use Permit shall be recorded in the office of the Washington County Recorder so as to put all other future purchasers on notice that this property no longer has a valid claim for any nonconforming uses, and that the City maintains a ,p-}rchase option on the property effective June 1, 2023. Mart Weber, F e Ow Walter L. Stoltzman, (; �►► y Carre.►. ATTEST: Mary ), fi /Creager, Clerk Subscribed and sworn before me this,30-"�day of , 2000. Ri. MICHELE M. LINj NOTARY PUBLIC-MINNMMy Commission Expires Ja M L-, o'( a, — (Notary) THIS DOCUMENT WAS DRAFTED BY THE HUGO CITY COUNCIL. CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: OWNER: Marty Weber ADDRESS FOR WHICH CUP IS GRANTED: 4444 1291h Street LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Large Lot Single Family Residential (R-1) and the Shoreland Overlay District THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: Rental of Boats and minor retail sales of bait, snacks, and non-alcoholic beverages. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The property shall comply with approved site plan (Exhibit B). 2. The maximum number of rental boats to be maintained on the site: a. Four (4) rowboats not to exceed sixteen (16) feet in length and maybe equipped with a motor not to exceed ten (10) horsepower. b. Six (6) pontoons with motors not to exceed sixty (60) horsepower. 3. This facility shall only operate during the months of April through October. Hours of operation shall be limited to 6:30 a.m. to 8:30 p.m. Monday through Friday and 6:00 a.m. to 9:00 p.m. Saturday and Sunday. 4. Hours of operation, along with an emergency phone number to the contact the facility operator, shall be posted and maintained on the site and visible to the public at all times. 5. The property shall be connected to City sewer and all permit fees paid as well as assessments prior to the sale of the property. 6. The site shall be maintained in a clean and sanitary condition, and in such a manner as to avoid accumulation of trash, debris or junk on the site, adjacent to the public right -a -way, or adjourning property. Trash and other debris shall be contained in appropriate trash receptacles at all times. Garbage collection shall be utilized on a regular and scheduled basis. 7. No music or other entertainment shall be audible from outside of the building located on site. 8. No boat launching or docking shall be allowed on site other than the boats allowed for rental as described in paragraph 2. 9. No more than 250 feet of dockage shall be maintained or used on site. 10. A minimum of twenty (21) off street parking spaces shall be provided by the facility. The spaces shall remain as along as the facility is in operation. The parking spaces shall be composed of gravel or aggregate materials, except that Page 2 of 4 handicap parking spaces shall meet the Americans with Disability Act or similar requirements. 11. The facility owner shall provide and maintain a vegetative screen along the east and west side of the property (north of 129ffi Street). Such vegetation shall be maintained so as to trim overgrown vegetation and to replace vegetation which has died. 12. During the winter months, from November 1 through April 1, signs shall be in place to deny access to the lake by snowmobiles or other vehicle traffic through the property. 13. The applicant shall delineate of the dock area from the road. 14. No winter boat storage for boats, other than the ones maintained on site per paragraph 2. 15. This Conditional Use Permit supersedes any Permits for this use that were previously recorded. Dated: , 2020. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared TOM WEIDT, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and TOM WEIDT, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Page 3 of 4 Dated: 2020. Marty Weber, owner STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared Marty Weber, property owner, to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 Page 4 of 4 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. Agenda Number: D.2 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Roy Molitor 0 Addition - Victor Land Holdings, LLC. Preliminary Plat, CUP Amendment, Site Plan, and Easement Vacation, and for an office/warehouse building to be constructed on a lot. DATE: August 6, 2020, for the Planning Commission Meeting of August 13, 2020 ZONING: Business Park (BP) 60-DAY REVIEW DEADLINE: September 9, 2020 (60-days) 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a preliminary plat and site plan for an approximately 22,500 square foot office/warehouse building with and a 4,600 square foot enclosed garage and associated parking. No exterior storage is proposed with the proposed building and new lot. The proposed building and lot will be occupied by Schwieters Companies for a small office area and warehousing for their internal residential and commercial finishes (trim, cabinets, carpentry, doors, and hardware) business. The applicant is also requesting a conditional use permit (CUP) amendment for the campus development. The applicant is showing future phases on the plan that include 2 additional buildings as proposed with the campus development. The first phase of the development was construction of a 145,000 square foot manufacturing/warehouse building. Phase 2 will consists of the proposed 27,100 square foot office/warehouse building located in the northeast corner of the site. Phase 3 will consisted of two proposed office/warehouse and a warehouse buildings, one 12,000 square feet and the other 45,000 square feet, located along the northwester and southeast corners of the site. The applicant is only requesting site plan approval for the second phase which includes the 22,500 square foot office/warehouse building. Each new building will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. The applicant has also requested approval of a final plat that would have 2 lots and 1 outlot. Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 2 The property totals approximately 18 acres with 1 acres of wetland on the the site. The property is zoned Business Park (BP) and is guided as Business Park (BP) in 2040 Comprehensive Plan. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east are zoned General Industrial (I-3) and are occupied by industrial businesses. The property to the south is zoned Business Park (BP) and is occupied by the Xcel Energy Training Center. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve park. B. Existing Site Characteristics The property is generally flat and contains some wetlands on the property. There is shared stormwater management for the entire site, included in the outlot that will be created. 3. BACKGROUND: In 2018, the City Council approved a CUP for a campus development that approved the location and use of four proposed buildings on the site. The general location of the buildings remain the same with this request. 4. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Preliminary Plat The preliminary plat will include 2 lots and 1 outlot. The preliminary plat complies with ordinance requirements. Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 3 The applicant has also applied for an easement vacation and final plat. The final plat will be by the City Council. C. Conditional Use Permit Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant has approval of a campus development to allow multiple buildings on the property. The applicant has provided options for how the property could develop in three phases. In the review of the CUP for a campus development the Planning Commission is simply providing a recommendation on the suitability of the site layout for additional buildings. The applicant would be required to come back before the Planning Commission with a formal site plan application prior to construction of the buildings. Approval of the campus development would give the applicant assurance that the additional buildings would be allowed subject to site plan approval and provided the buildings are consistent with the campus development CUP. In the absence of the campus development, the applicant would only be able to construct one building on the property. The proposed campus development layout is generally the same as what was previously approved. However, the applicant is requesting approval of a preliminary plat to have 2 lots and 1 outlot. Lot 1 would be the proposed 22,500 square foot office/warehouse building. Lot 2 would be the existing 145,000 square foot manufacturing/warhouse building and the 2 proposed buildings for the campus development. The outlot would contain the shared stormwater management for the entire site. The applicant is requesting with the campus development to have shared access agreements with Lot 1 for cross access and staging for the vehicles access the loading docks on the south side of the proposed building. The campus development is generally the same as what was previously approved, the layout has been revised to remove on building from the campus to be on a separate lot. The request meets the criteria necessary to approve a CUP amendment. D. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The BP zoning district requires a 30-foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 4 Building Height The BP zoning district has a maximum building height of 50 feet. The building height will be approximately 32 feet. The site plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The proposed lot for the site plan does not comply with the impervious surface percentage requirement. However, since the entire property is planned to be a campus development the overall building and lot coverage requirements are meet. Staff is comfortable with using the overall building and lot coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the building size of the site. In order to meet the landscape requirements, 12 overstory deciduous trees, 12 coniferous trees, 12 ornamental trees, and 76 shrubs are required to be installed. If the trees are installed, this would meet the ordinance requirement for the entire campus development. The applicant is proposing 7 overstory deciduous trees, 12 coniferous trees, 12 ornamental trees, and 54 shrubs. The applicant has stated that they would like to use some existing trees to count towards the landscape requirements. Staff is comfortable with counting the existing trees and landscape planting substitutions, provided it meets the intent of the landscape ordinance. Staff included a condition in the attached resolution that requires the applicant to submit a revised landscape plan demonstrating compliance with the City's landscape ordinance or provide a plan with information that outlines the number of existing trees to be counted and any planting substitutions proposed. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted fixtures. The applicant has provided cut -sheet for both the wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards along the property lines Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 5 Fencing and Screening The applicant is proposing roof top mechanical equipment for the building. The plans show a 2 foot — 10 inches raised parapet wall from the roof line of the building. All roof top mechanical equipment shall be adequately screened from view. It is in staff s opinion that the parapet will screen most of the roof top equipment. Staff has added that there will be an inspection during construction and that as a condition of approval prior to the issuance of a certificate of occupancy the equipment shall be screened. The applicant has indicated that the trash stored inside the building or screened with materials consistent with the building materials. The applicant is not proposing any additional fencing around the lot as this time. Streets and Access The site has access from a proposed to be constructed small section of 1401h Street and Fenway Boulevard North. The applicant is proposing two entrances into the site. Staff is comfortable with the access to the site. The 2040 Comprehensive Plan shows 140th Street as a future road. The applicant has contributed money to the City for their share for the future construction of the 140ffi Street. This was completed with the Roy Molitor Addition final plat application approval. The applicant is proposing to use money for construction of a small section of the road. When this section 140th Street is constructed, the applicant will be able to connect to it with a driveway. A driveway permit would be required. Staff has added a condition in the campus development CUP that the if there is another access to the 140th Street proposed, the applicant is responsible for the cost and construction of 140th Street to the west property line of the plat. Parking According to the Section 90-253 PARKING, based on the use and the size of the building 23 parking stalls are required by ordinance. The applicant is proposing 34 parking stalls for the site, which meets the ordinance standards for the use of the building. Trails There is a City trail along Fenway Boulevard North. There is a proposed trail shown on the Trails Plan in the 2040 Comprehensive Plan on the north side of 1401h Street North. Staff will work with the applicant to see if it makes sense to include this small section of trail with the construction of the road. Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 6 Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The building material for the office/warehouse building consists of integrally colored precast tip - up concrete panels, of two compliment colors and two patterning styles. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show coloration and patterning in design of the concrete panels. The concrete is proposed to be a light brown earth tone, with an accent dark brown tone. The front has glass and there windows on all sides of the building. The applicant is proposing metal awnings along the front of the building over the entrances. The applicant will be required to submit the design to staff for review and approve the design of the awnings. The exterior doors and overhead doors are proposed to be brown and compliment the exterior color (although they are shown as white on the plans). Staff will work with the color and size of the overhead doors. The applicant has provided material samples and staff will continue to work with the applicant on the materials and color choices to ensure compatibility. Staff recommends the main entrance of the site to be more clearly defined with architectural elements and/or more glass/windows. The applicant has not provided elevations for the proposed warehouse building or two office buildings. As a campus development building architecture, materials, and colors for all buildings should be compatible. This will be a condition of approval for the campus development CUP. Signage The applicant is not proposing any signage at this time but, it is allowed by ordinance. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The applicant is proposing to utilize the existing ponds and infiltration basins and to meet the stormwater management requirements. Treated stormwater is discharged into the wetland complex to the west as well as the storm sewer system along the east side of Fenway Avenue. The stromwater management is designed to accommodate all phase of the development. The plan generally meets the stormwater requirements, however, staff will continue to work on the technical details of the stormwater management design. A maintenance agreement between all lots utilizing the stormwater management facilities shall be reviewed and approved by staff. The document shall be recorded against the property. At this time, the applicant is not proposing stormwater reuse. There is not enough green space on the property to gain infiltration credits to meet the stormwater management requirements or enough water within the pond to accommodate stormwater reuse. Roy Molitor 4th Addition — Pre Plat, CUP Amendment, Easement Vacation, and Site Plan Page 7 Utilities Sewer and water are available to the site. The services were installed with the original overall Schwieters site. A maintenance agreement between all lots utilizing the utilities shall be reviewed and approved by staff. The document shall be recorded against the property. Wetlands The applicant is not proposing any wetland impacts. Park Dedication Park Dedication is not required for commercial and industrial developments. 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the preliminary plat, CUP amendment, site plan, and easement vacation, as outlined in the City Code and zoning regulations, if the appropriate conditions are met in the attached resolutions and conditional use permits. 6. RECOMMENDATION: Staff recommends approval of the preliminary plat, CUP amendment, site plan, and easement vacation application from Victor Land Holdings, LLC. ATTACHMENTS: 1. Location Map 2. Engineers Memo dated August 7, 2020 3. Applicants Narrative 4. Resolutions: a. Preliminary Plat b.Site Plan c. CUP for Campus Development d.Easement Vacation Notice 5. Site Plan Documents and Building Elevations im w i E3 -9� 140th Street North Site TI Schwieters Addition Hugo, MN Project Narrative Schwieters Addition is a proposed plat that is currently an approved campus development consisting of 1 existing commercial building and 3 additional approved building sites located on Lot 1 Block 1, Roy Molitor Addition 3rd Addition. The Campus development and Conditional Use Permit were approved by City Council on May 7, 2018. Request We are seeking approval for Preliminary Plat and Final Plat allowing the campus development to be subdivided into 2 lots that allows for the sale and build of one of the approved campus building sites. We are also seeking Site Plan approval for that new building to be located on the new lot that would potentially be subdivided. The new plat of the development conforms with the City Code and allowed setbacks of the buildings. There will be cross easements for utilities, storm water ponding, and access easements, between the two lots. The new plat also considers the extension of 140t" street with an access into Lot 2 of the new plat. The City and ourselves are working together on design for the construction of this extension. This application will also conform with the current CUP that was approved by Council on May 7, 2018. Our Site Plan application is for 22,580 SF of Office/Warehouse and 4600 SF of parking garage for delivery vehicles. Storm Water —The development currently utilizes one basin/ponding area for the entire site. This will still be owned and maintained by Victor Land Holdings. Architectural Design —The design and colors of the building conform with current architecture adjacent to the proposed building. The garage door on the west side is used for dumpster storage and some deliveries to be unloaded by forklift. Landscaping — Additional landscape above city requirements was added to the north end of the building that provides additional screening for the residential community to the north. Existing landscape materials that are onsite will be moved to the north side of the storm water pond for additional screening. Exterior Storage — There is no exterior storage of building materials. Equipment and dumpsters are located within the building structure. Delivery vehicles are parked within the enclosed garage. The west side loading dock may have a semi -truck that is parked overnight for unloading. Fencing/gate is not planned but may be added to secure the west side of the building. Victor Land Holdings, LLC — Project Narrative Contacts Developer Victor Land Holdings, LLC Mark Guenther 13925 Fenway Blvd N Hugo, MN 55038 651.425.0469 mark@fenwaylandco.com Engineer Carlson McCain, Inc. Brian Krystofiak 3890 Pheasant Ridge Dr. NE #100 Blaine, MN 55449 763.489.7905 bkrystofiak@carlsonmccain.com Victor Land Holdings, LLC — Project Narrative RESOLUTION 2020- APPROVING A PRELIMINARY PLAT FOR VICTOR LAND HOLDINGS, LLC, FOR "ROY MOLITOR 41h ADDITION" LOCATED SOUTH OF 140TH STREET AND WEST OF FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, has requested approval of a preliminary plat of property to develop 2 lots and 1 outlot to be known as "Roy Molitor 4th Addition" located south of 140th Street and west of Fenway Boulevard and is legally described as follows: Lot 1, Block 1, Roy Molitor Yd Addition WHEREAS, the Planning Commission has reviewed said preliminary plat and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the preliminary plat to Victor Land Holdings, LLC, for "Roy Molitor 4th Addition" subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 2 lots and 1 outlot, in accordance with the plans received by the City on July 30, 2020, and August 6, 2020, except as amended by this resolution. 2. Development is subject to the BP district standards and setbacks. 3. The development shall comply with the comments in the Engineer's memo dated August 7, 2020, and the "red -lined" comments sent to the applicant's engineer. 4. In the future if the warehouse building shown in the northwest corner of the preliminary plat gains access to 1401h Street, the developer shall be responsible for the cost and construction of 1401h Street to the west property line of the Lot 1, Block 1, Roy Molitor 4th Addition. The design of the road shall be reviewed and approved by City staff. ADOPTED by the City Council this 17th day of August, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A SITE PLAN FOR VICTOR LAND HOLDINGS, LLC, FOR AN OFFICE/WAREOUSE BUILDING ON THE PROPERTY LOCATED AT THE SOUTHWEST CONER OF 140TH STREET NORTH AND FENWAY AVENUE NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a site plan for an approximately 27,000 square foot office/warehouse building, on property legally described as follows: Lot 1, Block 1, Roy Molitor 3rd Addition WHEREAS, the Planning Commission has reviewed said site plan on August 17, 2020, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Victor Land Holdings, LLC, for an approximately 27,000 square foot office/warehouse building, subject to the following conditions and findings: All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated August 7, 2020, shall be addressed. 