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HomeMy WebLinkAboutPC PACKET 092321CITY OF�— Agenda Hugo Planning Commission Thursday, September 23, 2021 Hugo City Hall 7:00 PM A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. September 9, 2021 D. PUBLIC HEARING 1. David Lutz, 10271 119th Street North, Stillwater, MN 55082 — Conditional use permit request to allow a shared driveway on property generally located along North School Section Lake, south of 140th Street North and west of Keystone Avenue North. 2. Fran Miron, 15250 Homestead Avenue North — Interim use permit request to allow farmhand living quarters on the property. 3. Lakeview Family Dentistry, 14475 Forest Boulevard North — Site plan approval and two variance requests. 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 rjuba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, September 9, 2021 Acting Chair Arcand called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Petty ABSENT: Kleissler, 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 July 9, 2021 Commissioner Derr made a motion, seconded by Commissioner Luchsinger to approve minutes for the meeting of July 9, 2021 with corrections as mentioned. Ayes: All Nay: None. Motion carried. Public Hearing: Short Term Rental Facilities — Prohibited Ordinance Staff provided a background on the proposed ordinance update. Staff has received complaints on a short term rental facility that has been listed on the website Vacation Rentals by Owner (VRBO). The Washington County Sheriff's Department has also received numerous complaints on the property related to noise, parties, and the transient nature of short term rentals. Staff defined short term rentals and presented research completed on regulations adopted by other cities in the area. Staff stated that the Ordinance Review Committee had a discussion on short term rental facilities and that the City Council directed staff to draft an ordinance prohibiting short term rental facilities. Staff recommended that the Planning Comission hold a public hearing and take all comments. Staff recommended approval of the ordinance for short term rentals. The Commissioners discussed the language used in the ordinance and clarified that the ordinance does not apply to rental of community rooms or bed and breakfast facilities. Acting Chair Arcand opened the public hearing at 7:11pm. No one came forward to speak. Acting Chair Arcand closed the public hearing at 7:12pm. September 9, 2021 PC Minutes Page 2 Commissioner Petty, seconded by Commissioner Mulvihill, motioned to approve the ordinance prohibiting short term rental facilities. Motion carried. Public Hearine: Revisions to Adeauate Public Facilities Ordinance Staff provided a background on the existing adequate public facility ordinance and defined adequate public facilities. Staff recommended the Planning Commission hold the public hearing and take all comments. Staff recommended approval of the revisions to the adequate public facilities ordinance. Acting Chair Arcand opened the public hearing at 7:16pm. No one came forward. Acting Chair Arcand closed the public hearing at 7:16pm. Motion by Commissioner Petty, seconded by Commissioner Mulvihill, to approve the revisions to the adequate public facilities ordinance. Motion carried. Adjournment Commissioner Derr made a motion, Commissioner Mulvihill seconded, to adjourn at 7:17pm. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number D. I CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: David Lutz and James and Sharon Lutz. Conditional use Kermit request for a shared driveway on properties generally located south of 140t Street North and West of Keystone Avenue North. DATE: September 16, 2021, for the Planning Commission Meeting of September 23, 2021 LAND USE: Agricultural (AG) ZONING: Agricultural (AG) REVIEW DEADLINE: October 16, 2021 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a conditional use permit (CUP) for a shared driveway between two parcels. Parcel A is currently landlocked and get accesses though Parcel B to the south to Keystone Avenue North. The driveway has been in place for several years and the applicant is requesting formal approval with the CUP. Both property owners have signed the application and an easement and maintenance agreement. 2. CONTEXT: A. Surrounding Land Use and Zoning The properties are zoned Agricultural (AG) and are guided as Agricultural in the 2040 Land Use Plan. Both properties are over 20 acres and are currently vacant. The surrounding properties are also zoned AG and are large lots that are either vacant or occupied by single family homes. B. Natural Characteristics of Site The properties are along the east side of South School Section Lake. They include vegetation and wetlands along the western portion of the sites. Lutz Shared Driveway CUP 3. LEVEL OF DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. 4. ANALYSIS: A. Consistency with Ordinance Standards Staff used these standards to review the application and found that the request meets all applicable standards as follows: 1. The proposed use is permissible by law. The proposed use is allowed by conditional use permit. 2. The proposed use is keeping with the spirit and intent of the ordinance. The proposed use is allowed in the AG zoning district and will keep with the spirit and intent of the ordinance, which is intended to allow a shared driveway by a CUP as long as they comply with the regulations. 3. The proposed use is compatible with the City s Comprehensive Plan and the character of the surrounding area. The use is existing and is compatible with the Comprehensive Plan and the shared driveway will not alter the character of the area. There are shared driveways in the area that provide access to land locked parcels. 4. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The proposed use has adequate drainage, water supply, and utilities. A driveway permit will be required. 5. The proposed use has adequate road access. The property will have adequate road access to Keystone Avenue North. 6. Technical Evaluation of Floodplain. The applicant is not proposing to impact any floodplain. 7. The proposed use should not increase the potential for flood damage. Lutz Shared Driveway CUP The proposed use would not obstruct the floodplain or increase the potential for flooding. 8. The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use would not damage or reduce the benefits from any public waters. 9. The use of watercraft on public waters. The proposed use would not involve the use of watercraft on public waters. 10. All structures shall be screened from view of public waters. The proposed use is not a structure visible from public waters. 11. Wetland impacts. The driveway is existing and does not impact any wetlands. 12. All state and local permits shall be acquired for the conditional use. The applicant would be responsible for obtaining all state and local permits. 13. Adequate screening and buffering from non -compatible uses and public rights -of -way. The proposed use is not visible from non -compatible uses. There is no need to screen the driveway from the public right-of-way. 5. STAFF RECOMMENDATION: It's in staff s opinion that the request meets all the items required for conditional use permit Staff recommends approval of the shared driveway CUP subject to the conditions listed in the attached draft resolution to the Planning Commission. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Conditional Use Permit 140th Str N ort civ fi h i Fi- OL r _ e i6 � m P am �, s aka ., 4e M' .. .� �`Pa 4'�" ,... ,. • - 4. Z �a Y Existing Driveway RESOLUTION 2021- APPROVING A CONDITIONAL USE PERMIT TO ALLOW A SHARED DRIVEWAY FOR THE PROPERTIES GENERALLY LOCATED SOUTH OF 140TH STREET NORTH AND WEST OF KEYSTONE AVENUE NORTH WHEREAS David Lutz and James and Sharon Lutz have requested approval of a conditional use permit to allow a shared driveway for the properties generally located south of 140th Street North and West of Keystone Avenue North. WHEREAS, the subject properties are legally described as follows: (See attached) WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 23, 2021, 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 a shared driveway on properties generally located south of 140th Street North and West of Keystone Avenue North, subject to the following conditions; 1. The Easement and Maintenance Agreement for the shared driveway shall be recorded at Washington County. 2. The applicant shall apply for a driveway permit at the time of building permit. ADOPTED by the City Council this 0 day of October 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Cleric CONDITIONAL USE PERMIT DATE OF APPROVAL: October 4, 2021 OWNERS: David Lutz James and Sharon Lutz LEGAL DESCRIPTIONS FOR WHICH CONDITIONAL USE PERMIT IS GRANTED: (See attached) ZONING DISTRICT: Agricultural THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A shared driveway for properties located generally located south of 140t' Street North and West of Keystone Avenue North are subject to the following conditions: Prior to issuance of a building permit: 1. A driveway permit shall be applied for. 2. A wetland delineation will be required for both properties. 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 acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public David Lutz STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared David Lutz, 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 James Lutz Sharon Lutz STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared James and Sharon Lutz, husband and wife, 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 INSTRUMENT WAS DRAFTED BY THE CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Agenda Number D.Z CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Fran and Mary Ann Miron. Interim Use Permit for a Farmhand Living Quarters to be located on the property at 15250 Homestead Avenue North. DATE: September 16, 2021, for the Planning Commission Meeting of September 23, 2021 LAND USE: Agricultural (AG) ZONING: Agricultural (AG) REVIEW DEADLINE: October 28, 2021 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of an interim use permit (IUP) for a farmhand living quarter to be allowed on the property. On properties 20 acres or more in size, located in the future urban service, rural residential, agricultural, and long term agricultural districts a second dwelling shall be allowed for living quarters for a farmhand. The property is approximately 38 acres in size and is being used for a dairy farm operation. The dairy farm is operated by the applicants with their son's and their families. The applicants would like to build farmhand living quarters as a second dwelling on the property to open up the existing farm house to their son and his family. 2. CONTEXT: A. Surrounding Land Use and Zoning The property zoned Agricultural (AG) and is guided as Agricultural in the 2040 Land Use Plan. The property is approximately 38 acres and is a dairy farm operation. The surrounding properties are also zoned AG and are large lots that are either vacant or occupied by single family homes. B. Natural Characteristics of Site The property is used for a dairy farm agricultural operation. There are pastures on the property as well as several agricultural building to serve the operation. Miron Farmhand Living Quarters IUP 3. LEVEL OF DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying an interim use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the interim use permit. 4. ANALYSIS: A. Consistency with Ordinance Standards Staff used these standards to review the application and found that the request meets all applicable standards as follows. On properties 20 acres or more in size, located in the future urban service, rural residential, agricultural, and long term agricultural districts a second dwelling shall be allowed for living quarters for a farmhand. The second dwelling shall only be allowed with approval of an interim use permit upon finding that the following conditions have been met: 1. The primary use of the property shall be a bona fide agricultural operation of sufficient size to necessitate the assistance of a farmhand. The property is currently operated as an agricultural dairy farm. This is a large operation with existing assistance from employees and family members. 2. The living quarters shall be for employees hired to conduct work on the farm or members of the family. The living quarters will be occupied by members of the family that assist on the farm. 3. The living quarters shall not be used or rented out for any purpose other than agriculture. This is listed as a condition in the interim use permit. 4. The living quarters shall meet all zoning and building code requirements. This is listed as a condition in the interim use permit. S. There shall be no variances involved in the request. No variances are requested with this application. 6. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all code requirements. This is listed as a condition in the interim use permit. Miron Farmhand Living Quarters IUP 5. STAFF RECOMMENDATION: It's in staff s opinion that the request meets all the items required for interim use permit Staff recommends approval of the farmhand living quarters IUP subject to the conditions listed in IUP and the attached draft resolution to the Planning Commission. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Interim Use Permit CITY OF Miron Interim Use Permit T 0 � 250 EST. 190E Location Map Feet Hugo, MN 1 in = 250 feet RESOLUTION 2021- APPROVING AN INTERIM USE PERMIT TO ALLOW FARMHAND LIVING QUARTERS ON PROPERTY LOCATED AT 15250 HOMESTEAD AVENUE NORTH WHEREAS, Fran and Mary Ann Miron have requested approval of an interim use permit to allow farmhand living quarters on property located at 15250 Homestead Avenue North. WHEREAS, the property is legally described as: See Attached WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 23, 2021, 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 interim use permit to allow farmhand living quarters on property located at 15250 Homestead Avenue North, subject to the following conditions: 1. The applicant shall meet all requirements for Farmhand Living Quarters under section 90-276 of the City Code. 2. The living quarters shall meet all zoning and building code requirements. 3. Prior to the occupancy of the farmhand living quarters, a building permit shall be issued and all required work shall be completed. 4. The living quarters shall not be used or rented out for any purpose other than agriculture. 5. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all City Code requirements. ADOPTED by the City Council this 4th day of October 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO INTERIM USE PERMIT DATE OF APPROVAL: October 4, 2021 ADDRESS FOR WHICH CUP IS GRANTED: 15250 Homestead Avenue North LEGAL DESCRIPTION: See Attached OWNER: Fran and Mary Ann Miron ZONING DISTRICT: Agricultural (AG) THIS IUP ALLOWS FOR THE FOLLOWING: Farmhand Living Quarters THIS INTERIM USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The applicant shall meet all requirements for Farmhand Living Quarters under section 90-276 of the City Code. 2. The living quarters shall meet all zoning and building code requirements. 3. Prior to the occupancy of the farmhand living quarters, a building permit shall be issued and all required work shall be completed. 4. The living quarters shall not be used or rented out for any purpose other than agriculture. 5. Within 12 months of the date that agricultural operations on the property cease, the second dwelling shall be removed or the property shall be subdivided and meet all City Code requirements. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 20, 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 Fran Miron Mary Ann Miron STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 20, before me, a Notary Public within and for said County, personally appeared Fran and Mary Ann Miron, husband and wife, 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 5524 Upper 146th Street North Hugo, MN 55038 Agenda Number: D.3 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Lakeview Family Dentistry, 14475 Forest Boulevard North — Request for site plan approval, a variance from the impervious surface coverage requirement, and a variance from the building setback from the ordinary high water (OHW) level of Egg Lake. DATE: September 16, 2021 for the Planning Commission Meeting of September 23, 2021. ZONING: Central Business District (C-1) 60-DAY REVIEW DEADLINE: October 22, 2021 1. DESCRIPTION OF REQUEST AND BACKGROUND: Lakeview Family Dentistry is requesting site plan approval for an approximately 4,400 square foot addition to be constructed on to the existing building on site. The existing building is 1,957 square feet and operates as a dental clinic. The site is adjacent to Egg Lake and falls within the Shoreland Overlay District. The applicant is also requesting two variances from the Shoreland Overlay District requirements. A variance is requested from the maximum imperious surface coverage to allow an impervious surface coverage of 50.6%, where a maximum of 25% is required. An additional variance is requested to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance. The site plan for the existing building was approved on April 6, 1992 and was originally built as a dental clinic. The owner has since changed but the use remains the same. The applicant is proposing to continue the same use on site. 2. CONTEXT: A. Surrounding Land Use and Zoning The property and all surrounding sites are zoned Central Business District and are guided as Mixed Use in the 2040 Land Use Plan. Lakeview Family Dentistry — Site plan and variance requests Page 2 B. Existing Conditions The property is 0.85 acres and is adjacent to Egg Lake with wetlands located on the eastern portion of the site. There is an existing dental clinic on site that has access to Highway 61. 3. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with 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 variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. Variance from Maximum Impervious Surface Coverage The Shoreland Overlay District requires that no more than 25% of a lot within the district may be covered by impervious surface. The existing lot has an impervious surface coverage of 30.6% and the proposed site plan has an impervious surface coverage of 50.6%. The applicant is requesting a variance to allow an impervious surface coverage of 50.6%, where 25% is required by ordinance. Staff used the standards outlined in Section 90-38 of the City Code and found the following: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties" as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The applicant is proposing to use the property in a reasonable manner that is consistent with the use of the existing building. It is reasonable to add on to an existing business. The property is subject to a maximum impervious surface coverage of 25% because it is within the Shoreland Overlay District. However, standard C-1 zoning allows up to 90% of the lot to be covered by impervious surface. It is reasonable for a commercial property to need additional impervious surface to meet the minimum parking requirements. Lakeview Family Dentistry — Site plan and variance requests Page 3 b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and, The property is unique in that it is legal nonconforming and the existing impervious surface of the lot exceeds the maximum impervious surface requirement per ordinance, and therefore any modification to the existing building requires a variance. Additionally, the property is uniquely shape, limiting the design and layout of the site. c. Character ofNei,-hborhood. The variance, ifgranted, will not alter the essential character of the neighborhood. Other neighboring properties are also legal nonconforming to the zoning district requirements and have similar uses and impervious surface coverage. The property is also located within the Downtown District and the applicant is proposing to match the existing architectural details of the building, meeting the Downtown Design Guidelines. The proposed site plan will not alter the essential character of the neighborhood and will continue to conform to the Downtown Design Guidelines. It is in staff s opinion that there are practical difficulties in meeting the impervious surface coverage requirement outlined in the Shoreland Overlay District. The applicant's request to add on to an existing building is reasonable and the expansion is intended to meet the needs of the growing business. The property is unique in that the existing building does not conform to the Shoreland Overlay District standards, although it conforms to the C-1 zoning district standards. The proposed addition and site plan will be of matching materials to the existing building and therefore will not alter the character of the neighborhood. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City's Comprehensive Plan. The spirit and intent of the ordinance is to allow central business district properties to have a sufficient amount of parking and buildable area on site to accommodate business operations. The C-1 zoning district allows up to 90% of a lot to be covered by impervious surface coverage to ensure adequate parking for various users. The proposed impervious surface percent is still well below what is allowed in the C-1 zoning district, meeting the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use of the site is permitted in the C-1 zoning district. (S) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. However, the building addition will be required to meet building code regulations regarding low floor separation from Lakeview Family Dentistry — Site plan and variance requests Page 4 the groundwater elevation. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by City sewer and water. It is in staff s opinion that the application meets the criteria outlined in the City Code to approve a variance. C. Variance from the Ordinary High Water (OHW) Level Building Setback Requirement The Shoreland Overlay District requires a 100 foot building setback requirement from the OHW level of Egg Lake. The applicant is proposing a building setback of 61.4 feet from the OHW level of Egg Lake, therefore requiring a variance. Staff used the standards outlined in Section 90-38 of the City Code and found the following: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties" as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The applicant is proposing to use the property in a reasonable manner by adding on to the existing building and expanding business operations. A significant portion of the property does not meet the building setback requirement for the Shoreland Overlay District, therefore making it difficult to conform to ordinance standards. The proposed site plan meets all other setback requirements. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property is unique in that the shape, size, and location of the existing building limit the location of the proposed addition. The location of the addition is also limited due to the parking requirements that are necessary to meet the expanded business use. The proposed building location is located in the most feasible area due to existing circumstances. Lakeview Family Dentistry — Site plan and variance requests Page 5 c. Character ofNeiahborhood. The variance, ifgranted, will not alter the essential character of the neighborhood. The variance request does not alter the essential character of the neighborhood as the proposed addition is consistent with the Downtown Design Guidelines. Additionally, there are other properties that fall within the Egg Lake Shoreland Overlay District with similar building proximities to the OHW level. It is in staff s opinion that there are practical difficulties in meeting the building setback requirement from the OHW level of Egg Lake. It is reasonable for the applicant to expand their existing business and the proposed building addition will not alter the character of the neighborhood. The property has unique circumstances that make meeting the ordinance requirements difficult and the location of the existing building limits the location of the proposed addition. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City's Comprehensive Plan. The spirit and intent of the ordinance is to ensure that buildings are located a reasonable distance away from the OHW level of water bodies and to limit the impact on natural resources. The City Ordinance requires that the building setback from the OHW level is 100 feet. The MN State Statute Chapter 6120 requires the OHW level building setback of 75 feet on sewered lots along recreational development lakes, which is less restrictive than City standards. It is in staffs opinion that 61.4 feet is a reasonable setback from the OHW level of Egg Lake and the proposed building additional will not impede on the natural elements of the site. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use of the site is permitted in the C-I zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. However, the building addition will be required to meet building code regulations regarding low floor separation from the groundwater elevation. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by City sewer and water. It is in staff s opinion that the application meets the criteria outlined in the City Code to approve a variance. Lakeview Family Dentistry — Site plan and variance requests Page 6 D. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The proposed site plan meets the building setbacks from the front, side, and rear lot lines for the C-1 zoning district requirements. The applicant is requesting a variance from the ordinary high water level building setback in the Shoreland Overlay District requirements. Building Height The C-1 zoning district has a maximum building height of 35 feet. The site plan meets this requirement. Building Coverage and Lot Coverage The C-1 zoning district has a maximum impervious surface coverage of 90%, however, the Shoreland Overlay District has a maximum impervious surface coverage of 25%. The proposed site plan has an impervious surface coverage of 50.6%, requiring a variance. The applicant is requesting a variance from the impervious surface lot coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial 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 perimeter of the site. In order to meet the landscape requirements, 10 deciduous trees, 5 coniferous trees, 5 ornamental trees, and 32 shrubs are required to be installed. The applicant is using existing and new landscaping to meet the landscaping requirements. The site plan exceeds the City's landscaping requirements. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed 1/2 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 downcast pole fixtures and meets the lighting requirements. Streets and Access The site is located along the east side of Highway 61 and has existing access. The applicant is not proposing to expand the access but is proposing to expand the parking lot. If needed, the applicant shall have a driveway permit issued by MNDOT. Lakeview Family Dentistry — Site plan and variance requests Page 7 Parking Section 90-253, Parking and Loading of the City Code determines the number of parking spaces required per site. Parking is determined by gross floor area. There are 32 stalls required for the site and the applicant is proposing 32 stalls, meeting the parking requirements. Building Architecture The City of Hugo adopted Downtown Design Guidelines in 2007, which aims to create a sense of arrival in the downtown area of Hugo. The Downtown Design Guidelines emphasize prairie style architecture with hipped roofs, which is a proposed element of the site plan. The applicant is proposing to construct the addition with similar materials and color to the existing building. The existing building is constructed of wood siding and the applicant is proposing to match the existing siding with a fiber cement material. Staff is comfortable with the proposed architectural materials. The applicant is required to submit a material sample board, which will be evaluated and approved administratively. Trash Enclosure The applicant is proposing a trash enclosure in front of the proposed building addition. The trash enclosure is proposed to be of the same materials as the addition and surrounded by landscaping. Staff has asked the applicant to consider alternative locations for the trash enclosure, however, acknowledges that there are site limitations. Staff will continue to work with the applicant on final location of the trash enclosure. Signage The applicant is not proposing to change the existing monument sign on site. The applicant is proposing an entrance sign to be located near the main entrance of the site. The entrance sign is proposed to be surrounded by landscaping. Staff is comfortable with the proposed signage. Grading The applicant is proposing to use the property to the north in order to complete construction of the proposed addition. This requires grading to be done on the adjacent property. The applicant is proposing a temporary construction agreement for work on the adjacent property. Staff is requiring the applicant to provide the executed agreement between both property owners and has listed that as a condition of approval. The applicant is required to address all redlined comments that have been provided to them by the City Engineer, which is listed as a condition of approval. Lakeview Family Dentistry — Site plan and variance requests Page 8 Utilities The existing building is served by City sewer and water. These connections will be expanded to the proposed addition. Water service to the new expansion will be done internally and the sanitary sewer will have a new connection to the sanitary sewer main that runs north and south along the east side of the site. The applicant is required to address all redlined comments that have been provided to them by the City Engineer, which is listed as a condition of approval. Wetlands and Stormwater Management The applicant is not proposing any wetland impacts. The applicant is proposing to meet stormwater quality and rate control requirements through the use of infiltration basins on site. The basins are sized appropriately to meet the City's water quality and the Rice Creek Watershed District's rate control requirements. A stormwater maintenance agreement and drainage and utility easements are required for the stormwater basins on site. Park Dedication Park Dedication is not required for commercial and industrial developments. 4. CONCLUSION: It is in staff s opinion that the site plan request for Lakeview Family Dentistry meets all requirements necessary to approve the proposed addition to the existing building located at 14475 Forest Boulevard North. Staff finds that the applicant meets the requirements necessary to approve a variance request to allow an impervious surface coverage of 50.6%, where 25% is required. Staff also finds that the applicant meets the requirements necessary to approve a variance request to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance. 5. RECOMMENDATION: Staff recommends that the Planning Commission approve the site plan and variance requests for Lakeview Family Dentistry for property located at 14475 Forest Boulevard North, subject to the conditions listed in the resolutions. Lakeview Family Dentistry — Site plan and variance requests Page 9 ATTACHMENTS: 1. Location Map 2. Site Plan Resolution 3. Variance Resolution — Impervious Surface Coverage 4. Variance Resolution — OHW Level Building Setback 5. Engineer's Memo dated September 20, 2021 6. Variance Narratives 7. Site Plan Submittal dated September 16, 2021 8. Colored Renderings :.i 4% T ` Site Roads _I Hugo Border Parcel Boundary ,,�CITTY OF^ iiV� EST. 1908 1 4 14475 Forest Boulevard North Location Map Hugo, MN N 0 150 Feet 1 in = 150 feet RESOLUTION 2021-XX APPROVING A SITE PLAN FOR LAKEVIEW FAMILY DENTISTRY FOR SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested site plan approval for an approximately 4,400 square foot addition to be constructed on to the existing building on property located at 14475 Forest Boulevard North, that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan on September 23, 2021, 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 Lakeview Family Dentistry with the following findings: A site plan is approved to allow construction of an approximately 4,400 square foot square foot addition with the plans dated September 16, 2021. 2. The applicant shall obtain all necessary local, state, and federal permits. 3. The applicant shall provide an executed temporary construction agreement for work being done on the adjacent property to the north and shall provide a concurrent grading plan to be reviewed and approved by staff. Prior to Building Permit Approval: 4. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated September 20, 2021, shall be addressed. 5. The applicant shall submit the final building material sample board to be reviewed and approved by staff. 6. The final location of the trash enclosure shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 7. A final landscaping and lighting plan shall be reviewed and approved by staff and all required landscaping shall be fully installed. 8. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. Resolution 2021-XX Page 2 9. A maintenance agreement for the stormwater management facilities shall be recorded against the property. ADOPTED by the City Council this 4t1i day of October, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2021-XX APPROVING A VARIANCE FROM THE MAXIMUM IMPERVIOUS SURFACE COVERAGE FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested approval of a variance to allow an impervious surface coverage of 50.6%, where a maximum of 25% is required, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 23, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 16, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is a reasonable use of the property as it is consistent use on site. 4. The variance will not noticeably change the character of the area. 5. There are practical difficulties in meeting the ordinance standards. 6. The spirit and intent of the ordinance is to allow central business district properties to have a sufficient amount of parking and buildable area on site to accommodate business operations. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Lakeview Family Dentistry to allow an impervious surface coverage of 50.6%, where 25% is required, on property located at 14475 Forest Boulevard North. Resolution 2021-XX Page 2 ADOPTED by the City Council this 4t1i day of October, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2021-XX APPROVING A VARIANCE FROM THE ORDINARY HIGH WATER LEVEL BUILDING SETBACK REQUIREMENT FOR PROPERTY LOCATED AT 14475 FOREST BOULEVARD NORTH WHEREAS, Lakeview Family Dentistry has requested approval of a variance to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 23, 2021, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 16, 2021. 2. The proposed variance is permissible by law. 3. The applicant is proposing to use the property in a reasonable manner. This is a reasonable use of the property as it is consistent use on site. 4. The variance will not noticeably change the character of the area. 5. There are practical difficulties in meeting the ordinance standards. 6. The spirit and intent of the ordinance is to allow expansion of businesses and to ensure that buildings are located a reasonable distance away from OHW levels. 7. The property is not located within a floodplain area. 8. The property is served by City sewer and water. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Lakeview Family Dentistry to allow the proposed addition to be setback 61.4 feet from the OHW level of Egg Lake, where 100 feet is required by City ordinance, on property located at 14475 Forest Boulevard North. Resolution 2021-XX Page 2 ADOPTED by the City Council this 4t1i day of October, 2021. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk 0 U Z w m CO 0 LO 00 00 N LO 0 CD W D CO W W U) m W 00 wsb September 20, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Lakeview Family Dentistry WSB Project No. 018793-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed Lakeview Family Dentistry expansion located at 14475 Forest Boulevard east of Highway 61 just south of 145th Street. In particular, we have reviewed the following plans related to this particular request: Civil Plan Sheets dated 9/16/21 by Loucks Stormwater Management Report dated 9/16/21 by Loucks Geotechnical Report dated 8/4/21 by Braun Intertec Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to maintain the current access from Forest Boulevard/US Hwy 61 south of 145t" Street. 2. Any impact to traffic or the state right of way as part of construction will need to be coordinated with, permitted, and approved by MNDOT. 3. Water service to the new expansion will be achieved by internally extending the existing building service. Applicant will need to coordinate with the Department of Labor and Industry that horizontal separation from the storm sewer meets their requirements and to verify that the existing service to the building is large enough to sufficiently supply water to the entire building following expansion.. 4. Sanitary sewer service is proposed to extend from the new building expansion to the east and create a new connection to the existing sanitary sewer main that runs north and south along the east side of the site. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 6. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite infiltration basins. The basins are sized to meet the City's water quality and RCWD's rate control requirements. Water reuse is not utilized as part of the design. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Lakeview Family Dentistry\Site Plan and Variance Applications\018793-000 LTR RJuba - Lakeview Family Dentistry.docx Ms. Rachel Juba March 19, 2021 Page 2 The applicant is not able to meet the 0.1 cfs/ac rate control requirement due to site constraints including existing sanitary easements and staying outside of Egg Lake, however since the site discharges to Egg Lake and is showing a decrease is rates for all storm events this is not anticipated to have a negative impact on Egg Lake or any downstream properties. Additionally, the discharge volume to Egg Lake is decreased in all storm events so Egg Lake's HWL will not increase due to this project. The stormwater management does meet RCWD's requirements. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Lakeview Family Dentistry 14475 Forest Blvd N, Hugo, MN Land Use Application - Variance Request Findings September 3, 2021 VARIANCE FROM MAXIMUM IMPERVIOUS SURFACES The existing Lakeview Family Dentistry facility is located adjacent to Egg Lake and therefore is located in the shoreland district. Based on the shoreland district rules, no more than 25% of a lot or parcel in the shoreland district may be covered by an impervious surface. The existing impervious surface coverage of the lot is 30.6%. A variance is requested from the maximum impervious surface coverage for the proposed building addition. The requested variance meets the required findings as follows: (1) Law. The variance as requested is permissible by law. The requested variance is permissible by law. (2) Practical difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties" as used in the granting of a variance means: a. Reasonable use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The property owner proposes to use the property in a reasonable manner consistent with the permitted use within the zoning ordinance and in continuation of services currently offered by the business. b. Unique circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has unique circumstances in that the existing property exceeds the maximum allowable impervious surface coverage today, thereby creating a need for a variance for any expansion of the building. The property owners have exhausted all other available options to avoid a variance, including attempts to acquire adjacent properties to the north and south to increase the overall property area. The property owners have also spent extensive time pursuing alternative options, including different properties, to avoid a variance request. The proposed development of the property continues to serve the growing community, meets minimum parking requirements and provides enhanced stormwater treatment. C. Character of neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The proposed design will not alter the essential character of the neighborhood but instead will enhance the development in the area. The design proposal is consistent with the current aesthetics of the property and surrounding area. Hugo has continued to experience residential growth, increasing demand for services in the community. Further development of this property is intended to support and participate in this positive community growth. This project will support the City of Hugo's development plan of the downtown district and plans for development north of the property on Egg Lake. The proposed expansion on this property further supports the City's development plan by ensuring residents are provided services locally in their community. Lakeview Family Dentistry Variance Required Findings, Page 1 of 2 (3) Spirit and intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the city's comprehensive plan. The variance, if granted, will allow Lakeview Family Dentistry to continue to support the community's current growth and future growth per the 2040 comprehensive plan. (4) Prohibited use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The variance, if granted, will not have the effect of allowing any use prohibited in the district. (5) Hazard consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The variance, if granted, will not affect or create any flood hazards. The proposed stormwater management plan reduces both the stormwater runoff rates and volumes leaving the site compared to existing conditions. The proposed infiltration basin on the east side of the property will provide additional compensatory flood storage compared to existing conditions. (6) Septic and well compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The variance, if granted, will not affect the property's compliance with city and state septic and well codes. Lakeview Family Dentistry Variance Required Findings, Page 2 of 2 Lakeview Family Dentistry 14475 Forest Blvd IN, Hugo, MN Land Use Application — Variance Request Findings September 3, 2021 VARIANCE FROM EGG LAKE ORDINARY HIGH WATER (OHW) SETBACK The existing Lakeview Family Dentistry facility is located adjacent to Egg Lake and therefore is located in the shoreland district. Egg Lake has a shoreland classification of Recreational Development (RD) with a required setback of 100-ft from the OHW elevation. Per Minnesota Department of Natural Resources, the OHW for Egg Lake is 926.66 on NAVD88 datum (926.50 on NVGD29 datum). A variance is requested from the 100-ft setback from the OHW elevation for the proposed building addition. The requested variance proposes a 61.4-ft setback from the OHW at the northeast corner of the addition and a 73.2-ft setback from the OHW at the southeast corner of the addition. The requested variance meets the required findings as follows: (1) Law. The variance as requested is permissible by law. The requested variance is permissible by law. (2) Practical difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term 'Practical Difficulties" as used in the granting of a variance means: a. Reasonable use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; The property owner proposes to use the property in a reasonable manner consistent with the permitted use within the zoning ordinance and in continuation of services currently offered by the business. b. Unique circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has unique circumstances including a deep and narrow lot abutting a lake with the existing building structure being located at the back of the lot. The property owners have exhausted all other available options to avoid an encroachment, including attempts to acquire adjacent properties to the north and south. The property owners have also spent extensive time pursuing alternative options, including different properties, to avoid a variance request. Due to parking requirements and the limitations of a narrow, angular lot, the best feasible expansion option to meet the needs of increased business demand is to expand to the north and east/west which subsequently encroaches into the 100-ft setback. The proposed building footprint prioritizes expanding to the west to the greatest extent possible and expands eastward only as required to meet minimum program requirement. The design proposal is one in which considerations have been made to best use the land with the least amount of encroachment, where a similar size addition completely to the east would have been preferred but is not practical given the constraints noted above. Once built, there will be no viable future opportunity to expand construction to the east. C. Character of neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. Lakeview Family Dentistry Variance Required Findings, Page 1 of 2 The proposed design will not alter the essential character of the neighborhood. Hugo continues to experience residential growth, increasing demand for services in the community. Further development of this property is intended to support and participate in this positive community growth while respecting its context. The building exterior follows the design language of the existing structure, maintaining a prairie style aesthetic in line with local traditions and the City of Hugo Downtown Design Guidelines. This project will support the City of Hugo's development plan of the downtown district and plans for development north of the property on Egg Lake. Furthermore, the proposed expansion on this property supports the City's development plan by ensuring residents are provided services locally in their community. (3) Spirit and intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the city's comprehensive plan. The variance, if granted, will allow Lakeview Family Dentistry to continue to support the community's current growth and future growth per the 2040 comprehensive plan. The proposed plan meets the spirit and intent of the code by maintaining the natural characteristics and function of the shoreline. No modifications to the shoreline or associated trees and vegetation along the shoreline are proposed. Additional trees and plantings are proposed between the building and the shoreline to further enhance the natural characteristics of the area. Runoff from existing and proposed impervious surfaces onsite will be treated in a stormwater management system to further reduce the risk of impairment to Egg Lake. (4) Prohibited use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The variance, if granted, will not have the effect of allowing any use prohibited in the district. (5) Hazard consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The variance, if granted, will not affect or create any flood hazards. The proposed building expansion is not located in the FEMA flood plain or the shore impact zone, and the construction of a large infiltration basin will provide additional compensatory flood storage compared to existing conditions. (6) Septic and well compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The variance, if granted, will not affect the property's compliance with city and state septic and well codes. Lakeview Family Dentistry Variance Required Findings, Page 2 of 2 ' I I 9� Ix I I / I I rJ 1 ----- -lie I > I� gx g I a � a' i- m I d L �lr \ '` g l r. ` Cr ` x -y- — 66� I I � � I t, / a I 6 I x 9�6 I CB1 I I I RIM=935 45 INV=932 50� I I 957T ^n I 1 I � I I I ' I I I I I / 5 d LA N N 0 N 10 0- 0 0 CL R I ' / \ e \ l / A I —l— \ / l I I l l/\/ / Y I V l I ,71 BITUMINOus o �,� 1x 140 ft E & 140 ft S of the section of E—W 114 line & line of Forest Blvd N �g g� Approximate location of / Sewer and Water Easement per Doc. No. 720118=-- I cB RIM=934 77 INV-932 58 12PVC� I 12°PVC I I I LEGEND FOUND 1/2 INCH OPEN IRON » STORM SEWER MONUMENT UNLESS SHOWN OTHERWISE > SANITARY SEWER ❑A AIR CONDITIONING UNIT --->----->--- MAPPED SANITARY SEWER ® CATCH BASIN ------- I ------- MAPPED WATERMAIN O SANITARY MANHOLE GAS UNDERGROUND GAS E) ELECTRIC METER TEL UNDERGROUND TELEPHONE Eoo ELECTRIC OUTLET OH OVERHEAD UTILITY © GAS METER —WL— WETLAND AS DELINEATED BY KJOLHAUG ENVIRONMENTAL LIGHT POLE SERVICES ON JULY 29, 2021 0 POWER POLE CONCRETE CURB RDo ROOF DRAIN RETAINING WALL SIGN .° v CONCRETE 0 TELEPHONE PEDESTAL �/. NO PARKING OPARKING STALL COUNT �.I EXISTING BUILDING �g12� CONTOUR DISABLED PARKING STALL x 9725 SPOT ELEVATION P WETLAND FLAG SCHEDULE B II ITEM ❑U UTILITY PEDESTAL Eoo ELECTRIC OUTLET A ■ 1 1 1 1 A I / It I V , I r 1 1 1 1 TREE LINE CONIFEROUS TREE CSP SPRUCE DECIDUOUS TREE Al ASH BO BOXELDER EL ELM FR MISC FRUIT LN LINDEN wi WILLOW WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS ' c—WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake ' OHW = 926 5 FEET (NGVD29) --\�—Approximate location of Ponding and Flowage Easement per ' Doc. No. 708259 — ZONE A-- 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. C� \A/A 113A11 AI!-. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan, n or report was prepared by me o�—r 'yEp visionan that Iam a duly Li �sn 1 �i-�{��i the laws of the Stag 6t v �I �RU C CONTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN F REf PROTE CONC 1 ' �j. I a. i PROTECT EXISTIN( UTILITIE EXISTING MONUMENT SIGN TO REMAIN PROTECT DURING CONSTRUCTION 1 I 1 I 5 d LA N N 0 N 10 0- 0 0 5= ^ I � — CB - R M=934 77 12PVC�932 58 12„PVC< - 1 ' I 1 ^ ' 1 I LEGEND FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE ❑A AIR CONDITIONING UNIT M CATCH BASIN O SANITARY MANHOLE QE ELECTRIC METER Eoo ELECTRIC OUTLET © GAS METER LIGHT POLE Oi POWER POLE RDo ROOF DRAIN —� SIGN ❑T TELEPHONE PEDESTAL OPARKING STALL COUNT DISABLED PARKING STALL P WETLAND FLAG -EVATI ON 9 FEET 7/16/21 DELINEATED BY KJOLHAUG ENTAL SERVICES ON JULY 29, 2021 I Lake 5 FEET (NGVD29) note location ing and Easement per 708259 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. STORM SEWER TREE LINE > SANITARY SEWER CONIFEROUS TREE --->----- >--- MAPPED SANITARY SEWER sP SPRUCE ------- I ------- MAPPED WATERMAIN DECIDUOUS TREE C. GAS UNDERGROUND GAS As ASH TEL UNDERGROUND TELEPHONE BO BOXELDER _OH— OVERHEAD UTILITY EL ELM — —WL— WETLAND AS DELINEATED BY FR MISC FRUIT KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 LN LINDEN CONCRETE CURB w1 WILLOW RETAINING WALL CONCRETE NO PARKING / ! EXISTING BUILDING �g12� CONTOUR x972.5 SPOT ELEVATION SCHEDULE B II ITEM [] UTILITY PEDESTAL EOo ELECTRIC OUTLET DEMOLITION LEGEND: % % % % % % % % % % % % REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING RIPRAP REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER 0 POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. xREMOVE EXISTING TREES SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON -SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,i n or report was prepared by me o r y�Qlj visionan that Iamaduly Li d nen �rZiy-��i the laws of the Statt v �1 0 STR C� CNTrevor D. Gruys - PE License No. 53706 Date REQUIREMENTS. Loucks Project No. 20499 Project Lead TDGDrawn 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS By TDG/MDC PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE Checked By TDG DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED Review Date 09/16/2021 PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER SHEET INDEX POLLUTION PREVENTION PLAN (SWPPP). C1-1 EXISTING CONDITIONS 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL C1-2 DEMOLITION PLAN LIMITS UNLESS OTHERWISE NOTED. C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN C� \A/A CAI IAI!-. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 1 1 1 1 EXISTING SIGN 3' TAPER AT \ END CURB AT EXISTING SIDEWALK a �Vc) . y V / e; / Q \ e ~ i' T ~ k m rJ C# T. J ' 3' TAPER TO _ END CURB AT EXISTING SIDEWALK s' 10' BUILDING & iy ` PARKING SETBACK EXISTING SIGN n (14 In N N 0 N 10 01 0 0 5= LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL I Irl—IT PnI F_TVP_ O' BUILDING SETBACK HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL Liun I rvLo- I r r T \ \ SEE PHOTOMETRICS PLAN B I T U M I N O U S LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS ADA NO PARKING ACCESS AISLE SIGN TYP-SEE DETAIL PAVEMENT TYPES CONCRETE SIDEWALK a CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-1 OR C8-2 FOR TYPE AND DEPTH INFORMATION. A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH Al I PARTIFS INVC)I VFF) CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL 1 1 1 1 1 1r CIVIL LEGEND DOSTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT �Q GATEVALVE N dR. POST INDICATOR VALVE @Ply 0 LIGHT POLE 0 POWER POLE v SIGN #3 BENCHMARK SOIL BORINGS_ 6y, WATER MANHOLE !� TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —S SANITARY SERVICE HANDICAP PARKING L DIRECTION OF FLOW M or SPOT ELEVATION CONTOURS SANITARY SEWER >> STORM SEWER WATERMAIN FM FORCEMAIN rM —i> DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — X X— FENCE LINE —X X— TEL— UNDERGROUND TELE -----GAS-- UNDERGROUND GAS OH— OVERHEAD UTILITY 170— UNDERGROUND FIBER OPTIC ELF UNDERGROUND ELECTRIC ATV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS EGG LAKE OHW ELEV=926.66 WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS U WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake �2y ' OHW = 926 5 FEET (NGVD29) 1 1 - ZONE A- 0 20 40 N SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. SITE DATA CURRENT ZONING: C-1 CENTRAL BUSINESS DISTRICT PROPOSED ZONING: C-1 CENTRAL BUSINESS DISTRICT PROPERTY AREA: 0.85 AC EXISTING IMPERVIOUS AREA: 0.26 AC (30.6%) PROPOSED IMPERVIOUS AREA: 0.43 AC (50.6%) DEVELOPMENT AND DESIGN STANDARDS BUILDING SETBACKS: FRONT 10 FT MINIMUM SIDE 0 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW PARKING SETBACKS: FRONT 10 FT MINIMUM SIDE 5 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW OFF—STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 8.5 FT PARKING SPACE LENGTH = 18 FT MANEUVERING LANE WIDTH = 24 FT OFF-STREET PARKING CALCULATIONS EXISTING BUILDING = 1,957 SF PROPOSED ADDITION = 4,360 SF TOTAL BUILDING AREA = 6,317 SF TOTAL PARKING REQUIRED = 32 STALLS (1 STALL PER 200 SF BUILDING AREA) TOTAL PARKING PROVIDED = 32 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING PROVIDED: 2 STALLS REQUIRED ACCESSIBLE PARKING: 2 STALLS" :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 25 TO 50 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely STALLS with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion SITE NOTES of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL made at the full risk of that party making such revisions, additions or SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. Consultant from anyhat &a all responsibilities, hold harmless clams, indemnify the 1 Q Consultant from any &all responsibilities, claims, and liabilities. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER S U BM ITTAUREVIS• CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. ALL 08/13/21 CITY SUBMITTAL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT 09/03/21 CITY SUBMITTAL EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 09/16/21 CITY SUBMITTAL 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 8.5' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE PHOTOMETRICS PLAN FOR SITE LIGHTING. SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. I hereby certify that this plan,Q.En i n or report was prepared by me o r y vision an that I am a duly Li d Mess �f1iy�the lawsoftheStatt c0 STR NTrevor D Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN BI rUMINOUs IL N N N 0 N 10 0` 0 0 CL A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH ALL PARTIES INVOLVED XO 1 9 F 140 ft E & 140 ft S of the section of E-W 114 An & line of Forest Blvd N ,4q xg _ .- Approximate location of / Sewer and Water Easement per Doc. No. 720118-_e_"-- I CB I RIM=934 77 I « INV-932 58 �� I 12��PVC PVC12„I 1 I A A A 1 1 1 1 1 1 _I 1 1 1 1 EGG LAKE OHW ELEV=926.66 PUMP LINE WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS ' --WETLAND DELINEATED BY KJOLHAUG ' ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake ' OHW = 926 5 FEET (NGVD29) --\---Approximate location _ of Ponding and ' Flowage Easement per Doc. No. 708259 ZONE A - INFILTRATION BASIN HWL:935.49 EOF:934.90 BOT:931.70 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. CIVIL LEGEND EXISTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT DQ GATEVALVE N OPIV POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE v SIGN _Tr_ � BENCHMARK SOIL BORINGS_ ® WATER MANHOLE !� TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —SSANITARY SERVICE & HANDICAP PARKING (� L9z DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER STORM SEWER WATERMAIN FM FORCEMAIN Fill —i> DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE r 1r 1r 1r 1r 1r1r1r1 — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — X X— FENCE LINE —X X— TEL UNDERGROUND TELE SAS— UNDERGROUND GAS OH OVERHEAD UTILITY FO UNDERGROUND FIBER OPTIC ----ELE--- UNDERGROUND ELECTRIC DTI, — UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOPSOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. 11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12. ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. 13. ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. C� \A/A CAI IAI!-. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,i n or report was prepared by me o r y�Qlj visionan that I am a duly Li d rc esn �rZiy-��i the laws of the Statt . v �1 0 STR C� cNTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN ' I r 1 �t c � � I y I � O O ALZJ ' i � I I ' ----'/ A 1 i0 ' I k i I x °' I ; I ' I g5h xg56 N y6G x°' I x°' 44'b n yyd p x°' g r� �-CLOTHES LINE x 6"EL I xg \ tk D)\12 s'IEL___ Poin 140 ft E & 140 ft S of the ROCK � ,\ — 9, yh° ,,-• EL 12 2CONSTRUCTION a 9 int section of E-W 1/4 Nine & s"EL` x ��� El line of Forest Blvd N SILT FENCE s"EL ENTRANCE I �� ; ,-314"NP +10"AS `-- - -8"EL 2 • � �9 TYP-SEE DETAIL \ --_ ---- SEE DETAIL I �� ° ' 9 B I T U M I N O U S 12'sP N I ; x4 Leaning North W 0.6 �x� �\V-El_ 6"EL - of the N 140 ft. of GOV' Lot 5 Cap#g N 0.3 ; I r 30°EL i 13115 g^9 Ih I \ 10 �n` � n H\ � g 9 9 h 1s� T Lid g b / J Ix. �\ 'I X 9� , I / ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 PREFABRICATED CONCRETE WASHOUT EA NA SILT FENCE (STANDARD) LF ±1020 EROSION CONTROL BLANKET SY 95 INLET PROTECTION EA 3 BIOROLLS LF NA SWPPP LEGEND SF— SILT FENCE — — — - BIO ROLLS 0 INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN EROSION CONTROL BLANKET EROSION CONTROL BLANKET SEE DETAIL EXPOSED SOILS ALONG THE EASTERN PERIMETER TO RECEIVE STABILIZATION (TEMPORARY i \ OR PERMANENT) WITHIN 24 HOURS OF INACTIVITY. x a 937 x I 3� PROPOSED 9I -,2"B° J�� GAS ° s— SF 936 nix/ 9.Z \ BUILDING �6 T ` lo in v g /�(jj�, / \ I '/��' I N / iRJ T U B E 9 = \ I 4 DOCK g �; g sF 9 3 8 C :�, A X G ^ F U 9 °' 1 7°�°� �cg� F F E 5 �� I / ogyti a, l r D (1.1 X 0 �9 X � I / �as,9 co\ 3 > / I �8 EXPANSION gN g 0) C14 M 3200 `i I p I `� • Z ' r G ��' H g , ° x 83 �� \ x°' / ,^ I O\x� 1\\ ` _ _ _ _ _ 191> I xg5 �9369;/ S/ o a —OH I ❑U `PUMP LINE m ; a a fie Approximate loc o / i ° ° gy�n 3 of 3 J / g -+2e"As I I g a 1p of Telephone Easement __ 120 a per Doc. No. 70826 - / - / I � 20"n v -- \ t.y X B ° g� g� TF WATER ELEVATION i �i oM c� �r 10 � as �G`2,��5�50 �. Cq y` 3 . nn,, a n b l e a �.. 6x W I \ J q¢ % / °'y xg5 / \ ' """"""""""" 6 DATED FEET 1 _ T 9 � _ --' I a g� ' ' I 92507 i6/2 t - -- M°NUA4 r SGN �\ 12"AS x WETLAND DELINEATED BY KJOLHAUG074% ENVIRONMENTAL SERVICES ON JULY 29, 20216 60 x xgy7-__ - - 9J ya �� 3 OR x ` Egg I � I ��� ,14 0 �° � n D 9.�4 - Lake y'I �1 I' G x / x �_/ - �- / ""- / '�'9`�ry I OHW = 9265 FEET NGVD29 g5o� 4 18"AS °�� p 93 _I \ / 2"CO n / 9T f AIR a�� _ I IT ' �66 0 x — \ 1.4 d PPE g In � J - �,ao I I -�°"B0 x°' \ 939 ,+14 As ti "- g��`' II 'I -nApproximate location CBI �\ 9 4 7, o r. _ of Ponding and IRIM=935 45 \ x 5 �O b < .9 14 0 \ I 0 Flowage Easement per INV=932 50U g� \ 1 x \ -I n. / _ �� o ' Cn ' \ \ I v ' 1 1 / ao go 4 18"ASS g� _-/ �g�n - 1 , I f?� Doc. No. 708259 O ° / \ Appro mote 10 ation Of 94 9� x \ x ` x _tit 203 I i I 1,22'. 0 v ,� ewer nd Wate Easem nt $gx — _\ 1 18"AS `Cap# CO I yx I gb per Doc. No. 72 118 s$o — x 44125 g \ gx I I � TNI \ ' S g gn 15 1 I I p '—ZONE A— ' hI 6x 416"AS �\ I \ 6 g�76 � g Xg Nx X93', I 0'AS 4 I \\ qbl ti ,937 1\ 12"SP — 4 SP I I \ INLET1 _1�7 PROTECTION 4t, lisp �6 _ xg�75 �n \ g6 I 'As I , ' TYP-SEE DETAIL 9 6 9 — �\ 1\x7 ��I x Cdp# I L M N 0 U S g g' `��I Xgy17 1115 -( 12"AS oil ' g h 9� I I ( 2 "WI I ,o Bo g /���{ � lol Bo _ is wl \ x / Sewer andmate Water Easelon me�t �, BO I per Doc. No. 720118= �gy\ sill I \ RIM=936 01 yX INV=92168 g`L I CB I I R M=934 77 932 58 12PVC�I I 12"PVC � I ' - ' ' 1 n 1 I CL M N N N 0 N 10 0` 0 0 5= 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. CIVIL LEGEND EXISTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT GATEVALVE H OPIV POST INDICATOR VALVE @Ply 0 LIGHT POLE 0 POWER POLE v SIGN _Tr_ � BENCHMARK SOIL BORINGS- ® WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —SSANITARY SERVICE & HANDICAP PARKING (� L9z DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER >> STORM SEWER WATERMAIN FM FORCEMAIN Fly —>> DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE r 1r 1r 1r 1r 1r1r1r1 — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — X X— FENCE LINE —X X— TEL UNDERGROUND TELE SAS— UNDERGROUND GAS OH OVERHEAD UTILITY FO UNDERGROUND FIBER OPTIC - ELE--- UNDERGROUND ELECTRIC ----CT1!— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. PROFESSIONAL 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT I hereby certify that this or report was EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL �Ian,,n vision an that prepared by me oy 9aE',R TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. I am a duly Li d esthe �1 laws of the Stat o t�C� 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SI NTrevorD.Gruys-PE SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL C, VEGETATION IS ESTABLISHED. License No. 53706 Date 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF QUALITY WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). Loucks Project No. 20499 Project Lead TDG 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), Drawn By TDG/MDC DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE Checked By TDG CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. Review Date 09/16/2021 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND SHEET INDEX BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN 8. DUST MUST BE ADEQUATELY CONTROLLED. C2-1 SITE PLAN C3-1 GRADING PLAN 9. SEE SWPPP NOTES FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. C3-2 SWPPP C3-3 SWPPP NOTES 10. SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. C4-1 UTILITY PLAN C8-1 CIVIL DETAILS 11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN 12. ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN 13. ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF ■ ■ ■ LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. i 71 M In N N O N 10 O` O N O d SWPPP NOTES 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PROPOSED BUILDING ADDITION, PARKING LOT, SURFACE PAVEMENTS, 15. INSPECTIONS INFILTRATION BASIN, AND UTILITIES. A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS REPRESENTATIVE IS REQUIRED. FOLLOWS: B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. 1. INSTALL VEHICLE TRACKING BMP C. STABILIZED AREAS: ONCE EVERY 30 DAYS 2. INSTALL INLET PROTECTION 3. INSTALL SILT FENCE AND BIO-ROLLS AROUND SITE D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO 4. CLEAR AND GRUB SITE RESUMING 5. STRIP AND STOCKPILE TOPSOIL CONSTRUCTION. 6. REMOVE PAVEMENTS AND UTILITIES E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 7. ROUGH GRADE SITE YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) 9. INSTALL UTILITIES CONDUCTING WORK, FINDING OF INSPECTIONS AND 10. INSTALL BUILDING FOUNDATIONS RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT 11. INSTALL CURB AND GUTTER OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR 12. INSTALL PAVEMENTS AND WALKS PERIOD. 13. FINAL GRADE SITE 14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS F. OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT 15. SEED AND MULCH CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS PHOTOGRAPHED. STABILIZED, REMOVE SILT FENCE, BIO-ROLLS, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 16. MINIMUM MAINTENANCE 3. SITE DATA A. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR DISTURBED AREA: 0.85 AC SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS PRE -CONSTRUCTION IMPERVIOUS AREA: 0.26 AC ALLOW. POST -CONSTRUCTION IMPERVIOUS AREA: 0.43 AC B. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT C. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. 4. EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY D. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION E. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL WITH 24 HOURS. EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. F. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, FOR ALL EVENTS GREATER THAN %" IN 24 HOURS SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL 5. WASHINGTON COUNTY RECEIVES AN AVERAGE OF 33.94 INCHES OF CONTROL OF THE SITE. PRECIPITATION PER YEAR. THE FOLLOWING WASHINGTON COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 10-YR 4.16 INCHES 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION 100-YR 7.14 INCHES AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. 6. SEE "EXHIBITYROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES AREA BOUNDARIES. NOTICE OF TERMINATION. 7. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH 19. SWPPP MUST BE AMENDED WHEN: FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE 8. CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. 