2. The applicant shall be required to apply for formal site plan approval for all future phases to be considered by the Planning Commission and City Council. 3. No Exterior storage shall be located on the lot. 4. The applicant shall meet all conditions listed in the conditional use permits for the campus development. 5. Prior to the installation of any signs, the applicant shall obtain a sign permit. 6. The landscaping shall be irrigated to ensure establishment. Prior to the issuance of a building permit: 7. The applicant shall submit a revised landscape plan that meets the City's landscape ordinance requirements to be reviewed and approved by staff. 8. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. 9. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. The materials shall be compatible and cohesive with the existing building on Lot 1, Blockl, Roy Molitor 3rd Addition. Resolution 2020- Page 2 10. The architecture of the building shall be revised to show a more clearly defined main entrance by using other architectural elements or providing more glass/windows in that area. 11. The proposed metal awing design shall be reviewed and approved by staff. 12. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 13. The trash receptacles shall be stored inside the building. 14. Cross access and maintenance agreement between the subject lot and Lot 1, Block 1, Roy Molitor 4t' Addition for the shared access shall be reviewed and approved by staff. The document shall be recorded against the property. 15. Easement and maintenance agreements between the subject lot and Lot 1, Block 1, Roy Molitor 0' Addition for the stormwater ponds and utility extensions shall be reviewed and approved by staff. The document shall be recorded against the property. Prior to issuance of a Certificate of Occupancy: 16. The applicant shall restore any part of the Fenway Boulevard Trail that is damaged during construction. 17. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 18. All required landscaping shall be fully installed. 19. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and utility extensions. 20. A maintenance agreement for the stormwater management facilities between the City and the applicant shall be reviewed and approved by the City then recorded against the property. Resolution 2020- Page 3 ADOPTED by the City Council this 7th day of May, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A CONDITIONAL USE PERMIT AMENDMEVT FOR VICTOR LAND HOLDINGS, LLC, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a conditional use permit amendment to allow a campus development on the property located at 13676 Fenway Boulevard North, and legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on August 13, 2020, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Victor Land Holdings, LLC, to allow a campus development on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the Business Park (BP) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to Fenway Boulevard. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. Resolution 2020- Page 2 11. The applicant shall be responsible for all necessary state and local permits. ADOPTED by the City Council this 17t" day of August, 2020 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER LOT 1, BLOCK 1, ROY MOLITOR 3" ADDITION PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 17th day of August, 2020, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Lot 1, Block 1, Roy Molitor 3rd Addition, Washington County, Minnesota. Dated this 171h day of August, 2020. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 SCHWIETERs ADDITION HUGO, MINNESOTA J � I I - I ------------------------- --------------- STREET N ------ ------- -------------- EXISTING POND ,/%OUTLOT j / I SI / EXISTING WETLAND I i Ip II II O 2 1 r------ III II I II Ili I o E 0 I f F, L----J r--------------------J — -- 'I------- 1,1 EXISTING BUILDING 11 1 II I I I I I I 140TH STREET N / I I I I I ' I I I I I I� I I I I II I I I I I I � I I I I 'IA I --- I I I I I , I I I I I I I ' VICINITY MAP SITE NOT TO SCALE SHEET INDEX C1. COVER C2. PRELIMINARY PLAT (OVERALL) C3. EXISTING CONDITIONS (OVERALL) C4. EXISTING CONDITIONS (SITE) C5. REMOVALS PLAN C6. GRADING, DEVELOPMENT & EROSION CONTROL PLAN C7. SITE & SIGN PLAN C8. UTILITY PLAN C9. 140TH STREET PROFILE C10-C11. DETAILS C12. CAMPUS EXHIBIT 1-1-1-2. LANDSCAPE PLAN N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ftnorthwesterly northwest comer of the existing building, as shcwn_ Elevation = 932,85 ft. 2. Top Nut of Hydrant located at the southeast corner of 1.In Street N. and Fenwoy Boulevard N. Elevation = 934,51 ft. CALL BEFORE YOU DIG e I,L\ Know what's below. CaII before you dig. z� y ZOZ^ VW�mC) V�0, ��o^ o rn z t 0"` w a QJ v QCO�� 15 M W C O t a Z O M i— IN C 0 W Q c > IIZ O U F a, LU by = x U U J J (� z Z a, ~ C 00 N MO J Q Ln O I^ Z °LLJ 01 Q M 7 J N 2 01 �rn O I— U w REVISIONS g 1. 6/23/20 Issued For Permit t 2. 7/30/20 Per City Comment 3. 7/28/20 Addendum 2 E 6. 6 DRAWN BY: KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 B a I hereby certify Nat Nis plan, 0,ifio,tion, o or rct , was ,!,n a d by me or urMer my Lirect l Pmfsion l that I a a tlule S Licensed Professional Engineer under the laws of the State of Minnesota - Y Name: Brian J. KrystoBa,k', �P.E'. A Signature: a 2 !S— s Date: 6/23/2020 License #: 25063 C 1 of 12 g 4 n T 1 1 ) r r r AI (RLS 4 ao. 1/2 1 4-l/ 1 fl .. rt Ins I— Pip.) ° 6 303. — — — — — — — — — — — W ;r — — , I �0, n� I 1 a N I 'i o^ ' I ='Drainage and Utility Easement N t1J I v � 1 w "o a °moo 1 U CI ah 0 a /I z 11 �I oy I EMI n"I I S89°16b2"Eh € li f 70.47 p = "ry ; �1 I„ >w II I ) ' 1 z II l Z 1 I; - "I " =-Document 3 Utility Easement per Numbers I 4186330 & 4186331 LLJ 1 m /I It/ ;ss; I w 7 / 1 I I 1 1 1 ' I I I o r-----�--I--- 1 ---- 1 I 1 I ' I 1 I I 1 I lI I I I I I I I 1 1 I I I I I / , t I 1 1 I I I I 1 I 1 y > I I 1 -- _95_4 - I - 95,00 s Voa, /z Iron Pip.) I I VI of, S89 16 02 E -North Line of Lot i, Block 1, 798.73 — =— ROY MOLITOR THIRD ADDITION 292.6 BLOCK 1 rI T f1 I I 2 ,k664,866 sq.ft. --- ---------------------- —North Line of the NE Quarter of a %6�17 Section 30, Township 31, Range 21 (Rts _aq 12 N00 6'0"E_:�' 17 Inch Iran Plpe) 1 304.23 - --- -------------- I j OUTLOT A t72,684 sq.ft. 1 I j I WET LAND / I 1 _ Drainage & Utility Easement„ ocuperms1 -j-'Dment Numbers 4186330 & 4186331 II I 1 r I I 21DL6 304.94 N89°21'40"E OWNER: CPEC 41495 EXCHANGE ACCOMMODATION HOLDINGS LLC PID: 30-031-21-11-0006 and Utility Easement '�I ni�li 4 S89 16 02 E -North Line of Lot i, Block 1, 798.73 — =— ROY MOLITOR THIRD ADDITION 292.6 BLOCK 1 rI T f1 I I 2 ,k664,866 sq.ft. --- ---------------------- —North Line of the NE Quarter of a %6�17 Section 30, Township 31, Range 21 (Rts _aq 12 N00 6'0"E_:�' 17 Inch Iran Plpe) 1 304.23 - --- -------------- I j OUTLOT A t72,684 sq.ft. 1 I j I WET LAND / I 1 _ Drainage & Utility Easement„ ocuperms1 -j-'Dment Numbers 4186330 & 4186331 II I 1 r I I 21DL6 304.94 N89°21'40"E OWNER: CPEC 41495 EXCHANGE ACCOMMODATION HOLDINGS LLC PID: 30-031-21-11-0006 and Utility Easement '�I ni�li 4 18792 �I m T I o I I ---South Line of Lot 1, Block 1, I ROY MOLITOR THIRD ADDITION � 1 I / 1 — — — — 4 N89 33 08 W 895.01 4 �) OWNER: r- /\ /1 n I rl /`fit A n A I I \ v I IL IVI v L_ 1 I V i \ XCEL ENERGY .� L_ \. lJ I v LJ �I wl ` rl LJ LJ 1 I 1 v IV P1D:30-031-21-14-0011 L L 80 (Rts 44aa0, 112 Inrli Iran Pipe) 80 `_--Northeaster er of the Northeastn0uarter of Section 30, Township 31, Range 21 (cast iron monument) SCHWIETERS ADDITION VICINITY MAP N (NO SCALE) _ seieeihN. I I c Imo Lmm 13a[h a City of Hugo Washington County, MN Section 30, Township 31, Range 21 P,PaRERTY oEsceiPnat — — — — (Per Supplemental Title Commitment File No. 55694, dated April 19, 2019 prepared by Commercial Partners Title, TLC, issuing agent for Steward Title Guaranty C Company) C \ J J Lot 1, Block 1, ROY MOLITOR THIRD ADDITION, Washington County, Minnesota _ (abstract property) _ GENERAL N07E& n 1. Bearings shown are based on the North line of Lot 1, Block 1, ROY MOLITOR I THIRD ADDITION, Washington County, Minnesota, which is assumed to bear SB9%6'02"E. 2. Surveyed property address - 13676 Fenway Avenue North, HUGO, MN 55038, I I LIJ I ° I y� C < SITE DATA ° t M J TOTAL SITE AREA t18.55 AC. I zs TOTAL OUTLOT AREA t1.67 AC. <i TOTAL LOT AREA t16.88 AC. TOTAL NUMBER OF LOTS—2 wM (Y\ TOTAL NUMBER OF OUTLOTS 1 o GROSS DENSITY t0.11 LOTS/AC. ° EXISTING ZONING BP (BUSINESS PARK) 1 PROPOSED ZONING BP (BUSINESS PARK) UTILITIES AVAILABLE i Go E N I I-- zaN J gN NO I a LEGEND I OO - Denotes Washington County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch i �) rebar, marked with RLS 40361 - Denotes Wetlands that were obtained from As -Built drawings prepared by AMI Consulting Engineers, PA and dated June 8, 2018. I c LIJ N 1 qN I IY1 I � d N I i q 0 25 50 100 C� a ( SCALE IN FEET ) z rn ui c W f0 01 C. C:a" m010 0()6'-"-• z -. M=VW zl� Vz L c rn w 0 J V fT Z � W W ID ol c 2 ID t Z a c W O O 00 a M z H O 1"1 a p� � °av Z 1"1 W 0 W LLI 3 W vI U J 'Jww V/ (� z Z m ~ C oo 0 v p J Q In O "' m z 0 C Z LL J Q In 7 J N 2 41 O U Iy REVISIONS 1. 6/23/20-Issued for Permit 2. 7/28/20-Addendum 2 3 3. 4. % 5. 6. t DRAWN BY: ]AB U ISSUE DATE: 06/23/20 6 FILE NO: 2122 e I hereby certify that this survey, plan or E report was prepared by me or under ra N direct supervision and that I am a duly ucen:ed Lane sprvevor sneer the law: of the State of Minnesota. fi Name: /ThyoJmas R. ff �Ballug Signature:jg; y A- Date: 6/23/20 License #: 40361 B S of 12 LC2 2 ------------------------------- -- ----- ------�- �-----a--- - az,.r �� as-----------z, p<---<---<---<-<---<---<---<---<---G<---<---<---<---<---<�--< <---<---<---�'v=a,2a �5B 9002 (RLS 44900. 1/2 / Y '1/ A /1 T 1°^ T [y���{'��T Al -pop- --North Line of the NE Quarter ofj�/ly n Pip.) Y VJ �(� v �. �R L L 1 / V. 5892� --North Line of Lot 1, Block 1, Section 30, Township 31, Range 21 - - - - - - -� �798,73 ROY MOLITOR THIRD ADDITION (RLSI4490o. /2 2 �, ape) A - 187.92 o dentv ron r s9 e6003 \ SB9.89\ m^ I l r s� ail iil �a�% I - o ° pp Mj Asa^soaa sea9 tI N I 11 (( I ao U II 1/IIII °ao ` I I WET LAND ill I d y< � Ito 0 I' _ 3��N yIJLI 1I1 III .I o a� I I l-t- jDraina9e & UtilityEament Per, Document Numbar4186330 � 4186331 1i 11 I Ii 110 1 M ra 5S se 9006 d l= �`��I IIIIC m �t1I ' JI mI \ 9s3 �93aaa 9aa7 0 II r, M\1/ / \ x 4I \� ,y= -�•� J �P89L40. n 9.e16'02- _-) ___�/r�Rw t - - - - - - -L > =azae r - T ► ` / CPEC 41495 EXCHANGE ACCOMMODATION HOLDINGS LLC PID:3 0-031-21-11-0006 n / ^ `\. w �, ARK V � /� -He . ^ my fe)-eze.4 my lup-eae.a e Me ] I--/7 ----I-----I-----I-----I- I Utility EasementI- - I--,-r--I---I-----I-----I-----I-----I- j -I-----I�----I--- III per 0 II 1 1 1---Docamen�* Numbers Z f / a <� 1I IIIII o 41863301& 4186331 i IIHHE O / I I I I 1 i3m I I i- IV�►�C - -95 \ sM I 1 I� 95.00 � - IRLS 44900, 112 EXISTING BUILDING N 1 -»L r FR--Northeast come of &P hLe Northeast quarter 40.00h`` of Section 30, j48�"v To 31, Range 21 9299009 I A � 'a 66 901 � 1 Drainage &Utility Easement per Documend��� +� �\ Numbers 4186330 & R, l +� \ 4,jj36331 � 1i 1 I`�\ `lLs9�}31.08� S89°45.28"W �pvI ,I' ____._ ___17400_ I- _ a N 1 > antl,,l, P d Area m1 �I_-a I� �� gyp\'• u. _7771 T 4 � I � ro^ N I II LL-1 -f\ I /) 140, �I T I I I r� ) 1 41 m1 ^ao to I I"< o low dlw� 0�m TO = \ n \ \ \ __ Drainage and Utility Easement per the /��'�Plat of ROY MOLITOR THIRD ADDITION (to r Line Lot -X � �----------- -i e•av r I b9 vacated �_ -t-r--I-��� -- �- - - - - - - 1---South of 1, Block�N -932--�L�FO.Y 1dDLlTf)�D:118D ION �ODIT -- \✓ ---_ A A A n I -aArT - N89 33 08 W 895.01 ., I T /1 �) f- - - - - - - - - - - - - - - - - - - - - - A - - - - - - - 44: IVI ll L_ 1 IL \/ /\ 1 lJ 1\ OWNER: n XCEL ENERGY -' L_ v AI /`I< A fl rl I T I v L/ V I\ T� V V I I I IRLS nen Iron I lJ I v PIG: 30-031-21-14-0011 L� �- V � II li A I ' II I I I I II I I I I I I I VICINITY MAP (No SCALE 14oth �n, 4 N I I LG ✓ i ly° City of Hugo Washington County, MN Section 30, Township 31, Range 21 N 0 25 50 100 ( SCALE IN FEET ) PROPERTY DESCRTP7I6M (Per Supplemental Title Commitment File No. 55694, dated April 19, 2019 prepared by Commercial Partners Title, LLC, issuing agent for Steward Title Guaranty Company) Lot 1, Block 1, ROY MOLITOR THIRD ADDITION, Washington County, Minnesota (abstract property) GENERAL AUTE3` 1. The field work for this survey was completed on June 15, 2020. 2. Bear;ngs shown are based an the North line of Lot 1, Block 1, ROY MOLITOR THIRD ADDITION, Washington County, Minnesota, which is assumed to bear S89°I6"02"E. 3. Surveyed property address - 13676 Fenway Avenue North, HUGO, MN 55038. 4. Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digging, contact Gopher State One Call for en on-,ite Iocation (651-454-0002). 5. Improvements and topography shown are a combination of As -Built, Drawings prepared by AMI Consulting Engineers, PA, dated June 8, 2018 and field work performed by Carlson McCain in 2020. 6. All of the drainage and utility easement, as created and dedicated on the plat of ROY MOLITOR THIRD ADDITION are proposed to be vacated. 7. Benchmark: Top Nut of Hydrant located app- 120 ft. northwesterly northwest comer of the existing building, a, shown. Elevation = 932.85 ft. Top Nut of Hydrant located at the southeast comer of 140th Street M and Fenway Boulevard M Elevatton = 934.51 ft. LEGEND OO - Denotes Washington County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 - Denotes Light Pole - Denotes Miscellaneous Sign or - Denotes Existing Tree O - Denotes Sanitary Manhole O - Denotes Storm Manhole ® or ® - Denotes Catch Basin - Denotes Fire Hydrant - Denotes Gate Valve a - Denotes Cleanout - Denotes Sprinkler Head - Denotes Guy Wire °a - Denotes Utility Pole - Denotes Mail Box 11 - Denotes Telephone Box 0 - Denotes Electric Transformer ❑ - Denotes Electric Box X - Denotes Gas Valve o - Denotes Gas Meter 0 - Denotes Soil Boring - Denotes Underground Telephone - Denotes Underground Electric - - Denotes Underground Gas �,. - Denotes Underground Television °m - Denotes Underground Fiber Optic °n= - Denotes Overhead Electric ------ - Denotes Watermain --->--->- - Denotes Sanitary Sewer >>- Denotes Storm Sewer - . - - - Denotes Existing Fence as noted - Denotes Gravel Surface I- Denotes Concrete Surface - Denotes Bituminous Surface - Denotes wet lands that were obtained from As -Built drawings prepared by AMI Consulting Engineers, PA and dated June 8, 2018. Denotes Existing 2 Ft. Contour / - Denotes Existing 10 Ft. Contour z 2:0) i ai m C I}71 10 ah O• N CD M 0 �VW zt_ Z UZ d U 0) VJ IT Z � W W 4_r M C 2 ro fo M 40' N � L Z a c W O O 00 a M V/ z O O r6 M 0 0 O z a� O rU^ LLI L� V F IS z LU Fel = H X U W U J J vi (7 Z Zm Fri ~ C W O O JQIn O 'n Z 0 C z L rn Q � O J N 2 / ON L)i r) O U Iy REVISIONS 1. 6/23/20-Issued her Permit 2. 7/28/20-Addendum 2 3. lt 5. 6. t DRAWN BY: AS = ISSUE DATE: 6/23/20 6 FILE NO: 2122 9 v I hereby certify that this survey, plan Or e epnrt was prepared by me nr under my d direct supervision and that I am a duly Licensed Lane sarveyor under [he laws Of the State Of Minnesota. fi Name: Thomas R. Ballluutf Signature: Date: 6/23/20 License #: 40361 b" C3 of 12 \ \ \ / LIVTI _906) I 01C m LL_V�I\I-- W L m O\ OWNER: I < I' _ _ _ . \ \ / / FENWAY PLACE & � \ / / KETTLER CONSTRUCTION INC " = I s r� �- - C ^ 4_ O• N O l0 \ PID: 19-031-21-44-0�\ FRI / 034 y > �' \--- qq , Z X \ %--- ❑ I s 'r- r- n / n i / n i, r-i pi OWNER: �� L - / l� U o �» rr rrcv » MICHAEL Tom. &EDESRA R. v L W Z ILL K o,-0068 \ _ _ _ w - <x< --- C �° 930.�2 _____ \�_� 9�to y4x4° I P .v L___{M----- M----{cr j �M____{M____{M____�M____� `---M-TM--_-M �a1{M_ fM____fM _____ M {M____fM_______�M____fM____fM� f 93 3 ' °D ------------------------------ o-- ----- ----- /���-� - ---- TC 4 A n r I I C r p r- r r AI 93o.oa a vp III e3 6 1 Tc,s C i _ - SB 9001 -M >-->T--> 4• avc >- _ >� -_ _______-____________�- / / f�_______ 669002 fix_ \\, _° � / __ _ __ a alx=aaa.4 __ 9 j930.61 � 'P4L wws,aw r a•ew a.W9Jz6 IaT s aMortheast co ner of the 0 15 30 60 ll ,� <__-<---<---<---<---<-- <---<-- <---<---<---<---<---<---<__ I _ i'p F--_L-Nor heast Quarter of h'cU 61 ' 30.61- � Z / fa• TC cv f /f <___<__�<___<___<___<___<___<___<___<_-r-<___<____<___<___<___<___<___< xv - -I- 30, Townshipr31, rRange 21 n O O --_-North Line of the BE Quarter of o z �w-+ - nv d J ,z'aro IT t _-North Line of Lot 1, Block 1, Section 30, Township 31, Range 21 NOO'16'17"E__ ( SCALE IN FEET) M d 9C1.45 ROY MOLITOR THIRD ADDITION 40.00 s3azg ° I / 798.73 �cL' 44900, ) VTC yL R ITch Iron Pipe) 930.)4 9302 •µ- X - I 30A23 _ Tc Tc 18792 _ 80.00_ 3 6 LLB °'I s,uH --- �y/------- T----szs-_�- - - - --_ _� _ ,�I o 0 I __ _ \ i----- �-c<---<�a n "v-razz s3o.>>0 �__�_45 ____ 80 I I M 9z0az \ 4 " I QMTRAL NO)MI H H i 1. Bearings shown are based oa the North line of Lot 1, Block 1, M 4 ^ O ROY MOLITOR THIRD ADDITION, Washington County, Minnesota, 0 ^ 0 aasa II / A_/ O which is --ad to bear 589%6'02"E. 0 ° M1, / a III 1r, �N Zo w v 'Io I I J �� ) o 4 r,.2a r r,.25 I al III 3°M H a J I �i' ,° A'F ! =i -I F w�5 IVI I ��/ E 1 10T a I I Ss 9012 ¢ - N LU 7 9006 dos ^ LIj LEGEND X SS I I v W o n 1 II ^ - J O - Denotes Washington County Monument, as noted V m„ } • - Denotes Found Iron Monument I ,1 WET LAND >u< I I I� p '" I -� ' I < \ O - Denotes 5/8 inch by 14 inch / ? 93 z '=1 rebar, marked with RLS 40361 To ng v m1"s Denotes Light Pole /-F----_-__ Drainage & Utility Easement per ,%� I �I � Document Numbers 4186330 & 4186331-===-__I I i L Denotes Miscellaneous Sign / L Denotes Existing Tree Denotes Sanitary Manhole V V l I Denotes Storm Manhole A, J Denotes Catch Basin �SB9950<� Tc A 0 _ Denotes Fire Hydrant_ V/ Z TC-5 D-Denotes Gate Valve z H 00 932 7l C� o- Denotes Cleanout Q v re) m C� J > N Denotes Sprinkler Head Q N 1 _o` T 932.oa \ C 0 T 1221my ° \ \ t0 T LI_ m - -Denotes Guy Wire = to Z t77p 1 ^ I •�• o ' °i • I < \ `g -Denotes Utility Pole Q C Nag°21'40 E -�---:.-- a--- �- _ I N °• I• ° o aJ O 'e z LL __ � 932.59 9324a -Denotes Mail Box 9C0.64 9C0.T3n " 5B 900 chain unk Fence "'a .ss ', 7C 'S. 1 £ 9 I I m 0 -Denotes Telephone Box J N 2 a3o \ ;`' ` I I J e o�.a9 _ 0 - Denotes Electric Transformer aI M 930.43 xa6 9010 e32s5 Tcz.z' , I �I J ❑ -Denotes Electric Box o eT n ry \� 9z9.sz OWNER: 930.6, \. \__ `\ r` I I 1 I P I 6T CPEC 41495 EXCHANGE ^ Tc ; ' n 1 I C D4 - Denotes Gas Valve V 1 "COW..A110N HOLDINGS LLC \ ��� - < \� PID: 30-031-21-11-0006 r\ \ _Drainage & utility Easement per III ' - o -Denotes Gas Meter I"I T Document Numbers 4186330 & 4186331-1_�\--F�` I I �I / <� B ere �� - 929.48 g2g 69^ Tc s =' N. N, r\ ' 0 -Denotes Soil Boring / mw°aas eT FT ^ \� o o x\ j I �. - °� °� - - Denotes Underground Telephone $ 93 s I V =1'r III li v J - °< °_ - -Denotes Underground Electric REVISIONS TC .6 *\ \ o _ \ 0 n ,I// - - g 1. 6/23/20-Issued for Permit m & x ^ area .IL`C\\ se son 1/ ° ° -Denotes Underground Gas 2. 7/26/20-Aaaenaum2 - ry 9z9a9 J h \ r�\\ S89'45'28"W Is' nca 17- D0_ _ _ _ _ _ II _n J_ _ _-._\, 9C2.o9 I V ILI L�L- V li! \ 4. eT 9z9ss g3. d----- --_- ______--_-----_-_17400 --- 932aa Ir °,. - Denotes Underground Television 3. LanascaPe ' / OT TC ]9 \, 1`_ v______L__._ ___ TC J naw-an.e _ III.-� v1 s>M" - ?�i�s3^-" r 4 0`" = Denotes Underground Fiber Optic / wosz�s5. B " z, I \ , k » -j>- » -»-�i j� _ _ _ wv3ez's�i » To »--_> i ° P, \\ JT \ ----_ _ Denotes Overhead Electric hs3os0 ti 6 m r Q;T a, va.rd rvlwez0.3 ISSUE DATE: 6/23/20 U / 930 x x ^ sr ` r § I - Denotes Waterman DRAWN BY: JAB BT 93o.a3 ----- IT m mini = -cl °a --__-\rc19J --- 99T ez 1 9� 430.2 11/ _Denotes Sanitary Sewer 'p / - ---- - BT ^ 3 -� 933.oe :. x� 1 TC FILE N0: 2122 / -- ---- ---- Tc 4 To I a l 93o.Tsr" 93�J _ » - Denotes Storm Sewer ' 930.13 �` 931.14 \ T -- e3o T3 x 930.91 is r 93 as ml 93z ao a • • II v c I Vic12< „` -Denotes Existing Fence as noted -------I------I- ------I----------I--- ------ e3oa \` m cc 931.71cTc 8 ^ m 1 9 n 9 6 B e v < _ _ eT \_e �k rFe�= � r 9I I BT - Denotes Gravel Surface lnerebv=ertiry that mis ware",' or E 93 a 1931.61 931.92}3 C L report v+Pe Pvis one6 by me ar untler my / er s 93 a direct 'up ana mat I am a dw - 3 1a s39.00 :� 93 A. - Denotes concrete Surface Lioenaed Land surveyor under the laws z :31.1 931.68 = m c6 mx c 1 • Tc 1 I v (Y \ 07 1'1 0 of the state of Minnesota. o e _as,a Tn I 93 1 11 = I I _-I W o sc1 cE 34 ,s ° - Denotes Bituminous Surface ° STMH a&.IC 'A = TC1 T1 I I Name: Thomas R. BautP g ° wwgv.o 93os3 Tc ° °_ - �yy5q I V W N� 930.04 "9 I" T ° °. I I a N Signat re:,y'j�.,r XI 570.0 _ 931.aT ° 931.66 O I j°'-"•1 -Denotes Wetlands that were Tc> c -a-p obtained from As -Built drawings W LN six°�� I •.I a 80 xI III\' I ai Iv C� O� prepared 2098.EngineersbPA alnd datedJune8, Date: 6/23/20 License#: 40361 j EXISTING BUILDING 930 �� I 5uj I �/ -Denotes Existing 2 Ft. Contour C^ o N IB .4z i ` N t �o / of /N m Denotes Existing 10 Ft. Contour 12 II II I "� Knp REMOVE & DISPOSE OF E%. GRAVEL DRIVEWAY. `4 'i I 5 all I �s — V. — __________-__________ � �� �,� a —fie V re EXISTING GRAVEL DRIVEWAY ------ d,,I - �O+"r��'+e-19sex. — _______ = „I -FM ----- FM�-'-'--- REMOVE &DISPOSE ---_-_-----_ __ OF EX. CONCRETE II I 140TH STREET N = M - >-->r-->---> 1,-- _ i � arx-sa— — Pow.=sse.a - I I m,, sIx .z ruv-sra. Gv Qn -<--$<---<---<---<---<---<---<---<---<---<-<---<_e•vrc<---<---<---<---<---<---<---<--Marx-mz.. - rr wr- - I L dr'� v sMx -- 1.