9. NO DEWATERING IS EXPECTED TO OCCUR ON SITE. C. THE BMPS IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND 10. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7 OR MORE DAYS SHALL CONDITIONS OF THE PERMIT. BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT 19. CONCRETE WASHOUT AREA CONTROL MEASURE. A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH -OUT CONTAINER WITH RAIN PROTECTION PER PLAN. 11. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS B. CONCRETE WASH -OUT TO BE IDENTIFIED WITH SIGNAGE STATING AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. "CONCRETE WASHOUT AREA DO NOT OVERFILL" ®DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 WITH EROSION CONTROL BLANKET HOURS OF STANDING WATER IN WASHOUT AREA. 12. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES 20. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING OF POTENTIAL DISCHARGE ARE STABILIZED. CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 13. SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 21. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT 14. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER WATER. CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN 22. FINAL STABILIZATION AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES STOCKPILES. HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL 15. SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. ALL TEMPORARY BMPS SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN 16. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION CAPACITY. BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 23. RESPONSIBILITIES 17. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP MPCA DISPOSAL REQUIREMENTS. IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: 18. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. COMPANY: PHONE: 19. NO ENGINE DEGREASING IS ALLOWED ON SITE. 20. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMANENT STORMWATER MANAGEMENT SYSTEM: PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, CONTACT: PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS COMPANY: FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY PHONE: RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 24. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR 21. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. OF THE BMPS. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A. PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 r HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE UNIVERSITY OF MINNESOTA PERMITTEE IS RESPONSIBLE. A.A. PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ZacharyB. Moen ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B. THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND Design of Construction SWPPP (May 31 2022) SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D. CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). it HUGOG � SITE VICINITY MAP 0407 Catlo'RYery n 1irl= rA �. Cv I 'n • r �1 1 Laxinglo Mc .d- VIE" �1 ;kormv a,v ` • J, ` t� r! 4 � t III � L'fil li ui:i 0 Ii:•I� L-tp-Is ano I N.y Hugo. Or_ � 4 40� PROJECT SITE P ar Lukn Gra:,'. PGE SJP� p0 2" WASHED COARSE AGGREGATE 6"MIN.DEPTH NOTES: 1. CRUSHED CONCRETE NOT ALLOWED. 2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER 3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS DIRECTED BY THE ENGINEER. HUGO ROCK CONSTRUCTION ENTRANCE �` ", �Voc 1�4, 1 PLATE NO. HU-EC-1 REVISION DATE : APRIL2015 Material: 1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that sets inside the Strom sewer grate. An incorporation rear deflector plate is connected to the receptacle directing the water into the basin for filtration. 2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge. 3. The Filter media shall meet all local specifications for inlet protection. Maintenance: 1. Check Filter media after each rain event. Clean or replace if sediment clogs filter. 2. Remove sediment and debris from the receptacle after each rain event. PLATE NO. HU-EC-4 REVISION DATE : APRIL 2015 WIMCO Curb & Gutter Inlet Protection (Model CG23) CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP Construction Stormwater Special Waters Search Micaas¢ke P¢Ruli¢n C¢nk¢I Agen . Q Legend A X 0 = Tr a -Sham . Plne 51 _ _ __----- ____ 160th St % El 1 ]?th tii N z Tr Stem Tr cutary a� c - 5nemhtand N­tal Area �t thllh N Tr Lake - 1 MILE BUFFER ° 3N I � O � � Leka Trout Lake �obt° E N 8 ._ Trout Lake'snd lake Trou[laka rc L:'ac 'Sth S • `` Llnn LaY. N Lake Superior 0 RVW-Restt'i-d Discharge _ L°pa� I 4@` � a unok ma Lake Supelirn ORVW -Prohibited Dis>_haige _ RICC :�, a ? _ px' � mpered Streams wth �ddtion�l conwucopn creek _ regvreiaans ant it le ILJI// rlPa I bra Impe red Strea- th dd urnlel cpnsvuaian c rQ'�rwe1� ` reyar I rG _ emenu �1 Fi f p tqur Impared W.,A.d,h adds 1 ction `j1} � t�UrEment� ��JJ r, ii, i Impe red Wetlands without ®dd [wnel mnmtrction Id, F ,- � -' � req :remenrs ~``r� ry t32rn 51 II ❑ L J 1 Impa rea Le.-th add-1 t¢nse-ucton Gree mpe red iekea w thout add'm¢nel r¢nawrnon PROJECT SITE.11 I�'temar,� N n - 45h 51 - - - - -- Wararbodies RAMSEY WaterlspdyU- Streani5111 "A 11?rh St :a E P+,1 a WatefiodyU- Iakes.0 Esri C­­ E -ERE, Garmin, INCREMENT P LlSGS, METI/NASA, NGA, EPA, USDA A) Installation WIRE FENCING POST 1 SET POSTS AND STAPLE THE WIRE EXCAVATE A MESH FENCING TO 6"X 6"TRENCH EACH POST \ UPSLOPE ALONG THE TRENCH \\1V LINE OF THE POSTS 111011111-lull- Illll-11111-111I1- u111-11111-Lim 01111111 IIl1-11111-11111- III m=-11111 IIIII-IIIII=11111 11111=111119 =IIIII-11111 IIIII-I 11111--IIIII=1111111111 will IIII- IIIII FILTER FABRIC 3 ATTACH THE FILTER 4 BACKFILL THE TRENCH FABRIC TO THE AND COMPACT THE WIRE FENCING AND EXCAVATED SOIL THETRENCH COMPACTED ED \ BACKFILL BOTTOM OF DRAINAGE WAY O B A� A LL ELEVATION: POINTS "A" SHOULD BE HIGHER THAN POINT "B" B) Maintenance 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF BE MADE IMMEDIATELY. THE BARRIER. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. PLATE NO. HU-EC-2 REVISION DATE : APRIL 2015 I� HUGO PLACEMENT AND CONSTRUCTION OF A SILT FENCE NOTES: 1. PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2. POSTS SHALL BE: • 6 FT MAX. SPACING. • STANDARD STEEL T-TYPE POSTS. • 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3. ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE -FORMED CLIPS. 4. ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5. BACKFILL TRENCH & COMPACT. 6. STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. STRAW OR WOOD FIBER 9" OR 12" DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FLOfW _7 TRENCH IF LOOSE SOILS X 2" X 18" LONG WOODEN AKES AT 2'-0" SPACING. DRIVE I HROUGH NETTING, NOT PENETRATING FIBER LOG. ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 10 GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING / WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. LOUCKS PLATE NO. LOUCKS BIO-ROLL OR 3002 ROCK LOG DRAWN 11/2016 BALE DITCH CHECK o STORM SEWER ° INLET OPEN THROAT BALES -. I u BALE CHECK TO PROTECT STORM SEWER INLETS NOTE: OPTION 1 OPTION 2 1�rW0 2"x 2" WOOD STAKES OR STEEL REINFORCING BARS IN EACH BALE AND EMBEDDED IN THE GROUND 10" MINIMUM HUGO BALE CHECK DETAILS ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) S�R,c F�Ti gC�FOo QF w STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. 3 PLATE NO. HU-EC-3 REVISION DATE : APRIL 2015 OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. 1 STAGGER JOINTS OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,Q.E, I n or report was prepared by me o r y vision an that Iws a duly Li d rc ass �f 1iy � thelaws of the Statt CONSCR 'Trevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN ANCHOR TRENCH 1' TO 3' C3-1 GRADING PLAN 1. DIG 6"X6" TRENCH C3-2 SWPPP 2. LAY BLANKETS IN TRENCH C3-3 SWPPP NOTES 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL 1I6" C4-1 UTILITY PLAN AND COMPACT. C8-1 CIVIL DETAILS 5. BLANKET LENGTH SHALL NOT C8-2 CIVIL DETAILS EXCEED 1 00'WITHOUT AN 6" ANCHOR TRENCH =III 1-1-1 LANDSCAPE PLAN IIIII L2-1 LANDSCAPE DETAILS NOTE: P1-1 PHOTOMETRICS PLAN SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ■■ LOUCKS I EROSION CONTROL BLANKET 6 LOUCKS PLATE NO. 3016 DRAWN 2/2016 �t co ' O ' I, 1 I 1 I ' I ° �- CLOTHES LINE::: 6"EL � 6"ELF r-V1 4 L B Leaninn ITUMIN 0US North 0 )S ` 12'Sg P- _ o / W0.6 OH 16"SP- O \lam ° GAS GAS 8"EL 2 r- GAS - - - - - u ` Q° N / EV1 4 1 a� ate, GAS FUTURE -GAS ti n I o cn / EXPANSION . Z o ° / L J a ' a' M io \� Approximate loc / '< `I ~ i� °' ° of Telephone Easement per Doc. No. 708260 -- --- 7 -- Cf ° ROOF LEADER STUB -___\MONU / 73 LF - 8" PVC @ 2.1 c:n- M T SIGN o�/s /// INV=934.50 66 4i _ ° I - -__I _ (VERIFY SIZE, MATERIAL, ° - �__�W 0,2 ( ___ &INVERT W/MECH; 5 I ly ° Copp + 14"AS CB I RIM=935 45 \` 5 INV=932 50a ` c ; % 418"AS / Appro mate to ation of V I ewer nd Wate Easem nt 4 18"As ' per Doc. No. 72 118 ' CB 1 RIM=936.39 INV=933.39 ' 99 LF-12" PVC @ 0.5% ' CMBH 2 W/ SUMP ' RIM=936.95 BITUMINOUS INV (NE)=933.00 INV (W)-932 90 ROOF LEADER STUB INV=934.50 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) ROOF LEADER STUB 23 LF - 8" PVC @ 1.8% STUB INV=934.50 WYE INV=934.09 (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) --Point 140 ft t & 140 ft of the intersection of E-W 1/4 ' e & E'ly line of Forest Blvd N ,-S line f the N 140 ft. f GOV'T Lot 5 4 30"EL 1 PROPOSED BUILDING FFE=938.50 I I I I I I -SOH E I N I ° ° /20 3 /bP ' I A ° ,14 0 Z __ ................I a ° C --I 20 3 ` Cap# 44125 M 416"AS 1 S2 P- 1 S2 P- IINV (E)-932.80 104 LF-15" PVC @ 0.5% SUMP=929.80 I ROOF LEADER STUB / 13 LF - 8" PVC @ 9.6% I STUB INV=934.50 WYE INV=933.25 I (VERIFY SIZE, MATERIAL, & INVERT W/ MECH) I I I I 71 M In N N 0 N 10 01 0 0 CL CBMH 3 RIM=936.06 INV(N)=932.38 I NV(W, N E)=932.28 G I A A A A "-86 LF-12" I I PVC @ 2.5%I �I I )proximate location o I m tility Easement per D Doc. No. 324284 -�}-__ �FES 4 15 INV=932.19 70 / � I 1\ I Approximate location of �' \ Sewer and Water Easement per Doc. No. 720118= \ 19 LF-15" RCP @ 0.5% I \ \ I I � CB I RIM=934 77 I I INV-932 58 << �_ / 12„pVC 12"pVC --- I A I 1 12 1 1 1 1 1 SANITARY SERVICE STUB ' 21 LF - 4" PVC @ 2.0% INV= 930.50 ' (VERIFY MATERIAL, SIZE, LOCATION *; 1 " 0'2 & INVERT W/ MECHANICAL) ' CONNECT TO EXISTING 8" SANITARY SEWER 12" W/ 4" SERVICE SADDLE & 45° BEND + WYE CONNECTION WYE INV=921.17 -12"BO EX INV=920.84 + FIELD VERIFY EXISTING SIZE, MATERIAL, LOCATION, & INVERT r DOCK q I � a ) I II 0 I \- PUMP LINE �28"AS I INSTALL 45' BEND III 3 4 20"Aq NV=930.08` I \ WATER 8 FEETON R I +10"AS DATED 07/16/21 II ,I"- 12"AS AS ' I I WETLAND DELINEATED BY KJOLHAUG I I 12"BO ENVIRONMENTAL SERVICES ON JULY 29, 2021 ' I � �� + 12"BO I Egg Lake OHW = 926 5 FEET (NGVD29) + 10"BO Approximate location of Ponding and t,60 Flowage Easement per *' ' Doc. Doc. No. 708259 12 12' 0 I - � 15 I I ' ZONEA---- I I t---"- 10I'AS 4 I S I' 12"AS + SMH I RIM=936 01 INV=921 68 I I I I I CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. CIVIL LEGEND EXISTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT GATEVALVE H OPIV POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE v SIGN -Tr- � BENCHMARK SOIL BORINGS_ ® WATER MANHOLE TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE -WWATER SERVICE -SSANITARY SERVICE & HANDICAP PARKING (� L91111DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER STORM SEWER WATERMAIN FM FORCEMAIN FM ->> DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL TREELINE r1r1r1r1r1r1rlrl - - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - X X- FENCE LINE -X X- TEL UNDERGROUND TELE GAS- UNDERGROUND GAS OH OVERHEAD UTILITY FO UNDERGROUND FIBER OPTIC ELE--- UNDERGROUND ELECTRIC CT1!- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND PROFESSIONAL THE GEOTECHNICAL REPORT. I hereby certify that this plan, i nor report was isionan that prepared by me o r yEnt 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE I am a duly Li d r esa En the STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 IawsoftheStat o t�� �1 S5�� HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC CO�TrevorD.Gruys - PE UTILITIES. License No. 53706 Date 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. QUALITY CONTROL Loucks Project No. 20499 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION Project Lead TDG IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. Drawn By TDG/MDC Checked By TDGReview 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA Date 09/16/2021 DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID SHEET INDEX CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN C1-1 EXISTING CONDITIONS NOT BE ATTAINED. C1-2 DEMOLITION PLAN C2-1 SITE PLAN 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT C3-1 GRADING PLAN UNLESS OTHERWISE NOTED. C3-2 SWPPP C3-3 SWPPP NOTES 8. PROPOSED PIPE MATERIALS: C4-1 UTILITY PLAN SANITARY SEWER PVC SCH 40 4" DIAMETER C8-1 CIVIL DETAILS STORM SEWER RCP 15" DIAMETER (SEE PLAN) C8-2 CIVIL DETAILS PVC SDR 35 8" TO 15" DIAMETER (SEE PLAN) 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 4" PVC SCH 40. 10. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. ■ CURB „A„ TYPE B612 12" B618 18" B624 24" • •� I I,Il�) 11�1�!�III��I��I��I!��I�11�1t�li�I������a�:�• �� -,�;� 1���1���1��,�:♦I,.�1/��I,.��/!1/.�1/;�1,�♦I,.�11,�1/�71��:1���1.'i�71: it i. '�:11,I�'1I���.