-j_ as_I— REMOVE & DISPOSE OF REMOVE & DISPOSE OF EX, REMOVE & DISPOSE OF REMOVE & DISPOSE EX. 30 RCP STM SWR. CATCH BASIN MANHOLE. EX. BITUMINOUS TRAIL. OF EX. CONCRETE j•I II `& CURB & GUTTER. „E .p , w r � � 92 REMOVE & DISPOSE OF 44 I I aw- _—_ EX. 30" RCP STM SWR. Mill '=W ' Y I I I �«-- II Z I I REMOVE & DISPOSE OF I v E%. STORM MANHOLE. A II Q I I =I I w a 'll m, I I li II I I Q I T Oy ? .II LLJ LIL EXISTING WETLAND avc> U t' I REMOVE & DISPOSE OFap EX. 30" RCP STM SWR. mn _ Y' j I III I v n1 I I I I I I I III �Z _ 7- I v rxv-szs.s^ s.r REMOVE & DISPOSE OF i ' '� • . n EX. STORM MANHOLE. y se Ir `/ -- -- —=— X It yl I I szz REMOVE & DISPOSE OF I I V EX. 27" RCP STM SWR. 1 REMOVE & REPLACE EX. O =I V \ FENCE AS REQUIRED. I - REMOVE & DISPOSE OF Y' EX. 12" RCP STM SWR. n II I �c I n REMOVE &DISPOSE �I �-� �'®asr-sass OF EH. BITUMINOUS I v n n II REMOVE & DISPOSE V OF EX. CONCRETE I _ +,5 BROTECT EX. CURB & GUTTER, n iw4 CONCRETE APRON REMOVE & REMOVE & DISPOSE 'n SAWCUT MILL ° -ssr.s - V EXISTING BITUMINOUS ar4v =eas.a \ SALVAGE EX. OF EX. BITUMINOUS Nu_91z ,w.M szao HYDRANT. rs rs�a n r i REMOVE & DISPOSE OF EX. FENCE n REMOVE & ADISPOSE OF EX. (STORM MANHOLE S, F=(D- _ REMOVE & DISPOSE OF b 1� eti e I ' ;= �ingix av-szc.s _ Y alu sw.3 ,a n EXISTING LANDSCAPING \ W REMOV & r� REMOVE & DISPOSE j� COORDINATE W/IRRIGATION SALV EX. GATE. \ L - n I \ OF EX. CONCRETE I_ i V COMPANY ON REMOVAL \CURB & GUTTER A _ < rr F OF SPRINKLER HEAD. �� I V 1 _9 EX3IS BI Y� • os rrv-sz --->---> —> >---»I—II 911 � "Mv=area�a II II (III I I a1 EXISTING BUILDING 11 I 11 II d "I t I� i II II II j II I i ii II N I i �. REMOVALS PLAN LEGEND EXISTING REMOVALS PROPERTY LINE RB -------- BITUMINOUS --------------- GRAVEL --------------- 0 CONCRETE REMOVAL 0 0 BITUMINOUS REMOVAL 0 LANDSCAPE 0, SAWCUT -------- CURB REMOVAL STORM REMOVAL FENCE REMOVAL HYDRANT GATE VALVE Dd LIGHT POLET ELECTRIC BOX 0 SIGN -� CONIF7 DECID. CONIF. DECID. TREE TREELINE �YYY1 REMOVAL PLAN NOTES 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE THESE ACTIVITIES WITH THE UTILITY COMPANIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS AND FEES ARE HE THE RESPONSIBILITY OF TCONTRACTOR. 5. ALL SAWCUTS SHALL BE FULL -DEPTH CUTS. N 0 15 30 60 IN FEET ) BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest co e of the existing building, as shown, m Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 1400h Street N. and Fenway Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG / Know what's below. `It"Y Cal I before you dig. 0 In z ' Z (3) 00 61 O• 70 Lr. M L Ln Lo y zoz O VWE S m0 C 0 UM too^ H O 0 00 w a QJ v `0 GO � O M W C O z a Z 0 Z .j a c0 av J c a � � Q W o° „I = Uj U U J J Z a, ~ C 00 N O J Q In _ 0 z Z LL rn a In 7 J N 2 OJ lY On 0 I-- REVISIONS e m 1. 6/23/20 Issued For Permit 2. 7/10/20 Per City Comment 3. 7/28/20 Addendum 2 E 0 4. a 6. a 6. 6 DRAWN BY: KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 B a I hereby ce,, p Nat Nis plan, specification o or repo u was ,on a d by me or ur , my Lirect Pmfsion tl that I a duty e m Licensed Professional Engineer under the m I- of the State of Minnesota 3 Name: Brian J. KrystoHa,k', �P.E'. A Signature: s � m Date: 6/23/2020 License #: 25063 C5 of 1 2 \ � I \ / CONSTRUCT TEMPORARY SEDIMENT BASIN \ W/TEMPORARY PERFORATED RISER PIPE I \ / (SEE DETAIL) ___ _ _ _ II INSTALL ROCK SWALE-932 -J add�_ -�-_- - /_ _ _fTIODBOTTOM S IMENBASINTEMP.q�l1,doFM=-==flal �M--r_ y.�-__-F cFM____{{M____ M -<M_----FM-140T] �-�A�_�: M____{M�` 44 •- +oo1290 <- .Sa--�•• .�•ww9 926 TC 29.8 `JO 28.5 TC 3 «-- / EXISTING POND i ••-,� NWL = 924.0 ��� HWL=928.5// /���/� / �� / / T. BW 32.5 \ TW 32.0 B W 28.5 RETAINING WALL #1- / TW 30.5 OUTLOT A I EXISTING HWL = WETLAND 928.5 I TW 29.5 BW 28.5 ' I I wwszso^ M ll-� - ��- -_ .8 19+00 a TC 30.4 -- ROCK CONSTRUCTION 31xo C 317 ENTRANCE 2------ 4 32.9 Q5 3.07 30.0 1 x 30.4 �----------R----- -.-�. V I \ 30. \��mu-sze.i x 92940 Xlhz9fis I 30q-�29.4, Ilr �T 929.9 I 1 PROPOSED /BUILDING FFE=1933.5 I I II i 9.5 2� 5 lIIIIF__li lI __liIrtI yI 9 29.5x 30.1 YO2 II I I I 2.7% MI I I I I 4. %28.4 22% 29, b31.yy• VI 2°/• 9.66 �1� .• 29 0 e aT� x / .,\: •28.7,� � 9. ' 2 .7 � 29.5 4x I e5 •. 8' : x oI >w 30. 30.5 , 2 •\30.6 ' "s .0 t --------------I--------------4-I----��ao.e4-�-�\ 1� 9 a- X BT x BT1.aa �._. yV'6 so.Y EXISTING BUILDING o�30.75 oo +to.t7�- j-- WETLAND IMPACTS 1. NO WETLAND IMPACTS ARE PROPOSED FOR THIS PROJECT 1 17 «R 1 tLiI- 12' FU END SEC GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF HUGO SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES 1. ROCK CONSTRUCTION ENTRANCE, SILT FENCE, AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED. 5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL TEMPORARY SEDIMENT BASIN W/PERFORATED RISER PIPE (NOT TO SCALE) LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE ------ ------ CURB LINE BITUMINOUS PAVEMENT [- 0 CONCRETE PAVEMENT SANITARY SEWER --->--->- STORM SEWER --->>-® -»-JM WATER MAIN ------ UNDERGROUND GAS a9 UNDERGROUND ELECTRIC ae UNDERGROUND TELEPHONE �t MANHOLE 0 HYDRANT b GATE VALVE IA LIGHT POLE SIGN T 10' CONTOUR to4a -1040 2' CONTOUR - toae -1038- SPOT ELEVATION (CURB ELEVATIONS 00.0 ARE TO GUTTER LINE) TOP OF CURB ELEV. T 44.3 GUTTER LINE ELEV. 0 43.8 E.O.F. EMERGENCY OVERFLOW as • *0 000.0 SILT FENCE + ..... - MODULAR RETAINING WALL #1 (446 SF) 934 TOP OF WALL 932 II 930 \\ \ GROUND GRADE \ ® FACE OF WALL 928 \ `\ I \ 1.5 BURY \ 1 I \- - - - - - - - - - - L - - - - - - - J 926 924 L20' 0 20 40 60 60 100 120 140 160 N BENCHMARKS 1. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest co of the existing buildin 9, - shown rn Elevation = 932,85 ft. 2. Top Nut of Hydrant located at the 0 15 30 r southeast corner of 14Dth Street N. and IF- y Boulevard N. Elevation = 934.51 ft. ( IN FEET ) CALL BEFORE YOU DIG � Q e Know what's below. Call before you dig. or, Lin Z 01 bj LU M CO V it O• 0 ILA M L Lin l0 y Zoz^ - CO) Z X Z DI VC LL W�m0, V -o^ O H Cr W ` 2 a QJ v 0GO�� 15 M W C 0 z a ,z z � a LUO z 0 C N C 0 Wo r- m 00 3= w z 0 2 O cc U LU V) U J J !A zv ~ C 00 O J Q an O I^ T z z LL rn aLn= J N 2 01 tY On O 1- U REVISIONS g 1. 6/23/20 Issued For Permit m 2. 7/10/20 Per Clty Comment 3. 7/28/20 Addendum 2 E 0 4. a s. a 6. 6 DRAWN BY: KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 I hereby cerbfy Nat Nis plan, specification E repo u was prepaand by me or under my BE direct pervision d that I a duly Licensed Professional Engineer under the i laws of the State of Minnesota 3 Name: Brian J. KrystoNak, P.E. Signature:_E s� m Date: 6/23/2020 License #: 25063 8 LC6 of Ll2 J II 1\ ---------------------- rs�u-szs.. wwels.a 140TH STREET N. 1 — „ _ 'lis C I OUTLOT A EXISTING WETLAND I I I W EXISTING FENCE 1 SEE MECHANICAL PLANS FOR INTERIOR FLOOR DRAIN DESIGN. c �'®mu=nzs.l p 2 I 2 J, RELOCATED GATE b 2 EXISTING BUILDING bO (TYP.) I n I I SETBACK �I I a I I MECHANICAL ROOM I a 109 7 O a, I >� )POSED BUILDING 22,580 SOFT. (SEE ARCH. I e TYP. ICLOS GARAGE _ � 4600 SOFT.-- r- I II I II , <<° <� x azao I � �a 1 I I , I I. �N 0 10 rw— I s ,„wszsa I NI C I v I �gl v •I /III V ml�_ I IL sil' i i I I' ma's II III I V � I I LEGEND EXISTING PROPOSED PROPERTY LINE--� EASEMENT LINE CURB LINE ___________ BITUMINOUS PAVEMENT �0 LIGHT DUTY HEAVY DUTY CONCRETE PAVEMENT SANITARY SEWER --->--->- > STORM SEWER WATER MAIN-----�— UNDERGROUND GAS es UNDERGROUND ELECTRIC ee UNDERGROUND TELEPHONE ut MANHOLE 0 HYDRANT `O' GATE VALVE Da LIGHT POLE SIGN SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BUILDING UNLESS OTHERWISE NOTED. 3. ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 4. TYPICAL PARKING STALLS ARE 9' X 1&5', 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE INSTALLED WITH CAST IRON TRUNCATED DOMES. 6. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX. SPACING: WALKS-8' O.C. ALL OTHERS-10' O.C. SAW CUT CONTROL JOINTS MINIMUM 3 CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. .ALL OTHERS-40' O.C. .AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. s�����o�� Q LANDSCAPE AREA. SEE LANDSCAPE PLAN. (�2 MATCH EXISTING CURB & GUTTER/SIDEWALK/PAVEMENT. 03 CONCRETE VALLEY GUTTER. ® CONCRETE STOOP. O5 MODULAR BLOCK RETAINING WALL. MANUFACTURER/COLOR PER OWNER. © PEDESTRIAN CURB RAMP PER CITY DETAIL. (�7 6" CONCRETE FILLED PIPE BOLLARD SETBACKS - MINIMUM FRONT BUILDING SETBACK 30 FT. - MINIMUM SIDE BUILDING SETBACK FROM PROPERTIES NOT ZONED INDUSTRIAL 40 FT. - MINIMUM REAR BUILDING SETBACK 30 FT. - PARKING SETBACK FROM RIGHT-OF-WAY 10 FT. - PARKING SETBACK FROM LOT LINE 5 FT, NOTE: INTERIOR PARKING AREAS THAT DO NOT MEET THE MINIMUM SETBACKS WILL BE SUBJECT TO CROSS PARKING & ACCESS AGREEMENTS, BENCHMARKS 1. Top Nat of Hydrant located approx. 120 ft. northwesterly northwest corner of the existing building, as shown, Elevation = 932.85 ft. 2. Top Nat of Hydrant located at the o.theast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.57 ft. N 0 15 30 ( IN FEET ) SIGNING AND STRIPING NOTES 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND CURB UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, CONCRETE FOOTING AND STEEL CASING (IF REQUIRED). 3. PARKING LOT STRIPING SHALL BE 4" SOLID WHITE PAINT. 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT, 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR RETRO REFLECTIVITY AND INSTALLATION. SIGN SCHEDULE (PER MMUTCD) STOP SIGN: R7-1 (24"x 24") (2 TOTAL) @ HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") (2 TOTAL) © BARRICADE: X4-11 (18"x 18") (4 TOTAL) ® NO PARKING: R8-3 (12"x 18") (1 TOTAL) PARKING SUMMARY STANDARD STALLS 32 HANDICAP STALLS 2 TOTAL STALLS 34 S� ADAZTA EXISTING ZONING: BP (BUSINESS PARK) PROPOSED ZONING: BP (BUSINESS PARK) TOTAL AREA: 70,311 SF HARD SURFACE AREA: BUILDING: 22,580 SF 32% ENCLOSED GARAGE: 4,600 SF 7% PAVEMENT: 33,249 SF 47% TOTAL: 60,429 SF 86% PERVIOUS SURFACE AREA: 9,882 SET4% CALL BEFORE YOU DIG 15. Know what's below. Call before you dig. rn 1n Z O• 0 L Jrl� M � y ZOZ^ Z -0 C LL VWco 0, V ��o^ o 6) 2 L -4 00 200 a QJ v ` Q ID 15 M W C O t a Z 0 Z J ~ a O Z C � � C ii oti HLU m H _ FI CJ) _ U U J J Z a, ~ C 00 G v o J Q an 0 I^ T Z t' C Z LL 01 Q M 7 J N 2 rn �071 0 U N REVISIONS g 1. 6/23/20 Issued For Permit a 2. 7/10/20 Per City Comment c 3. 7/28/20 Addendum 2 E 4. 6. 6 DRAWN BY: KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 ? B a I hereby certify that Nis plan, specidca[ion o repo u was 1,n a d by me or urMer my Lirect pmfsai tl that I a tlule Licensed Professional Engineer under the i laws of the State of Minnesota 3 Y Name: Brian J. KrystoBa,k', �P.E'. A Signature: a 2 !S- s Date: 6/23/2020 License #: 25063 L A12 of \ ------------------- � \� L L- CONNECT TO EX. ° - J V DEPTH PROVIDE TEMPORARY GRAVEL 12Dip VERIFY M. J g H& ' ENTRANCE FOR EXISTING GRAVEL DRIVEWAY 12"X8" TEE LOCATION) 1C 50'-4" PERFORATED 8" G.V. 8 I •° PE DRAINTILE &BOX 1ABE D s BE EXISTING GRAVEL DRIVEWAY -��� �. --FM ------ pfM____{M____ {M____ {M____ 2" DIP W TERMAIN 140TH {M____{M--'= {M____ _ __ {M�. STREET N --- 9294 ta+ao _1 12" PLUG [s+ [s n <--- <---<---<-_ e•vuc aTla-la- CONSTRUCT TEMPORARY 12" DAYLIGHT DRAINTILE TO , PERFORATED RISER PIPE TEMP. SEDIMENT BASIN (SEE DETAIL ON SHEET GE) V 75-4" PERFORATED PE DRAINTILE REMOVE &DISPOSE OF- r 5 ,6 -12" CMP ® 0.50% (TEMPORARY) �cX. 30" RSTM SWR & CONNECT TO EXISTING. - (FIELD VERIFY) Y wv aw i\l,e « CBMH 101 12" FEE, IF 924.7 RE 931.80 EXISTING POND (TEMPORARY) IE 926.65-15" E IE 922.07-30" S PLACE 6 C.Y. / EX. IE 922.07-30" W / RIP -RAP CIE. 3� (FIELD VERIFY) (TEMPORARY) \ / 178'-30" RCP OUTLOT A ® 0.25% I Y / EXISTING WETLAND I I50'-4" PERFORATED PE DRAINTILE II CBMH 102 RE 928.33 �\ IF 924.83-4" DRAINTILE IE 923.51-12 E IE 922.51-30" S IE 922.5,-30" N \ 96'-30" RCP 00,16 0.16% 12' FES ` CIE 9t6.1� 50'-4" PERFORATED PE DRAINTILE 56'-15" RCP ® 0.50% -<---<---<---<--- CBMH 107 RE 932.03 127'-12" RCP IE 927.To-, 2" E ® 0.50% IE 926.93-15" W HYDRANT 5-6" DIP OIL. 52 _ I � � I I ---T I *8" DIP WATER SERVICE. " INV. t925.5 (FIRE & DOMESTIC) I !O 1 I T I PROPOSED BUILDING � FIFE = 933.5 EX. 6" PVC SAN SWR SERVICE IE 921.29 (FIELD VERIFY F- DEPTH &LOCATION) 37'-12" PVC ® 2.00% }I (FOR ROOF DRAIN)* P INV. 924.25 RE12" MOVE &DISPOSE OF EX. RCP STM SWR. I I � c n �\ 103'-12" RCI n ) V SAWCUT, MILL & MATCH _ 1 EX. BITUMINOUS -1 CBMH 103 _n •• • L RE 928.33 l IE 924.83-4" DRAINTILE IE 922.67-30" SE IF 922.67-30" IN I I 2 OCS 1GO RE 930.35 IE L IE 926.53-15 E _ _ , TOP OF WEIR: 92&0 I 32'-15' RCP �\ � .42 CONNECT TO EX. .40 I RCP. INV: 926.40 -� A (FIELD VERIFY) � / PLANS FOR TRI INSIDE GARAGE I I l i I II li I II I I 45'-4" PERFORATED UPE DRAINTILE 50'-4' PERFORATED PE DRAINTILE . ........ I II 64'-30" RCP I�® 0.16% _ --I-----I-----I-----I- a nw-I-----I-----I--- i I-----I-----I--�\ ItP6>-�- nCONSTRUCT CBMH OVER •\ EX. 27" RCP STM SWR & CONNECT TO EXISTING.-•�^ b Pow-asi.a (FIELD VERIFY) -_ EXISTING BUILDING 15" RCP UT bT OT \f 6" (A I 1051 I W a Ig'a I I I I I I I � INm I I u q I z I r�l v>> °'-F, ° I- - -_->--->T---> e•rvc> I air. - ,...I I;y Ian I = v rzawl- �-- ADJUST EXIS ITING SAM i I SWR MANH0 RIM �11 EGA I EL: 930.6 CB 108 RE 931.73 a IE 928.23-4" DRAIN_ II I IE 927.73-12 W �50'-4" PERFORATED 69R PE DRAINTILE Z I p Q ill W Q m I G SAN Q I � I I I I I .III I I I I II I I ; al I I �I II I SWR MANHOLE RIM EW 9 2.4 I ry� I I Q i I o I ?i Iml � it I I I II MINI I � I I I- I I r I ! I CB 106 RE 927.83 E 924.33-4" DRAINTILE I 4 RCP SW 1 �,IE,923.83_12" 50'-4" PERFORATED Y II I PE DRAINTILE ADJUST EXISTING STM 3 SWR MANHOLE RIM 4m I EL: 930.5 u a » A� »---»W Y-» _ - srue ., vI���Ir\Ye / ° HYDRANT W/G. V. 33 r •(SALVAGED) n=I r\I -_----�_e-°--EX I 1 1 8 -_ y 22 -6 DIP CIE. 52 -GND-€L932.7 t� 1 :III�y-iLDPWMV CBMH 104 RE 928.70 17 L I' ° y ° CONNECT TO EX. 8" DIP WM 1 _ IE 925.20-4" DRAINTILE _ IE 923.04-15" E i n > I�- .' °W/8"X6" WET TAP W/6" G.V. & BOX. (FIELD VERIFY IE 922.77-30" NW I EX. IF 922.77-27" SE (FIELD VERIFY) la SA WCU(, MILL & MATCH, i DEPTH & LOCATION) ICI yyy-?vu INOUS___ .a a w a." ae L I------- •t-_____ nR�-- 'I ------ �^ r----- Al i l i UTILITY PLAN NOTES 1. GOVERNING SPECIFICATIONS: THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION', THE CITY OF HUGO STANDARD SPECIFICATIONS AND THE MINNESOTA PLUMBING CODE. 2. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS & THE MINNESOTA PLUMBING CODE. 3. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN. 4. A MINIMUM OF 2.0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 5. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF HUGO PUBLIC WORKS DEPARTMENT. 6. CATCH BASINS IN THE CUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 7. ALL CATCH BASINS SHALL HAVE SEDIMENT CONTROL BARRIER INSERTS INSTALLED ONCE CONSTRUCTED. 8. ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. 9. CONTRACTOR SHALL ADJUST EXISTING MANHOLES CASTINGS TO BE FLUSH WITH PAVEMENT. * FINAL LOCATION OF SERVICES & DOWNSPOUTS TO BE VERIFIED WITH ARCHITECTURAL AND MECHANICAL PLANS. STORM SEWER SCHEDULE STRUCTURE NEENAH CASTING or EQUAL TYPE & No. SIZE CBMH-101 84" DIA. R-3067-V CBMH-102 60" DIA. R-3067-VB CBMH-103 60" DIA. R-3067-VB CBMH-104 84" DIA. R-2573 �k CBMH-105 48" DIA. R-2573 �k CB-106 24" X 36" R-3067-VB CBMH-107 48" DIA. R-3067-V CB-108 24" X 36" R-3067-VB OCS-100 48" DIA. R-1773-A *TYPE C GRATE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT LINE CURB LINE BITUMINOUS PAVEMENT CONCRETE PAVEMENT SANITARY SEWER --->--->- �)� STORM SEWER -->>-M WATER MAIN ----I -I- UNDERGROUND GAS u9 UNDERGROUND ELECTRIC ue UNDERGROUND TELEPHONE "t MANHOLE Q HYDRANT GATE VALVE D4 LIGHT POLE > SIGN UTILITY CROSSINGS Q1 TOP 8" SANITARY: 91&3 BTM 8" WATER: 923.2 CLEARANCE: 4.9 FT. (FIELD VERIFY) 02 BTM 12" STORM: 927.1 TOP 8" WATER: 924.8 CLEARANCE: 2.3 FT (INSULATE CROSSING) N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. Top NO of Hydrant located app- 120 ftnorthwesterly northwest come of the existing building, as shown, Elevation = 932.85 fL 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fen way Boulevard N. Elevation = 934.51 ft. CALL BEFORE YOU DIG / Know what's below. `It"Y Call before you dig. 0 <n Z 01 > LU M O y ZOZ^ - CO) X 5 � C LL VW�m� V ��o^ o 6) 2 L -4 W `0 CO � O M w C O z a Z 0 Z O a a� IZ .J F o° N � W � � w = U U J J Z a, ~ C W N O J Q In _ z Z ILL m a I„ J N 2 01 ti On 0 U > p REVISIONS g 1. 6/23/20 Issued For Permit a 2. 7/10/20 Per City Comment c 3. 7/28/20 Addendum 2 E 4, a s. a 6. 6 DRAWN BY- KRO DESIGNED BY: WK ISSUE DATE: 6/23/2020 ? B a I hereby certify Na[ this plan, or nda, 1, o or repo u was prepay d by me or uMer my direct pervision d that I a duly C Licensed Professional Engineer under the S.laws of the State of Minnesota 3 Y Name: Brian 1. KrystoHa,k',, P.E. Signature: s� m Date: 6/23/2020 License #: 25063 8 L of 12 PROVIDE GRAVEL ENTRANCE FOR EXISTING GRAVEL DRIVEWAY' ---_--EX- GRAVEL DRIVEWAY ------ INSTALL ROCK SWALE TO BOTTOM OF TEMP. SEDIMENT BASIN. 28.5X/ /. REMOVE & DISPOSE OF EX. BITUMINOUS TRAIL AS REQUIRED FOR CONSTRUCTION OF PEDESTRIAN RAMP. I- - -REPLACE WITH EQUAL SECTION. IIII L----� I ; Iyu� X 211.5 x 2&5 C 31.3 31x0 CONSTRUCT AMMP. SEDIMENT BEGIN TRANSITION TO BASIN W/RISER PIPE. B612 CURB & GUTTER (SEE DETAIL) . 24 OUTLOT A GL 32.5 � O 00 M N N � m 935 930 925 920 915 d O 01 a,0) N N N 01 01 01 17+00 --1000 a,--N4-�01 2o'ii 304 140TH STREET N Z Q 9W.14 w J I z' Q C0 I ' W I I Z STA. 20+10.17 140TH STREET = 929.81 I �GL ILL. FENWAY BOULEVARD I \ (TYP, , ov TC 31.15 MATCH EXISTING I © ❑V CURB & GUTTER ❑ 20+00 -.171 - - - - 140TH STREET N TC 31.15 - - _ I ' ------------- I I0) aLa.J6 I s - SAWCUT,S MILL &MATCH I ;I EXISTING BITUMINOUS C 33.3 C 33.5 o I GL 33.3 GL 33.0 rn Im1Z O 10 1 -0 i F W I� 9Ja.]6 �I I � I IZ GL I III I REMOVE & DISPOSE OF EX. ou BITUMINOUS TRAIL AS REQUIRED FOR Z CONSTRUCTION OF PEDESTRIAN RAMP. �D REPLACE WITH EQUAL SECTION. m 140TH STREET N O O O O O O It I" M I E0 In 0 W O N to 00 00 rn O rn 0> a0 a0 n N O O O 10 O O O O M M O M O O M rr1 01 O M 01 C1 01 01 01 01 O O m 01 01 HIGH PT STA = 19+51.52 HIGH PT ELEV = 931.03 PVI STA = 19+50.00 PM ELEV = 931.20 M = 0.17 EXISTING K = 58.14 GROUND 90.0, VC 18+00 PROPOSED �50 GRADE WARP OUT CROWN � B618 CONCRETE CURB & GUTTER 8612 CONCRETE CURB & GUTTER Tc9s.2o DENOTES TOP OF CURB ELEVATION FOR THE TYPE OF CURB SHOWN. © DENOTES PEDESTRIAN RAMP. (SEE DETAIL) ❑V CONCRETE VALLEY GUTTER. TYPICAL STREET SECTION W/TRAIL 80' R/W - 28' F/F 14.67'��{I^1TO )1�.6{-^727 (FACE FACE I SLOPE7 B618 CONCRETE CURB & GUTTER TC = rt+.14• *PAVEMENT SECTION BTBITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 BITUMINOUS TACK COAT 2.5'-A S 5 AGGREGATE BASE COURSE (SPWEB230C), MNDOT 2360 8' CLASS 5 AGGREGATE BASE, , AND 31 24" SELECT GRANULAR BORROW, MNDOT 3149 12' APPROVED SUBGRADE * FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION N BENCHMARKS i. Top Nut of Hydrant located approx. 120 ft. northwesterly northwest co of the existing building, as shown.rn Elevation = 932.85 ft. 0 15 30 60 2. Top Nut of nt located at the southeast cHydraof 140th Street N. (IN FEET) and Fenway Boulevard N. Elevotion = 934.51 ft. 935 930 925 920 1'=30'` 0 Ln z 01 > W M00 it ZO• 70 N ILA M �Lno y ZO Z - C0) Z X L rn i , 6 LL uz' m nr o' um �M,o^ 01 0 0 2 a QJ v `QDO�� 15 M W0 J= a Z O FI Z O M Z a N O U W F W Lu H P _ cn = 0 � T4 U J J Z a, ~ C 00 O J Q an O I^ _ z 3 � 0 C Z LL 01 a Ln J N 2 rn O H U x REVISIONS g 1. 6/23/20 Issued For Permit 5 t z. ]no/zo Per city comment 3. 7/28/20 Addendum 2 E 1p 4. s. - 6. 6 DRAWN By: KRO DESIGNED By: WK ISSUE DATE: 6/23/2020 B e I hereby certify Nat Nis plan, in E r report was prep0-r ared by me or ur de, Imy 6 direct supervision and that I a a , tlulC Licensetl Professional Engineer antler the laws of the State of Minnesota - Name: Brian J. KrystoNa,k', �P.E'. A Signature: a 2 !S- s Date: 6/23/2020 License #: 25063 8 C9 of Ll 2] 0 Ln al _ _ I, u.l rn o > Ln tO z 0 z i Z„ C LL t7 •10 O Ill ai COD, „J V) 0 O I- eI Ib UM 4 W a v O m `Q O 0 DO .. i ZLLI C r"�� .,�"'1l1"'A oil wr tv w aanlw rl Y iA ,R S ,.._ 'YMr. ^ , MRS w•..:' :,. /,'� x i 4 Y 1 . 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HDPE INSERT BASKETS HD INSERT BASKETS i;:# SHOWN W/OUT FILTER BAGS SHOWN W/OUT FILTER BAGS s i$3P REQUMICRON FILTER BAGS yd a d 400 400 MICRON FILTER BAGS INSIDE BASKETS REQUIRED INSIDE BASKETS EXTEND DIP WATER SERVICE w/FLANGE 18" ABOVE FIRST FLOOR ELEVATION. ®® 2'x3' HDPE FRAME INSERT ,;�� 2X3 HOPE FRAME INSERT .S,f FIRST FLOOR EMERGENCY EMERGENCY OVERFLOW PORTS OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" 8" DIP 7.5' MIN. - MEETS MN/DOT SPECIFICATION 3891.E - DESIGNED FOR NEENAH R-3250-A OR R-3250-1 (MNDOT 801) WATER COVER "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" FRAME CASTING - DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES FoonNc COHPAcIED OR WATER ARAN%. 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INn .k'"F. •IFY 1lrAlAr A alenwrrFAlAe '^"• iyly�"y ,q.y';w,a;A;�°,,,°y",T„t},xl s"Y^nb1Xr"1^I jrvVW % 1 FQFY�F IYPIL'hl rRL'xGISGR Ux91PRL! ,VVNQFTION REVISIONS 1. 6/23/20 Issued For Permit 2.7/10/20 Per City Comment 3.7/28/20 Addendum qIRED 5' 6. DRAWN BY: KRO DESIGNED BY: I33K ISSUE DATE: 6/23/2020 I hereby ce,ufy Nat Nis plan, epecifcation or reporc was prepared by me oruMer my direct end that I am a dul supervision gineer un e Licensed Professional En der the laws of the State of Minnesota Name: Brian J. KrystoHak, P.E. Signature: a 2 !S- s� Date:6/23/2020 Ucense #: 25063 ., 910N DETAILMwY - ,— �• {I•Inh IIJ tlIG 1 C10 of 12 6" CONCRETE FILLED BOLLARD NOTE: SEE ARCHITECTURAL PLANS FOR REMOVABLE BOLLARD LOCATION AND DETAIL 5'-6" x 6" DIA. CONCRETE FILLED STEEL PIPE W/ 36" EXPOSURE. PAINT: FACTORY PRIMER; 40" BOLLARD COVER PER OWNER CONCRETE PAVEMENTS°, SLOPE PER GRADE PLAN f -� EXPANSION FELT G" MIN. CLASS 5 BASE PAVEMENT SECTIONS LIGHT DUTY PAVEMENT SECTION- 1 .5" BITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 TACK COAT 2.5' BITUMINOUS BASE COURSE (SPWEB230C), MNDOT 2360 8" CLASS 5 AGGREGATE BASE, MNDOT 3138 24" SELECT GRANULAR BORROW, MNDOT 3149 12" SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. THEAVY DUTY PAVEMENT SECTION- BITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 CK COAT 5' BITUMINOUS BASE COURSE (SPWEB230C), MNDOT 2360 CLASS 5 AGGREGATE BASE, MNDOT 3138 " SELECT GRANULAR BORROW, MNDOT 3149 " SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. CONCRETE PAVEMENT SECTION- **6" PORTLAND CEMENT CONCRETE, MNDOT 2301 6" CLASS 5 AGGREGATE BASE, MNDOT 3138 12" SUBGRADE EXCAVATION *FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. -CONCRETE PAVEMENT SHALL NAVE NO. 4 REBAR SPACED 36" ON CENTER. 