��:N,.•��.�P!�1i.�1�.��.�i�.��S.•�5•:��!. MIN. OF 4" AGG. BASE -- 1NDER CURB (IF TOTAL MINIMUM 1' BEHIND BACK THICKNESS OF SECTION ALLOWS) OF CURB �A 8" STANDARD GUTTER Z" RAID. 13.5 " SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. B6 STYLE LOUCKS PLATE NO. ■ LOUCKS CONCRETE CURB 2009 AND GUTTER DRAWN 2/2016 4" CONCRETE WALK MN/DOT 2521 ■■ LOUCKS CONCRETE SIDEWALK SECTION 4" GRANULAR MATERIAL MN/DOT 3149 LOUCKS PLATE NO. 2034 DRAWN 12/2016 PAVEMENT SECTION VARIES SLOPE GUTTER TO MATCH CONCRETE SIDEWALK - PARKING LOT DRAINAGE WIDTH &SECTION VARY REFER TO SITE PLAN TIP GUTTER OUT AS REQ'D 1/2" RAID. r- 3/8 " LIP AGG. BASI VARIES ■■ LOUCKS T_ C Q d d a° p G e a ° ° ° 1 a ° AV d d d ° c ° MIN. OF 4" -J AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12" 8" 20" SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. FLAT CURB AND GUTTER (12") LOUCKS PLATE NO. 2012 DRAWN 2/2016 REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) 4" WIDE PAINTED LINES, 18" O.C., Q 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN a4" WIDE PAINTED REFER TO SITE PLAN FOR STALL DIMENSIONS 5° v LIIV C�, irtr,rri�. WHITE 8" DIAMETER ALL LINES 4" WIDE PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. 36" HC SIGNAGE PER MINNESOTA RULES 1341.0502 NOT TO SCALE LOUCKS PLATE NO. ■■ LOUCKS TYPICAL ADA PARKING 2037 STALL STRIPING DRAWN 03/2017 ■ LOUCKS 10 0 FINISHED GRADE 1.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED 8/4/2021 STANDARD BITUMINOUS PAVEMENT SECTION ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "NO PARKING" I NOTES: 1. PROVIDE (1) SIGN PER ACCESS AISLE 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 DETAIL CII Ifs 3. SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE LOUCKS PLATE NO. 2031 DRAWN 12/2016 ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "VAN ACCESSIBLE" o SIGN GRADE NOTES: 1. PROVIDE (1) SIGN PER STALL 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 3. SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE ■■ LOUCKS I TYPICAL ADA PARKING SIGN LOUCKS PLATE NO. DRAWN 12/2016 ■■ LOUCKS FINISHED GRADE 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED 8/4/2021 HEAVY DUTY BITUMINOUS PAVEMENT SECTION LOUCKS PLATE NO. 2032 DRAWN 12/2016 MANHOLE CASTING AND COVER, NEENAH R-1642 OR ADJUST CASTING TO Y4" - APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. %2" BELOW FINISHED GRADE, TYPICAL FOR ALL VARIABLE THICKNESS HDPE ADJUSTING RINGS CASTINGS IN PAVEMENT AS REQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER 7" OINTS. INCLUDE ONE 2" RING IMMEDIATELY T ER THE CASTING. USE TAPERED RINGS TO CH CASTING TO STREET GRADE. APPLY < d YL SEALANT BETWEEN ALL THE JOINTS. INSTALL NCRETE RINGS SET IN A MORTAR BED ARE WHEN 27EPTABLE. NOTES: M.H. IS PLACED d1. WHERE WATER MAY STAND, TOP OF MH OUTSIDE %REAMDE SHALL BE 2 FEET ABOVE GROUND, a OF THE AND/OR 2 FEET ABOVE THE 100 YEAR ROADWAY. „ STORM WATER LEVEL. 2. ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED 4IMMEDIATELY BELOW CONE SECTION. 3. WHEN MANHOLE DEPTH IS LESS THAN 8', STEPS 16 A TOP SLAB SHALL BE USED IN PLACE OF DOWNSTHE CONE. TOP SLAB SHALL BE SUITABLE EXTRUDED ALUMINUM FOR AASHTO HS20 HIGHWAY LOADINGS. OR STEEL REINFORCED THE SLAB SHALL BE SET ON A MORTAR COPOLYMER PLASTIC. BED. 4. ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5. MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. W pd A w w Z 20" TO SPRING LINE Q " (MAX.) FLOW - - ((BENCH NOTE: ALL SECTION A -A CONNECTIONS THROUGH MH SHALLHAVE A RUBBER BOOT. SLOPE 2"/FOOT d Id ANY FIELD ADDED I} - OPENING FOR PIPE d SHALL BE CORE • <, I d DRILLED AND AN ELASTOMERIC RUBBER • ' • • B B BOOT INSTALLED. SECTION B-B A LOUCKS PLATE NO. ■■ LOUCKS STANDARD SANITARY 4000 SEWER MANHOLE DRAWN 2/2016 FINISHED GRADE 6" CONCRETE MN/DOT 2301 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE NOTES: 1. CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. ■ LOUCKS CONCRETE PAVEMENT SECTION 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) RIt ��. 6" GRANULAR FILTER MATERIAL GEOTEXTILE FABRIC, TYPE IV SECTION B-B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. L DIA.- LOUCKS PLATE NO. 2033 DRAWN 12/2016 MINIMUM RIPRAP REQUIRED DIA. OF PIPE (IN.) L (FT.) RCP QUANTITY (C.Y.) CMP/HDPE QUANTITY (C.Y.) CLASS 12 8 5 5 III 15 8 5 5 III 18 10 6 7 III 24 12 8 1 10 III 30 14 12 13 III 36 16 14 17 III 42 18 22 27 IV 48 20 26 32 IV >48 22-28 30-40 32-40 IV 2' 2- PLAN i L L► B I�1 RIP -RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL - SECTION A -A -GEOTEXTILE FABRIC TYPE IV EXTEND 1' UNDER APRON LOUCKS PLATE NO. ■ LOUCKS RANDOM / HAND 4308 PLACED RIPRAP DRAWN 2/2016 .. LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL 1 hereby certify that this plan, n or report was prepared by me o r y cvision an that I am a duly Li d rcesfnat �f1iy�the laws of the Stat�uc V �1 COST � NTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN III -III -I I I -I I I -III—I EXCAVATED TRENCH III —III- BACKFILL I WIDTH I- COMPACTED _ AS SPECIFIED III IIIII III _ 12 III I PIPE 18" 18 WIDTH " IIIII ENCASEMENT IPLASTIC I I I Ell -III PIPE =I IIIBEDDING 6 l_I I IIIII I I II —III -II FOUNDATION III (MAY NOT BE III -I —III —III- REQUIRED) pirE=�fl IIIIIIIIIIIIIII�IIIII�IIIII�IIIII� NOTE: GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: • FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10% PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY BE USED FOR FOUNDATION MATERIALS. • BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF MNDOT SPECIFICATION 3149.2131, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE INCH (1 ") SIEVE. • BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT. LOUCKS PLATE NO. ■ LouCKS PLASTIC PIPE 4008 BEDDING DRAWN 2/2016 — EXCAVATED TRENCH _ WIDTH -I PIPE I I 18" I- —III WIDTH —I COMPACTED IIIII III rRc P BACKFILL I IIIII PPE I I I- COMPACTED SAND OR III_ _ TO 1-2" CLEAR ROCK (AS 6 I —III -I -III DIRECTED) �-III-III-III-III-I I I -III -III -III -I COMPACTED .III -III -III -III -III -III -III -III - III -III-III-I I I -I I I -I I ElIMlIElII-II- I I -III -III -III -III -III -III -III -III= SUBGRADE -III I I I III I I I IIlElII I I I III I I I III I I I III I C I I1 CLASS B BEDDING EXCAVATED TRENCH _ WIDTHI— II-I 18" PIPE 18„ III- -III WIDTH -I COMPACTED IIIII III BACKFILL RCP I I_ PPE .11 �-III-III SHAPE BOTTOM OF IIII__� = =III-III-�I I II EXISTING TRENCH MATERIAL III —III —III =—III—III III I —III —I _I _I _I _I I I -I i I-i I-+ I_+ + I-�I- I-III-III-I I I -III -I I I -III -III -III -I .11 I -III -III -III -III -III -III -III -I -III-I I I -I I I -I I I -I I I -III -III -III -I TO FIT PIPE BARREL. I I_ I -III -III -III -III -III -III -III -I I -IIIIIIIIIIIIIIIiiiIII�IIIIIIIIIIIIIIIIIIIIIIII��I CLASS C BEDDING I- LOUCKS PLATE NO. LOUCKS CONCRETE PIPE 4310 ■■ BEDDING DRAWN 2/2016 BUILDING SEE ARCHITECTURAL ■■LOUCKS SCH 40 PV RISER Plf SCH 40 PV 90' BEN DOWNSPOUT CONNECTION CKFILL & BEDDING LOUCKS PLATE NO. CUSTOM DRAWN 05/2019 :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,QE i n or report was prepared by me o r y vision an that I am a duly Li d rcess �f1iy�the laws of the Stat�t) V �1 C� ST NTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN 0-4 CL N N CD N 10 01 0 0 CL i I I 1 ' ' 1 ' ' 1 1 � � 1 ' ' 1 ° I ' / 6"EL I / _ 6"EL I I 12 lisp MAINTENANCE STRIP I EL 12 *; 12"eo 2 LIMITS OF IRRIGATION WAS �+ * '-- - -8"EL 2 I \ \ / I TYP 1 10„sP /.. ////�/i/r�/Li/• / �.�i////rrrrrrrrrr/ /// �/ + + /.rrrrrrrrrr PROPOSED '0-6-EL ///// rrr /I // / / / r rrrrr rrr , , , BUILDING /// /15 A 1 ::' ii/// / j/::'�i � ::, FFE-93�`.30 �j. //15/r rrrl I ° I EXISTING MAI THINE TI G MONUMENT SIGNAGE 2 I LAf��SC PE // \ o 0 0 0 0 0 0 0 0 0 0 0 / / 2 / t% /// 1 ° 22 IH s o0 00000 rrrrrr 1 u 17 SG / 22 + WHIP W II B °� 1 2rt8"As /////ENTERANCE SIGNAGE /3 20' BY OTHERS 382n� � � 1 \ / / / / u: SH i/rrr .rrr \ \ / /a \ \ \\\\ \\ AE 31 / BC 14 � r b` `� ` SG ,J/ / /l�//i vw/// // ///// \ I 10"AS \ \ / T SD �� • rr —�iJ// rrrrrrrrr . � I 7 I1A AH Iiiiiiiiiiiiii / �� 12"eo 1 AH / +. W //rrrrrrrrrr// 2 +12"Bo `� WB ° — I �, T / // W 2 ' I / 418"AS :5`•� //////////I/////// I I ' +10"BO / H — _ -�-- 3 I � / W ° I \ \ �F14"AS QA 3 + r�/.rrr rrr III / I \ \ _ // / //// I • • BP / ' WHIP I'/rrrrr 41 MAINTAIN AND PROTECT EXISTING TREES. TYP. ° �� �\ — _ \ — •,/ // / /// 4 1 WAS ;...' ' I '� 12"too I I I ' 0 \ — ' /// / W W W //// //// I I I I "-ZONEA---- 416"AS i ///• W W W IV / — 1\ I \\ 0� I \� — \ 9WAS v _ / 12SP-TI � I I — 14"SP — I I �- I 12"AS 0i I 2 "WI "1 10IB0 6"130 �7 PLANT SCHEDULE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AE 1 ACCOLADE ELM Ulmus 'Morton B & B 2.5"Cal IH 4 IMPERIAL HONEYLOCUST Gleditsia triacanthos 'Impcole' TM B & B 2.5"Cal QA 3 QUAKING ASPEN Populus tremuloides B & B 1.5"Cal WB 3 WHITESPIRE BIRCH CLUMP Betula populifolia 'Whitespire Sr.' B & B 8' HGT EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE WHP 5 WHITE PINE FULL FORM Pinus strobus B & B 6' HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE JT 5 JAPANESE TREE LILAC Syringa reticulata B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AH 15 ANNABELLE HYDRANGEA Hydrangea arborescens 'Annabelle' 5 gal 24" HGT 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 25 FEATHER REED GRASS Calamagrostis x acutiflora Karl Foerster' 1 gal 24" o.c. SH 38 PRAIRIE DROPSEED Sporobolus heterolepis 1 gal 24" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING BC 22 BLUE CHIP JUNIPER Juniperus horizontalis Blue Chip 5 gal 18" SPRD 48" o.c. EGA 14 EMERALD GREEN ARBORVITAE Thuja x'Emerald Green' 10 gal 36" HGT 36" o.c. SG 70 SEA GREEN JUNIPER Juniperus chinensis Sea Green' 5 gal 18" SPRD 60" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING SD 15 STELLA D' ORO DAYLILY Hemerocallis x 'Stella de Oro 1 gal 24" o.c. WC 22 WALKERS LOW CATMINT Nepeta x faassenii 'Walkers Low' 1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 1 STONE MULCH PLACE ROCK OVER GEOTEXTILE FABRIC W W W W �• W W +• +• ST STORMWATER SEED MIX WETLAND GRASS & SEDGE MIXTURE SEED TURF SEED SOD TURFSOD WM WOOD MULCH PLACE OVER GEOTEXTILE FABRIC. MULCH COLOR TO BE DARK BROWN LANDSCAPE REQUIREMENTS: LANDSCAPE REQUIREMENTS: THE REQUIREMENTS FOR THE LANDSCAPE IS PROPERTY DIVIDED BY THE NUMBER REQUIRED BY THE CITY. PROPERTY LINEAR FT. 952.89 EXISTING BUILDING SQFT. 1,957 PHASE 1 ADDITION AREA: 4,360 SF PHASE 2 ADDITION AREA 890 SF TOTAL BUILDING AREA: 7,207 SF OVERSTORY REQUIRED: 952.89/100 = 10 OVERSTORY PROVIDED: 11 CONIFEROUS REQUIRED: 952.89/200 = 5 CONIFEROUS PROVIDED: 5 ORNAMENTAL REQUIRED: 952.89/100 = 5 ORNAMENTAL PROVIDED: 5 SHRUBS REQUIRED: 952.89/ 30 = 32 SHRUBS PROVIDED: 32 PARKING LOT SCREENING PROVIDED WITH EVERGREEN SHRUBS EVERGREEN SHRUBS PROVIDED: 106 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE I I LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ■ ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. CALL BEFORE YOU DIG! Gopher State One Call �I TWIN CITY AREA: 651-454-0002 LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com �q TOLL FREE' 1-800-252-1166 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely _ with respect to this project. These CADD files shall not be used N on other projects, for additions to this project, or for completion _ _ _ of this project by others without written approval by the Consultant. With the Consultant's approval, others may be WARNING: permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional O 20 40 revisions, additions, or deletions to these CADD files shall be THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS made at the full risk of that party making such revisions, additions OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY or deletions and that party shall hold harmless and indemnify the COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF Consultant from any & all responsibilities, claims, and liabilities. LINES. AUREVIS • NS SCALE IN FEET THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 08/13/21 CITY SUBMITTAL 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, 09/03/21 CITY SUBMITTAL VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE 09/16/21 CITY SUBMITTAL CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. I hereby certify that this plan, n or report was prepared by me o r yfA1Qr,,1%)Navvs; vision an that I am a duly Lic La d of the State of CSO�T R Nathan W. Ekhoff - LA License No. 52050 Date QUALITY CONTROL Loucks Project No. 20499 Project Lead NWE Drawn By NWE Checked By TDG Review Date 09/16/2021 SHEETINDEX C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN LANDSCAPE INSTALLATION: GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE ARIA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. RLMOVL ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MN DOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN Y ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN Y ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. 