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KrystoNa,k', �P.E'. A Signature: a 2 !S- s Date: 6/23/2020 License #: 25063 8 C11 of 12 I —__ij ---- - - 140TH SIRE T N 1 j MAX FUT. IMPERVIOUS: 1.27 A-- — '--- 1 � EXISTING / i INFILTRATION BASINEXISTING OU TLOT A INFILTRATION j I / BASIN I FUTURE COLDSTORAG (37,420 S.F.) ( EXISTING j EXISTING Il WETLAND ENTI IRRETPOND \ \ I I II ,' I I I EXISTING OUTDOOR RAW I I MATERIALS STORAGE EXISTING WETLANDS /I ll / I II I I I I I I I I I EXISTING PRETREATMENT POND I I I I I I I I I I I I II II II I I� I I I I I I I I VA EXISTING MANUFACTURING/ WAREHOUSE BUILDING (144,000 S.F.) EXISTING OUTDOOR FINISHED PRODUCT STORAGE 229 SPACES DVIDED ONLY )UIRED BY CI' I I I 1� PROPOSED BUILDING (22,580 S.F.) t P P. IMPERVIOUS: 1. �A( ------------------- I I I I I II I I I • I ------ - --- -1-- I I I � 140TH STREET N �I /ice — I I I � I ti� I II II I',II II I I � I I I I I � — II � I 'III I I I� I I I i I i iY I I �I it I I I I Z II 0 I Q J O I M Z L IJ LL CAMPUS STORMWATER NOTES 1. LOT 1, BLOCK 1 ORIGINALLY DESIGNED FOR 1.17 ACRES OF IMPERVIOUS SURFACES. CURRENT PROPOSED PLANS CONTAIN APPROXIMATELY 1.39 ACRES OF NEW IMPERVIOUS SURFACES. 2. THE FUTURE COLD STORAGE EXPANSION, AND ALL RELATED FUTURE IMPERVIOUS, ORIGINALLY DESIGNED FOR 1.49 ACRES OF IMPERVIOUS SURFACES. PROPOSED PLANS SHOW A FUTURE LAYOUT WITH 1.27 ACRES OF IMPERVIOUS SURFACES. 3. TO ACCOMMODATE FOR THE INCREASE OF IMPERVIOUS FROM LOT 1, THE FUTURE COLD STORAGE AND ALL RELATED IMPERVIOUS LAYOUT HAS BEEN REVISED TO REDUCE THE IMPERVIOUS SURFACE AREA. ULTIMATELY THE TOTAL CAMPUS IMPERVIOUS SURFACE AREA WILL BE CONSISTENT WITH THE ORIGINAL STORMWATER DESIGN. IMPERVIOUS SUMMARY ORIGINAL DESIGN PROPOSED LOT 1 1.17 AC. 1.39 AC. FUT. COLD STORAGE 1.49 AC. 1.27 AC. TOTAL 2.66 AC. 2.66 AC. N 0 30 60 120 (IN FEET) BENCHMARKS 1. Top Nut of Hydrant located app,— 120 ft. northwesterly northwest come of the" building, as shown. Elevation = 932.85 ft. 2. Top Nut of Hydrant located at the southeast corner of 140th Street N. and Fenway Boulevard N. Elevation = 934.51 ft. 0 In >WZ O, O• 0 L M y ZOZ^ — CO) � X O S C 0 ILL VWEmCD Vm o' �Mo^ 0 0 w a QJ v `0 CO � O M w 0 z a z O F � m in g = p o Q 0 LU c Ix W a �m cLLI7 Q 3 U = U In U J J (� z Z a, ~ C 00 p vo J Q In O In _ nu z pC Z LL tT Q M 7 J N 2 rn O H s 9 REVISIONS g 1. 6/23/20 issued For Permit m 2. 7/10/20 Per Clty Comment 3. 7/28/20 Addendum 2 E 4. 6. 6 DRAWN BY: KRO DESIGNED BY: BIK ISSUE DATE: 6/23/2020 B a I hereby ce,, p Nat Nis plan, speci0"d" o or ret , was preps- d t t or urMer my direct upervision ntl that I a a tluly Licensed Professional Engineer under the laws of the State of Minnesota i Name: Brian J. KrystoHa�k�, �P.E�. A Signature: Date: 6/23/2020 License #: 25063 L of 12 �T - I I/ I I I I II I I In II-°Y- I - - - - - - - - - - - - - - __ ___ -____ ----- _ -___ --___ _____ 932_ --FM ---�M- M --FM-----FM ---FM- -FM--- FM ----FM {M • - ---- -- ---- -- -I-1- 140TH STREET N. 93o szs I-I�I�I�II_ ICI EXT.- THE III. I -Sze' --_-_-- eze-• 55 33. 3 w32. •\ LANDSCAPE / EDGING / EXISTING WETLAND Tw 30. ROCK MULCH LANDSCAPE I EDGING I I I I I JL \. 5 I I I I i I I I PROPOSED BUILDING 22,580 SQFT. I F 4' SOD STRIP I SB I^ I LANDSCAPE EDGING 2 ROCK MULCH WO I I I �« I .- ^ II II I I I I II I III EXISTINGFENCE .... ENCLOSED GARAGE \Ir Ir � II �cc CT Dr \ IT - IT - IT �0 - 10 - 10 0811 EFER TO SPECIFICATIO JS _n m III I I IDR TREES- _1 III Q C G . IT III � I s Z� ai rl� �I EA IN T�EEB 9z III` t I- ' 12 I III. ��-Iffl_ ( F Er } CITY OF HUGO LANDSCAPE REQUIREMENTS 1. PARKING AND LOADING AREAS. THE PERIMETER AREA OF ALL REQUIRED = 16 TREES (475 LF PARKING PERIMETER FRONTAGE / 30) PROVIDED = 19 TREES (INCLUDES 5 EXISTING TREES TO REMAIN) 2. COMMERCIAL/INDUSTRIAL AREAS. ALL LOT AREAS NOT COVERED BY BUILDINGS, PARKING AND LOADING AREAS, DRIVEWAYS, OR PROTECTED WETLAND AREA SHALL BE COVERED WITH AN APPROVED GROUND COVER AND LANDSCAPED TO MEET THE FOLLOWING MINIMUM STANDARDS: (1) ONE OVERSTORY DECIDUOUS SHADE TREE FOR EVERY 2,000 SQUARE FEET OF TOTAL BUILDING AREA OR ONE TREE FOR EVERY 100 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 12 TREES (22,580 SF BUILDING / 2000 = 12, OR 1,085 LF SITE PERIMETER / 100 = 11) PROVIDED = 12 TREES (INCLUDES 5 EXISTING TREES TO REMAIN) (2) ONE CONIFEROUS TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE CONIFEROUS TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 12 TREES (22,580 SF BUILDING / 2000 = 12, OR 1,085 LF SITE PERIMETER / 200 = 6) PROVIDED = 12 TREES (3) ONE ORNAMENTAL TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE ORNAMENTAL TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. REQUIRED = 12 TREES (22,580 SF BUILDING / 2000 = 12, OR 1,085 LF SITE PERIMETER / 200 = 6) PROVIDED = 12 TREES (4) ONE SHRUB FOR EVERY 300 SQUARE FEET OF BUILDING OR ONE SHRUB FOR EVERY 30 FEET OF SITE PERIMETER, WHICHEVER 15 GREATER. REQUIRED = 76 SHRUBS (22,580 SF BUILDING / 300 = 76, OR 1,085 LF SITE PERIMETER / 30 = 37) PROVIDED = 54 SHRUBS (5) CREDIT FOR LARGE TREES. THE CITY COUNCIL MAY, AT THEIR DISCRETION, GIVE CREDIT FOR TREES EXCEEDING THE MINIMUM PLANNING SIZE REQUIREMENTS. THE CITY MAY REDUCE THE REQUIRED NUMBER OF PLANTINGS BY UP TO TEN PERCENT WHEN TREES IN EXCESS OF THE MINIMUM SIZE REQUIREMENTS ARE PROVIDED. (6) EQUIVALENT PLANTING MATERIALS. THE FOLLOWING SUBSTITUTIONS MAY BE MADE FOR THE MINIMUM LANDSCAPE REQUIREMENTS: I. AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF OVERSTORY TREES MAY BE SUBSTITUTED WITH THE USE OF ORNAMENTAL TREES. IN SUCH CASE, NOT LESS THAN THREE ORNAMENTAL TREES SHALL BE PROVIDED FOR EACH ONE REQUIRED OVERSTORY TREE SUBSTITUTED. I. AN EQUIVALENT OF UP TO 50 PERCENT OF THE REQUIRED NUMBER OF ORNAMENTAL TREES MAY BE SUBSTITUTED WITH THE USE OF SHRUBS. IN SUCH CASE, NOT LESS THAN 20 SHRUBS SHALL BE PROVIDED FOR EACH ONE REQUIRED ORNAMENTAL TREE SUBSTITUTED. 3. SIZES OF PLANTINGS. PLANTINGS, EXCEPT FOR SITE RESTORATION ACTIVITIES IN THE RURAL DEVELOPMENT AREA, MUST BE OF THE SIZE INDICATED IN THIS SUBSECTION, AND MEET THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. BARE ROOT PLANTS MAY BE ALLOWED IF SPECIFICALLY APPROVED AS PART OF THE SITE DEVELOPMENT PLAN, OTHERWISE ALL PLANTS MUST BE BALLED AND BURLAPED, OR CONTAINER GROWN. (1) OVERSTORY DECIDUOUS TREES: 2.5-INCH CALIPER. (2) CONIFEROUS TREES: SIX FEET IN HEIGHT. (3) SHRUBS: A.DECID000S SHRUBS: THREE -GALLON POT. B.CONIFEROUS SHRUBS: FIVE -GALLON POT. (4) ORNAMENTAL TREES: 1.5-INCH CALIPER. 4. MINIMUM INSTALLATION REQUIREMENTS, MINIMUM INSTALLATION REQUIREMENTS ARE THAT: (1) ALL DECIDUOUS AND CONIFEROUS TREES SHALL BE STAKED AND GUYED PER NATIONAL NURSERYMAN'S STANDARDS. DECIDUOUS TREES SHALL HAVE BRANCHES TRIMMED TO A POINT SIX FEET ABOVE THE GROUND. (2) ADEQUATE FERTILIZER, WATER, AND MULCH SHALL BE PROVIDED TO ENSURE PLANT SURVIVAL AND SUCCESSFUL GROWTH. PLANTINGS SHALL BE INSPECTED AT LEAST BI-WEEKLY DURING THE FIRST GROWING SEASON, WITH DEAD AND SEVERELY DAMAGED PLANTS REPLACED AS NEEDED. (3) ALL OPEN AREAS SHALL BE SODDED OVER FOUR INCHES OF TOPSOIL. (4) UNDISTURBED AREAS AND WETLANDS CONTAINING NATURAL VEGETATION MAY BE MAINTAINED IF THEY ARE FREE FROM FOREIGN AND NOXIOUS MATERIALS. LANDSCAPE PLAN NOTES 1. EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION START. ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE OWNER/LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OR APPROVING ANY ADDITIONAL WORK REQUIRED. 2. UTILITY LOCATES CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION LINES, AT LEAST 48 HOURS BEFORE EXCAVATING OR PLAN IN ACCORDANCE WITH STATE LAW. IN MINNESOTA, CALL GOPHER STATE ONE -CALL AT 651-454-0002 FOR FIELD LOCATION OF PUBLIC UNDERGROUND UTILITY LINES. ALL LOCATES AND ITEMS NOTED AS 'FIELD VERIFY ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR AT THEIR 5` 2-PLY NYLON STRAPS EXPENSE. DOUBLE STRAND 12 GAUGE WIRE 3. PERMITS- CONTRACTOR SHALL VERIFY WITH THE OWNER/LANDSCAPE ARCHITECT THAT THE PAINTED FLUORESCENT ORANGE REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE WHITE FLAGGING (TYP.) RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. TREE WRAP 4 INCHES HARDWOOD MULCH 4. EXISTING ITEMS TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING 41NGH DEEP SAUCER PAVEMENT, STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. THAT ARE TO REMAIN FROM 12'- DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY S' STEEL TEE POST- Z DAMAGE (AT CONTRACTOR'S EXPENSE) TO EXISTING ITEMS TO REMAIN. � 3 REQUIRED AT 120 BAOKFILL MIX 5. CONSTRUCTION STAGING AND ACCESS. CONTRACTOR SHALL VERIFY THE LOCATION FOR UNDISTURBED SU5501L CONSTRUCTION STAGING AND SITE ACCESS WITH THE OWNER/LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PEDESTRIAN AND REMOVE BURLAP 8 ROPE VEHICLE ACCESS WITHIN AND ADJACENT TO THE SITE THROUGHOUT THE CONSTRUCTION PERIOD FROM TOP 1/3 OF THE BALL UNLESS OTHERWISE NOTED. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE PERMITTED. ALL WASTE AND/OR UNUSED MATERIAL SHALL BE PROMPTLY REMOVED FROM THE NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE SITE. 6. SITE REMOVALS, REFER TO CIVIL PLANS FOR GENERAL SITE REMOVALS. ALL ITEMS NOTED TO BE DECIDUOUS TREE PLANTING DETAIL REMOVED SHALL BE COMPLETED BY THE CONTRACTOR AND IMMEDIATELY DISPOSED OF OFF -SITE, m mlc IN ACCORDANCE WITH LOCAL REGULATIONS, UNLESS OTHERWISE NOTED. COORDINATE WITH OWNER/LANDSCAPE ARCHITECT FOR ANY ITEMS NOTED AS 'REMOVED BY OTHERS' OR 'REMOVE AND SALVAGE.' SCARFY BOTTOM AND SIDES OF HOLE NOTE: GUY -MBLY -ONAL BUT 7. UUTIUTY Cl1LN COORDINAjIW�]�yON. REFER TO CIVIL PLAN SHEETS FOR INFORMATION RELATED TO PROPOSED PRIOR TO PUNTING OONTRACTOR A99UMEa FALL UTILITIES. COORDINATE WITH ELECTRICAL CONTRACTORS FOR SITE ELECTRICAL WORK AND SITE 3. TRIM OUT DEAD WOOD AND WEAK ANDIOR REaPONSBILITY FOR MANTANING TREE LIGHTING. DEFORMED TWIGS DO NOT CUT A LEADER DO N A PWMB POSTON FOR THE Nor PAINT CUTS DURATION OF THE GUARANTEE PERIOD 8. CONSTRUCTION STAKING. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL BE RESPONSIBLE FOR S THE ROOT . SET PLANT DJ UNDISTURBED N SDL GUY ASSEMBLY 6" ESTABLISHING CONTROL POINTS AND ALL CONSTRUCTION FIELD STAKING DURING THE COURSE OF 1. rHORaI COMPACTED A SOIL POLYPROPYLENE OR POLYETHYLENE THE PROJECT. TO PLANT SO FLAREEIS 1 9 AT a2 M (40 U I Is° WIDE51RAP (TYP) ITO THE FNSHED GaaoE DOUBLE sraAND a GA waE T-T° 9. DIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TO FACE OF CURB, Ra.LED al POST. (MNOOT saeD EDGE OF PAVEMENT/WALKWAY. OR OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 4 PLACE PLANT IN PLANTING HOLE W TH d 80° O C. (SEE .TAKING DAGRAM) BURLAP AND WIRE BASKET OF USED) INTACT. - FIU_ WITHIN AE'"ONIHATELY 2' OF THE _LATE 10. PLAN QUANTITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MATERIAL QUANTITIES TOP OF RN .B , WATER PLANT RE"_ sraKrvG TO N.URE PER PLAN. MATERIAL SCHEDULES ARE PROVIDED SOLELY FOR CONTRACTOR'S CONVENIENCE. OPI/3 OF THE BASKET Oa THE TOP TWO 1 ENrATI_ OF GUY 11. REFERENCE SPECIFICATIONS. THE FOLLOWING SPECIFICATIONS SHALL GOVERN THIS PROJECT zoN RINGS, WHICH -le s GREATE 12 NEa AND STAKES ACCORDING TO THE FOLLOWING ORDER: REMOVEALL RE AND T F roP 1. ADDENDA, WITH THOSE OF A LATER DATE HAVING PRECEDENCE OVER THOSE OF AN EARLIER I3I_ THE BAIL D- W ALL TWINE. Tr7ANNC DNCRAN S. PWMB AND BAGKHLL WITH DATE E-KO WAT TO WIFE wNWEBBING 2. LANDSCAPE SPECIFICATIONS. & a. wATEa O seTrLE PUu rvrs AND F UGG NG- ONE PER WIRE 3. PLAN DRAWINGS. vans. a S° sHFm BARK 4. PLANT / MATERIAL SCHEDULES. T WATER WITHIN TWO HOURS of ULOH 5. CITY STANDARD SPECIFICATIONS AND DETAILS. (-..a,,- GRADE NSTALLAT TO HDRDUNG MUST BE 6. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, LATEST EDITION. .LIEF HORDIGHLY SATURATE MINIMUM 11 WIDTH 6 RCOL BALL ROOT BALL AND PLANTING HOLE 3 TPLACE MULCH W THIN 4a HOURS 6 6 ��-ILIIII L---_T III _ PLANTING SaL MIMURE <aEE SPEL ) HE SECOND WATERING UNLEss SOIL UNDISTURBED DR.-IJ- MOISTURE Is Ex ESSIvE sues., CALL BEFORE YOU DIG ^M *_CO CONIPRROUS TREE PLANTING DETAIL INCHES MULCH \J FOR iIPE tg FNLCHOTFSBE D .. IF SHRUBTHEN 13� REMOVE BURLAP 2 ROPE L FRCN1 iL? I/3 OF BALL BAOKRLL FAX UNDISTURBED ELIDED, SRRUD k CONTAINER PLANTING DETAIL xor TA sale a, In Z UJ O QOO O•� W lun M U) l0 y Zoz^ QI X m 2 - PL 2 L W ulzoC m umO) JyoM F O) CO W a ID 'T iO I M 000 In M . . Z N W � O a Z 0 Z ~ Q M JJ p�G a po W Q v Q � C LU H o° W = Z M J 'a U U J J (7 Z Z a) H C OO rn p j O J Q to 0 t" = TO Z p � � Z LIL rn Q Ln 7 J (V 2 O �. .M-I 0 H U M REVISIONS o 1. 6 23 20 Issued For Permit 3 2. 7/10/20 Per City Comment 3. 7/28/20 Addendum 2 4. 5. 9 6. DRAWN BY: MR DESIGNED BY: MR X ISSUE DATE: 6/23/2020 9 Y I hereby cent fy that this plan, spec rcat on iE repo u was o d that I p-p rred by me or undd r my e drect pery am duly �. LikenGed Landscape Arhiba t Under the laws of the State of Minnesota - Name: r� Ryyann,I Ru�t�t r�RjLA Signat� Date: 6/23/2020 License *: 56346 k L1 of 2 PLANT SCHEDULE TREES CODE CITY BOTANICALNAME COMMONNAME SIZE CONTAINER 1/4�/}��/` �J-� FM 2 Acer x freeman!! 'Sienna' Sienna Glen Maple 2.5'Cal. B&B 0 WO 1 Quercus bicolor Swamp White Oak 2.5' Cal. B&B 0 BL 4 Tilia americana'Boulevard' Boulevard Linden 2.5'Cal. B&B CONIFEROUSTREES CODE QTY BOTANICALNAME COMMONNAME SIZE CONTAINER P BF 5 Abies balsamea Balsam Fir 6' Ht. B&B \ol�uii� BH 7 Picea glauca densata Black Hills Spruce 6' Ht. B&B ORNAMENTAL TREES CODE QTY BOTANICALNAME COMMONNAME SIZE CONTAINER SB 5 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 7' Ht. B&B Clump Form, 1.5' Cal Equivalent JL 7 Syringa reticulata' Ivory Silk' White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal. B&B SHRUBS CODE QTY BOTANICALNAME COMMONNAME SIZE CONTAINER © SSC 12 Clethra alnifolia'Hummingbird' Summersweet #3 Cont. © RTD 8 Cornus sericea'Alleman's Compact' Dwarf Red Twig Dogwood #3 Cont. aAPC 9 Ribes alpinum Alpine Currant #3 Cont. Q SPG 6 Spiraeaxbumalda'Goldflame Gold Foliage, Red Flowers Goldflame Spirea #3 Cont. O VBC 4 Viburnum trilobum'Bailey Compact' Red Fall Color Baileys Compact American Cranberry Bush #3 Cont. EVERGREEN SHRUBS CODE QTY BOTANICAL NAME COMMONNAME SIZE CONTAINER a JSG 5 Juniperus chinensis'Sea Green' Sea Green Juniper #5 Cont. YEW 10 Taxus x media'Tauntonii' Tauton Yew #5 Cont. GROUND COVERS CODE QTY BOTANICAL NAME COMMONNAME SIZE CONTAINER 0 8 0 8 080 8o 8o ROCK 1,496 sf Rock Mulch 1.5' Trap Rock Mulch 4" Depth o8po 8po 8po 8po 8po Non -Woven Geotextile Incidental of —I of of o olo to —I —I lil�l�l�l�l�l�l�l�l� _IIIIIIIIIIIIIIII SOD 17,464 sf Turf Sod Bluegrass Kentucky Bluegrass sod LANDSCAPE SPECHTCATIONS 1. EROSION CONTROL, REFER TO CIVIL PLAN SHEETS FOR STORMWATER POLLUTION PREVENTION PLAN (SWPPP), AND TEMPORARY AND PERMANENT STORMWATER BMPS, INCLUDING SILT FENCE, BIO—ROLLS, INLET PROTECTION, EROSION CONTROL BLANKETING, DUST CONTROL, SWEEPING AND ROCK CONSTRUCTION ENTRANCE. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT STABILIZATION IN ACCORDANCE WITH THE LANDSCAPE PLAN WTHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED. IN THE EVENT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS, TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED WITHIN 7 DAYS USING. 2. SOIL PREPARATION, REFER TO GEOTECHNICAL REPORT FOR ANY REQUIRED SOIL CORRECTIONS, AMENDMENTS OR ADDITIONAL INFORMATION (IF APPLICABLE). EXISTING TOPSOIL SHALL BE STRIPPED FROM ALL DISTURBED AREAS AND STOCKPILED IN AN APPROVED LOCATION FOR RE —SPREAD. ALL AREAS WHERE SOIL HAS BEEN COMPACTED BY CONSTRUCTION ACTIVITY AND THAT ARE INDICATED TO BE SODDED, SEEDED OR PLANTING BED SHALL BE DE —COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BY SOIL RIPPING, TILLING OR OTHER APPROVED SOIL LOOSENING METHOD. 3. TOPSOIL MATERIAL, ALL EXISTING, AMENDED OR IMPORTED TOPSOIL SHALL MEET THE REQUIREMENTS OF WDOT TOPSOIL TYPE A. A MINIMUM 4 INCH DEPTH OF TOPSOIL SHALL BE PLACED ON ALL AREAS TO BE SODDED OR SEEDED. A MINIMUM 12 INCH DEPTH OF TOPSOIL SHALL BE PLACED WITHIN ALL PLANTING BED AREAS. ALL TOPSOIL SHALL BE FINE GRADED, RAKED AND DRAGGED TO PROVIDE A SMOOTH, UNIFORM SURFACE. TOPSOIL GRADES SHALL BE WITHIN .1 FEET OF INDICATED FINISHED GRADE AND SHALL BE TRUE TO GRADIENTS SHOWN ON PLANS. REFER TO CIVIL PLAN SHEETS FOR FILTRATION BASIN SOIL REQUIREMENTS. 4. SODDING. CONTRACTOR SHALL OBTAIN OWNER/LANDSCAPE ARCHITECT'S APPROVAL OF FINAL GRADES AND TOPSOIL PREP PRIOR TO SODDING. APPLY 12-12-12 GRANULAR STARTER FERTILIZER AT A RATE OF 250 LBS PER ACRE PRIOR TO SODDING AND ROLL TOPSOIL TO CREATE A UNIFORM SURFACE FOR LAYING SOD. SOD SHALL NOT BE CUT MORE THAN 24—HOURS IN ADVANCE OF INSTALLATION. CONTRACTOR SHALL KEEP SOD MOIST FOR A MINIMUM OF 30 DAYS AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SOD UNTIL FINAL ACCEPTANCE. 5. PLANT MATERIAL ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK,' ANSI—Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. OWNER/LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. NO SUBSTITUTION OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. PLANT IN TA I ATION AND ESTABLISHMENT. REFER TO STANDARD PLANTING DETAILS. CONTRACTOR SHALL STAKE TREE LOCATIONS FOR APPROVAL BY OWNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOUATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE. 7. MULCH MATERIAL, DOUBLE SHREDDED HARDWOOD MULCH OR ROCK MULCH AS INDICATED ON PLANS. ALL MULCH SHALL BE CLEAN AND FREE OF NOXIOUS WEEDS, SOIL, OR OTHER DELETERIOUS MATERIAL, AND SHALL BE INSTALLED OVER A NON —WOVEN GEOTEXTILE FABRIC (INCIDENTAL) OR OTHER APPROVED WEED BARRIER TO A MINIMUM SETTLED DEPTH OF 4". MULCH SHALL BE HELD BACK FROM PLANT STEMS/TRUNKS A MINIMUM OF 3". WOOD MULCH SHALL BE PLACED AROUND INDIVIDUAL TREES TO A 4' MINIMUM DIAMETER. MULCH SHALL BE INSTALLED WITHIN 48—HOURS OF PLANT INSTALLATION. 8. LANDSCAPE EDGING. INSTALL LANDSCAPE EDGING BETWEEN ALL MULCH AREAS AND TURF. EDGING SHALL BE COMMERCIAL GRADE BLACK POLYETHYLENE OR VINYL EDGING, 0.1 INCH THICK BY 5 INCHES DEEP, V—UPPED BOTTOM, HORIZONTALLY GROOVED, 1—INCH ROUND TOP, EXTRUDED IN STANDARD LENGTHS, WITH 9—INCH STEEL ANGLE STAKES. 9. IRRIGATION, DESIGN, FURNISH AND INSTALL A COMPLETE UNDERGROUND IRRIGATION SYSTEM FROM APPROVED POINT(S)—OF—CONNECTION WITHIN THE SITE COVERING ALL TURF AND PLANTING AREAS AS SHOWN ON THE LANDSCAPE PLAN. INCLUDES FLOW/PRESSURE TESTING, PLANS WITH DESIGN CALCULATIONS, AS —BUILT DRAWINGS, LABOR, MATERIALS, EQUIPMENT, AND SERVICES FOR THE TESTING, ADJUSTING, RETESTING AND READJUSTING AS REQUIRED TO PLACE THE SYSTEM IN AN APPROVED OPERATING CONDITION. THE IRRIGATION SYSTEM SHALL INCLUDE THE DESIGN AND INSTALLATION OF THE FOLLOWING: PIPING, METER AND BACKFLOW ASSEMBLIES, SPRINKLER HEADS, CABINETS, VALVES AND VALVE BOXES, CONTROLLERS, CONTROL WRING, FITTINGS, ELECTRICAL CONNECTIONS, WICK —COUPLERS, ALL OTHER NECESSARY ACCESSORIES, SYSTEM MANUALS, 1—YEAR MAINTENANCE PERIOD INCLUDING 1 FALL WINTERIZATION AND 1 SPRING START—UP. IRRIGATION PLANS TO BE PREPARED BY A QUALIFIED IRRIGATION DESIGNER AND SUBMITTED TO OWNER/LANDSCAPE ARCHITECT FOR APPROVAL. 10. MAINTENANCE, MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE MOWING, TRIMMING, WATERING, FERTILIZING, WEED AND PESTICIDE CONTROL, MULCHING, REMOVAL OF DEAD MATERIALS, RE —SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES, HOWEVER, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR ALL PLANT MATERIAL THROUGH THE COMPLETION OF THE WARRANTY PERIOD. 11. WATERING. UPON ESTABLISHMENT OF SEED AND INSTALLATION OF PLANTS, CONTRACTOR SHALL MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS AND TURF AREAS A MINIMUM OF ONCE A WEEK. MORE FREQUENT WATERING MAY BE REQUIRED DURING PERIODS OF HOT, DRY WEATHER. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. IN THE ABSENCE OF PERMANENT IRRIGATION, TEMPORARY IRRIGATION, TREE WATERING BAGS, OR HAND —WATERING ARE ACCEPTABLE. 12. FINAL ACCEPTANCE, UPON SUBSTANTIAL COMPLETION OF THE WORK, CONTRACTOR SHALL REQUEST FINAL ACCEPTANCE OF THE WORK IN WRITING BY THE OWNER/LANDSCAPE ARCHITECT. IF ANY WORK IS FOUND TO BE INCOMPLETE OR UNSATISFACTORY IN THE OPINION OF THE OWNER/LANDSCAPE ARCHITECT, A MITTEN PUNCH LIST WILL BE PREPARED LISTING ALL ITEMS THAT REQUIRE COMPLETING OR CORRECTING BEFORE FINAL ACCEPTANCE. 13. WARRANTY. ALL PLANTS, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND MATERIAL o+ z O•� W ur) M t0 ID y zoz^ X =m 2 C li VW�m_8 V<M F N CO,O 01 L CO ,1Ew a� � 3344". iOa ( M W M . . z W p L a Z O Z N M a po W Q v Q U � H o°T W Z J U U J J z Z a] H C DO G > o J Q to O t" C Zorn Q Ln 7 J 11 N 2 �. .M-I O U M REVISIONS 1. 6/23/20 Issued For Permit 3 2. 7/10/20 Per City comment 3. 7/28/20 Addendum 2 4. 5. 9 6. DRAWN BY: MR DESIGNED BY: MR ISSUE DATE: 6/23/2020 E B Y I hereby unify that this plan, speci0wtion report was prepared that or under my LiireR supervision antl Mat I a e tlthe �. LicensfL Landscape Architect antler the laws of Me State of Minnesota Name: r� Ryyann,I Ru�t�t r, M_A Signat� Date: 6/23/2020 License *: 56346 k L2 of J2� 0 Z Q COLOR ELEVATION - 1 /8" = 1'-0" T ---------------------------------- --- THE EAST SIDE OF FENWAY. TYPICAL r l\LrP1UIl1VMI L J MLUIVI I IVUNI 1.d'114Vr I. r I1LrYlDI\ I%,r% I LU MLUNI IIVUM %,r%1VVr I. COLOR BURGANDY TO MATCH THE COLOR BURGANDY TO MATCH THE METAL AWINGS ON THE BUILDINGS ON METAL AWINGS ON THE BUILDINGS ON COLOR ELEVATION - NORTH THE EAST SIDE OF FENWAY. TYPICAL THE EAST SIDE OF FENWAY. TYPICAL 1 /8" = 1'-0" COLOR ELEVATION - WEST 1 /8" = 1'-0" COLOR ELEVATION - 1 /8" = 1'-01, TH T.O. PARAPET 132'-0" T.O. PARAPET REAR 129'-0" T.O. DOCK PRE CAST - TBD 122'-0" T.O. CLEARE STORY SILLS 117' - 8" -TOS LOW ROIIF 8" B.O. HEADER 108'-2" LEVEL 01 100, - 0" FOOTING/ TO DOCK FLOOR TOC TRUCK BAY 96'-0" COLOR ELEVATION - SOUTH - GARAGE 1 /8" = 1'-01, ----------------- ----------------- --- THE EAST SIDE OF FENWAY. TYPICAL 6DH.design _ _ WF D _ ER N - i R' �^ T 1 4} ill �] 1 N 5,- I Ss ,s eJ 0. HEADER jgk 108' - 2" 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 LEVEL01 gk JEFFREY GEARS 100' - 0" printed name )CK FLOOR 96' - 0" signature 50937 date license # issue record ......................................... T.O. HIGH PARAPET gk 96'-0" ' I