4q N N O N 10 01 0 z 0 EL CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPFCIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. DECIDUOUS TREE PLANTING SCALE: 112" = V-0" REFER TO PLAN SHRUB PLANTING DETAIL SCALE: 3/4" = V-0" VARIES C`r F nl A A I NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"X2" POLYPROPYLENE OR POLYFTHYLFNF STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE EDGE VARIES SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■ LOUCKS Deciduous Tree Planting.dwg LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. SHREDDED HARDWOOD MULCH - 3" DEEP. LANDSCAPE FABRIC - SEE SPEC. EDGING MATERIAL - SEE SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE SPEC. BUILDING WALL (TYP) PERENNIAL PLANTING SCALE: 3/4" = V-0" MULCH - 3" MIN. DEPTH - SEE NOTES OR SPECS. EDGER - SEE NOTES OR SPECS. EDGE VARIES - SEE PLAN 1211 DEPTH (MIN). LOAM PLANTING SOIL - SEE NOTES OR SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING Perennial.Dwg .,,,��IIII IIIIIII Illllli� ��� IIIIIIIIII ,�Illlllllill I �, ��Illllllllli�llllllllllll��llllllll � ,IIIIIII �� II IIII .��� ,,II IIIIIIIII�,. .2 x ROOT BALL WIDTH NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP IIIIIII. SAFETY FLAGGING -ONE PER WIRE MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN UPI I I=1` SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONIFEROUS TREE PLANTING SCALE: 1/2" = 1'-0" NOTE: CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■ LOUCKS Coniferous Tree Planting.dwg CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan, n or report was prepared by moLa y ision an that I am a duly Licap! Arc itelaws of the State of() UC� CoNs Nathan W. Ekhoff - LA License No. 52050 Date Loucks Project No. 20499 Project Lead NWE Drawn By NWE Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN N1 5 d LO Ln N N 0 N 01 0 0 CL IN ,'17 0.0 0.0 0.0 0.0 I 0.0 0.0 I 0.0 d .0 -- 0.0 r d d 1 �>;--- 0.0 d d d 0.0 Y co d 0.0 o ° 21 d 0.0 12 1 d 0.0 0.0 <-- - - `W 0.20. 0.0 I s' � � I �y d 0.0 d ' d ' 0.0 I ' d '0.0 0.0 0 ' I � I.o / o I I I 1 I i Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot Surface Illuminance Fc 1.88 2.9 0.8 2.35 3.63 Property Line Illuminance Fc 0.13 1.2 0.0 N.A. N.A. Trunk Highway 61 - Midline Illuminance Fc 0.00 0.0 0.0 N.A. N.A. ' Illuminance Levels At The Property Line Are All Less Than .5 Footcandles ' Except On The West Side Where The Property Line Fronts Trunk Highway 61. The Illuminance Values At The Midline Of Trunk Highway 61 = 0. I � 1 1 I ' ,I I - - -j­ - - - - E-W 114 line of I\�\ S. 20, T. 31, R. 21 ��-Intersection of E-W 114 line I & E'ly line of Forest Blvd N I 1 = I m y l 0 I \ W i I I I --Point 140 ft E & 140 ft S of the intersection of E-W 114 line & E'ly line of Forest Blvd N . C h'- of 44- A/ 1An 4 of /_'nv'r I nF 9 BITUMINOUS Luminaires Are Full Cutoff Type - No Light Above 90 Degrees. Uplight = 0. Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts Lum. Lumens 1 BUG Rating 1 4 AA-1 SINGLE 0.850 Gardco #P15-P-AO5-740-BLC Mounted On A 22.5' Square Steel Pole And 2.5' Base 69 7782 51-UO-G2 Lighting by: Charlie Leavitt, LC, MIES Lighting Fundamentals, LLC PO Box 50827 Mendota, MN 55150-0877 charlie@lightingfundamentalsllc. net 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS' _--WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake ' OHW = 926 5 FEET (NGVD29) 1 1 1 \ ZONE A---, 11 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. CIVIL LEGEND EXISTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT DQ GATEVALVE N OPIV POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE v SIGN _Tr_ � BENCHMARK SOIL BORINGS- ® WATER MANHOLE !� TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE -W WATER SERVICE -S SANITARY SERVICE & HANDICAP PARKING (� Lnft DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER STORM SEWER WATERMAIN FM FORCEMAIN Fy -i> DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL TREELINE r1r1r1r1r1r1rlrl - - - - - EASEMENT LINE - - - - - - - - - SETBACK LINE - - - - X X- FENCE LINE -X X- C� 1A/ A D KI 1 KI r. TEL UNDERGROUND TELE UNDERGROUND GAS -GAS- OH OVERHEAD UTILITY UNDERGROUND FIBER OPTIC FO UNDERGROUND ELECTRIC ELE ----CT1!- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS CALL BEFORE YOU DIG! 0 Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL N�l �RION CON C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN F-'1 A6LU GUNS 1 KUU I IUN KENULKINU CONSULTANT: W&A 'N' - - - 1 I I 1 I I 1 I 1 F I � 1 1 - - - - - - - - - - - - - - - - - - - _ _ ,- _ 1 - - - - - - - - - _ - LOCATION MAP s y PROJECT r LOCATION lk zy .. F— . � 3�{ I O •F.ry, x G FRENCHMAN RD-Awwman, i # 4 TFJE N 0 F�T,H PROJECT DATA PROJECT: LAKEVIEW FAMILY DENTISTRY EXPANSION DESCRIPTION: SELECTIVE DEMOLITION, PARTIAL INTERIOR REMODEL, ADDITION, AND ASSOCIATED SITEWORK FOR AN EXPANSION OF AN EXISTING DENTAL OFFICE. ADDRESS: 14475 FOREST BOULEVARD NORTH HUGO, MINNESOTA 55038 PARCEL ID: 20-031-21-31-0023 ZONING: C-1, CENTRAL BUSINESS CURRENT USE : PROFESSIONAL SERVICES (DENTIST) PROPOSED USE : PROFESSIONAL SERVICES (DENTIST) OCCUPANCY TYPE : B BUILDING HEIGHT: 1 STORY BUILDING AREA: 1,957 SF EXISTING 4,360 SF ADDITION 6,317 SF TOTAL FIRE PROTECTION: NOT SPRINKLERED REGULATORY AUTHORITIES ZONING CITY OF HUGO PLANNING/COMMUNITY DEVELOPMENT 14669 FITZGERALD AVE. N. HUGO, MN 55038 (651)762-6304 RJUBA@CI.HUGO.MN.US BUILDING CITY OF HUGO MECHANICAL BUILDING DEPARTMENT ELECTRICAL 14669 FITZGERALD AVE. N. HUGO, MN 55038 (651) 762-6339 J.HOISTAD@CI.H000.MN.US PLUMBING STATE OF MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY 443 LAFAYETTE ROAD N. ST. PAUL, MN 55155 (651) 284-5005 FIRE CITY OF HUGO FIRE DEPARTMENT 5323 140TH ST N HUGO, MN 55038 (651) 429-6366 GDUNCANSON@CI.HUGO.MN.US WATER/ CITY OF HUGO SEWER PUBLIC WORKS 6900 137TH STREET NORTH HUGO, MN 55038 (651)762-6300 SANDERSON(a)CI.HUGO.MN.US Mh6d_'jw W---. PROJECT TEAM OWNER: LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MIN (651) 426-8088 CONTACT: MARIE CARRELL, OWNER (651) 426-8088 MARIE.E.CARRELL@GMAIL.COM ARCHITECT: CIVIL ENGINEER WILKUS ARCHITECTS, P.A. LOUCKS, INC. 15 NINTH AVE NORTH 7200 HEMLOCK LANE, SUITE 300 HOPKINS, MN 55343 MAPLE GROVE, MN 55369 (952)941-8660 (763)424-5505 MATTHEW M. WILKUS, ARCHITECT -OF -RECORD TREVOR GRUYS, PE (763) 496-6706 EMILY BORUM, SR. PROJECT MANAGER TGRUYS@LOUCKSINC.COM (952)843-5040 EKB@W ILKUSARCH.COM ELECTRICAL ENGINEER NELSON-RUDIE & ASSOCIATES, INC 9100 — 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 JEFFREY PEIHL, PE (763) 367-7600 PLUMBING NELSON-RUDIE & ASSOCIATES, INC 9100 — 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 FREDERIC DECOURT, PE (763) 367-7600 MECHANICAL ENGINEER NELSON-RUDIE & ASSOCIATES, INC. 9100 — 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 MICHAEL WOERLE, PE (763) 367-7600 STRUCTURAL ENGINEER NELSON-RUDIE & ASSOCIATES, INC. 9100 — 49TH AVENUE N MINNEAPOLIS, MN 55428 (763) 367-7600 JOSEPH PIERCE, PE (763) 367-7600 SHEET INDEX Sheet Sheet Name Current Number Revision GENERAL G-000 COVER SHEET CIVIL C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES AND DETAILS C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS LANDSCAPE ARCHITECTURE L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS PHOTOMETRICS P1-1 PHOTOMETRICS PLAN ARCHITECTURAL A-100 FLOOR PLAN A-200 EXTERIOR ELEVATIONS 1 WILKUS 15 Ninth Avenue North, Hopkins, MN 55343 Phone: 952.941.8660/ www.wilkusarch.com CLIENT: I LAKEVIEW FAMILY DENTISTRY MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 PROJECT INFORMATION: z O >E J C/) - �Z Q o zo o� Q LL a x Q W Lo ~ Liu LU0 Z) LU W > Oz 00 z U)2 w0 W ~ 00 LL Z) Q � Ln I` J Z LLl PROJECT NO.: 2020-0380 DRAWN BY: KPP CHECKED BY: EKB ISSUE: DATE: CITY SUBMITTAL 08/13/21 CITY SUBMITTAL 09/03/21 REVISION: DATE: PROJECT LOCATION: HUGO, MN SHEET NUMBER / TITLE: G=000 COVER SHEET O BUILDING INFORMATION: EXISTING BUILDING AREA: PHASE I ADDITION AREA: PHASE 11 ADDITION AREA: 1,957 SF 4,360 SF 890 SF CONSULTANT: TOTAL BUILDING AREA: 7,207 SF PROGRAM OPERATORY SURGERY OFFICE EXISTING PRESENT: 5 0 1 PHASE I TOTAL: 10 0 3 PHASE II TOTAL: 14 2 3 PROPOSED LOCATION OF NEW UTILITY METERS (FINAL LOCATION TBD) EGRESS DOOR AND ACCESS — TO TRASH ENCLOSURE --- =0=== Ili III III it II II �� 1, PROP ERN LINE I I I PARKINGSETBACK — — \'- PHASE II ADDITION 4 IJI ° F IIIII � � I III � � I I II I III I I I I L_1_ LL_1 1 SERVICE DOOR NEW MAIN ENTRY TWO (2) ADA PARKING SPACES, - ASSOCIATED SIGNAGE, AND LOADING ZONE - REFER TO CIVIL ADA CURB RAMP - REFER TO CIVIL WOOD SLAT MONUMENT SIGN SITE FEATURES SHOWN FOR REFERENCE ONLY, TYP - REFER TO CIVIL NEW STOREFRONT AND STAFF ENTRY DOOR INSTALLED IN EXISTING OPENING FLOOR PLAN SCALE: 1 /8" = V-0" A-100 - m _ - MEN WOMEN x _x o ��MILL) x o x o (FUTUREt12"Tx442 LAB STERILE ORY ERATORY 0P RATORYL 4 O 11 0 x10 4 11 0 x10 --------- — -------------- — — — — — — — — — — ¢j 12" x 42' STORAGE HALLWAY STOR s RECEPTION �0 � 1 -----— — — — — — — — — — — — — — — L-------- ---------------- -----L------- WAITING-- EXIST MED O 0 0 OGAS STOR 0 11 / KIDS II � NOOK I I I OFFICE 0 nn0 EXIST � II � I 1 OPERATORY 1 V-0" x 10'-0" II II II II PANG ;,' EXIST OPERATORY EXIST STAI PHOTO STUDIO / FLEX OFFICE EMPLOYEE LOCKERS HALLWAY 1 V-0" x 10'-0" II II II 11 II EXIST OPERATORY 11'-0" x 10'-0" II I 1 II II II EXIST OPERATORY I I 11'-0" x 10'-0" � II (974 SF AREA PENDING, VARIANCE APPROVAL)' - )f)/P;: OI -12" x 42" /O j 12" x 42" RATORY 'OPERATORY / OPERATORY 1 V-0" x 10'-4" 1 V-0" x 10'-4" 0` 0 0 0 0 x x oC4xCN 00 x °0 x a0 x OD O EXIST -- RESTROOM I I PARKING SETBACK L - -- O — PROPER�, — � I — � I 7 - �j LAKEVIEW PATIO v j YIW �I> LLJ W W S I ` IQ 0 I> of i LL 2 U12 Q�_ �TIx O l I\ j MARIE MULTI -PURPOSE I 00 I I \ F0_1 \ \ - ----\------------------------- - � LOCATION OF NEW A/C \\ CONDENSER UNITS\ \ NEW SANITARY LINE 1 kS \ \ REQUIRED (TBD) V v \ O 2 \ \ 1 \ I \ \ I ` I ` I \ \ I \ \ I ` \ (I \ HATCHED REGION INDICATES AREA PENDING VARIANCE APPROVAL FROM 100' SETBACK \ FROM EGG LAKE ORDINARY 1 HIGH WATER LEVEL I ' I I I NEW PATIO - REFER TO CIVIL I I I I APPROXIMATE LOCATION I EXISTING GAS METER TO BE RELOCATED I I I I LINE INDICATES EXTENTS OF I EXISTING BUILDING I I I APPROXIMATE LOCATION EXISTING ELECTRICAL METER \ TO BE RELOCATED \ 1 I I I I J I LU Z/�! LOCATION OF EXISTING A/C 040 1.1 CONDENSER UNIT Q EXISTING STAIRCASE TO BASEMENT m/2 DOOR, NEW TREADS INSTALLED AS REQUIRED TO MEET RAISED PATIO - Q REFER TO CIVIL p Q APPROXIMATE LOCATION OF / SANITARY LINE NEW STOREFRONT AND PATIO ) DOOR IN NEW OPENING APPROXIMATE LOCATION OF CITY / WATER ENTRY POINT / I I SITE FEATURES SHOWN FOR / I REFERENCE ONLY, TYP - REFER TO I CIVIL / I / I I I I / I I ' I I I I I � I I I I I _ I L 1 .G LAKE 1IL 01 WILKUS A R C H, T L _ 15 Ninth Avenue North, Hopkins, MN 55343 Phone: 952.941.8660/ www.wilkusarch.com CLIENT: I' LAKEVIEW FAMILY DENTISTRY MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 PROJECT INFORMATION: >= J � 2 � Z Q O Z 0 co co LO^ Q u a.\ x W L1 ~ LV JO D LU LU � Oz m Z_ LU W ~ 00 LL OL _ Q � Lo I` J Z LU PROJECT NO.: 2020-0380 DRAWN BY: KPP CHECKED BY: EKB ISSUE: DATE: CITY SUBMITTAL 08/13/21 CITY SUBMITTAL 09/03/21 REVISION: DATE: PROJECT LOCATION: HUGO, MN SHEET NUMBER / TITLE: Awl 00 FLOOR PLAN O GENERAL NOTES CONSULTANT: r U W U K Q co Y F 2 0 U EXTERIOR ELEVATION GENERAL NOTES A. NEW EXTERIOR FINISHES TO MATCH EXISTING WHERE POSSIBLE. ALL FINISHES TO MATCH OVERALL DESIGN INTENT OF EXISTING BUILDING. B. REFER TO COLORED RENDERING ON SHEET 0001 FOR DESIGN INTENT. C. PREFINISHED METAL ROOF GUTTERS TO WRAP FULL PERIMETER. D. DOWNSPOUTS SHOWN FOR DESIGN INTENT ONLY. FINAL LOCATIONS TBD. DISCHARGE DIRECTED AWAY FROM ADJACENT PROPERTY EXTERIOR FINISHES KEY EF-1 MATERIAL COLOR REMARKS FIBER CEMENT SIDING MATCH EXISTING SIDING EF-1X WOOD SIDING GREEN/GRAY EXISTING TR-1 FIBER CEMENT TRIM/CASING MATCH EXISTING SIDING BR-1 BRICK MATCH EXISTING BRICK BEIGE BR-1X BRICK EXISTING GL-1 ALUMINUM STOREFRONT BLACK BLACK BEIGE GL-2 ALUMINUM STOREFRONT FROSTED GLAZING GL-1X VINYL WINDOW FRAME EXISTING RF-1 ASPHALT SHINGLE MATCH EXISTING RF-1X ASPHALT SHINGLE BROWN EXISTING NOTE: ALL PHASE II FINISHES TO MATCH PHASE I FINISHES AND DESIGN INTENT 6 TRASH ENCLOSURE RENDERING NTS A-200 CVIQTIAI/'` of III Willi/ - PHASE I ADDITION 5 MAIN ENTRY ELEVATION SCALE: 1 /8" = 1 I-0" A-200 TRASH ENCLOSURE FINISHES TO MATCH BUILDING DESIGN T�ACLJ EAI!`I n01 IE)E I n(`ATEM RF-1 G L-2 TR-1 EF-1 -04 -A NORTH ELEVATION SCALE: 1 /8" = 1 I-0" A-200 EAST ELEVATION SCALE: 1 /8" = 1 I-0" A-200 --------------------------------------- ------ ---- --------------- PHASE I ADDITION WEST ELEVATION SCALE: 1 /8" = V-0" A-200 PHASE I ADDITION EXISTING BUILDING 119' - 2" NEW ROOF ------------------------------------------------------------------------------- 116'- 8" ----------- EXISTING ROOF GL-1X EF-1X BR-1X � 100' - FINISHED FLOOR MAIN NEW STOREFRONT IN ENTRY EXISTING OPENING I I I I 119' - 2" OL NEW ROOF __ EXISTING ROOF °\---------------------------------------- 1kh RF-1 \\� GL-1 � _y TR-1 PHASE II ADDITION EXISTING BUILDING SOUTH ELEVATION SCALE: 1 /8" = 1 I-0" A-200 OLJACE I AMMITInA1 PHASE II ADDITION II II N II II I I 100' - 0" ------------- I� FINISHED FLOOR NEW ROOF 119'-2" EXISTING ROOF 116' - 8" +/- FINISHED FLOOR 100'-01, NEW ROOF 119'-2" EXISTING ROOF 116' - 8" +/- FINISHED FLOOR 100' - 0" 1 WILKUS 15 Ninth Avenue North, Hopkins, MN 55343 Phone: 952.941.8660/ www.wilkusarch.com CLIENT: LAKEV I EW FAMILY DENTISTRY MARIE CARRELL LAKEVIEW FAMILY DENTISTRY 14475 FOREST BLVD N HUGO, MN 55038 PROJECT INFORMATION: z O J C/) z a LL x L::Im W W >M W cn Y J Z W PROJECT NO.: 2020-0380 DRAWN BY: KPP CHECKED BY: EKB 000 Z co O L0 LU JD Ow mz U 0 O� LL Lc) _ IZT ISSUE: DATE: CITY SUBMITTAL 08/13/21 CITY SUBMITTAL 09/03/21 I REVISION: DATE: PROJECT LOCATION: HUGO, MN SHEET NUMBER / TITLE: A=200 EXTERIOR ELEVATIONS O