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HomeMy WebLinkAbout2021-11-03 PCMOUNDS VIEW PLANNING COMMISSION REGULAR MEETING AGENDA November 3, 2021 - 7:00 P.M. 1. Call to Order 2. Roll Call 3. Special Order of Business A. (none) 4. Citizens Requests and Comments Relating to Planning and Zoning Issues Not Already on the Agenda. (Before speaking, please give your full name and address for the record.) 5. Planning Cases A. Resolution 1140-21, Recommending Approval of a Conditional Use Permit for an Animal Boarding Facility, 5491 Adams Street B. Resolution 1141-21, Recommending Approval of the Preliminary and Final Plat of Skyline; and Zoning Map Amendment; Planned Unit Development; Development Review; and Wetland Alteration Permit for The Villas of Mounds View 6. Reports A. Resolution 1142-21, Recommending 2022-2024 Appointments to the Planning & Zoning Commission B. Upcoming Planning Cases & Activity C. Staff Updates D. Council Updates E. Planning Commissioner Reports 7. Approval of Minutes: October 6, 2021 8. Next Planning Commission Meetings: A. Wednesday, November 17, 2021 B. Wednesday, December 1, 2021 9. Meeting Conclusion Mourns 1ViEw City of Mounds View Staff Report To: From: Item Title/Subject: Item No: Meeting Date: Type of Business Planning Case 05A Nov 3, 2021 Planning Case MU2021-002 Planning Commission Jon Sevald, Community Development Director Resolution 1140-21, Recommending Approval of a Conditional Use Permit for an Animal Boarding Facility, 5491 Adams Street Introduction: Paul Holt is proposing to operate a dog training and boarding facility at the former Fedor's Market. Boarding/training will take place inside of the building. A fenced area will be constructed behind the building for use by the dogs to relieve themselves. Discussion: Fedor's Market operated between 1961 and 2016. The property was sold in July, 2021. The owner; Andrei Bortnov (BBAK Ventures, LLC) is renovating the building for two tenants; a kennel boarding/training business (Paul Holt); and a furniture store. The applicant will use about 1,300 sq ft of the 6,000 sq ft building. There is planned to be up to ten dogs boarded at one time. Analysis: The property is zoned B-2 Limited Business. Within B-2, an Animal Boarding Facility (along with Veterinary Clinics)' requires a Conditional Use Permit (CUP). There are six conditions, primarily relating to having adequate indoor ventilation and not creating a nuisance when outdoors. (1) Noise and odor are effectively confined to the premises in accordance with Ch. 91 of this code of ordinances [Chapter 91: Health and Sanitation; Nuisances]; (2) A mechanical ventilation or exhaust system shall be installed to control, capture and remove emissions or odors generated by the use. The systems shall be separate from other ventilation systems in the building. The system shall be designed to prevent the migration of emissions or odors to other parts of the building. Installation must comply with Minnesota Building Code Mechanical Systems, Ch. 1346 [Chapter 1346; Minnesota Mechanical and Fuel Gas Codes]; (3) All animal boarding activities shall be conducted indoors, except for necessary outdoor exercise. At no time shall any animal be left unsupervised while outdoors; (4) Outdoor exercise shall be conducted so as not to unreasonably annoy, injure or endanger the health, safety, comfort or welfare of the public; Mounds View City Code 160.012 (Definitions): ANIMAL BOARDING FACILITY. A commercial establishment in which domesticated animals are housed for a fee or compensation. Domesticated animals include dogs, cats or rodents such as rabbits, guinea pigs, hamsters, gerbils or other animals that are typically confined to a cage or other enclosure. The Muunus view vision A Thriving Desirable Community Item 05A Page 2 of 4 (5) All animal boarding facilities shall comply with the nuisance codes established for the city; and (6) All animal boarding facilities shall comply with the state's Pet and Companion Animal Welfare Act (M.S. §§ 346.35 through 346.44, as they may be amended from time to time). 2 The outdoor area (L-shaped) between the building and garage is about 15' in depth, and about 10' in depth behind the garage. This area will be fenced. There is an apartment building to the west, which would be most affected. Dogs will be supervised at all times, when outdoors. Staff recommends that either the fencing be solid, or that pine trees be planted between the kennel and the adjacent apartment building. There are eleven parking stalls in front of the building. Parking requirements for animal boarding and the furniture store, are based on factors unknown at this time. The building owner and tenants do not have a final plan as to how the building will be divided for each use, which would be used to calculate parking requirements. In Staff's opinion, parking should be adequate for these two tenants, although it will not comply with the City Code (estimate requiring 16 stalls for Animal Boarding, and 47 for Furniture Store.). 3 Strategic Plan Strategy/Goal: Continue BR&E program, maximize utilization of development space and current list of available sites, encourage land owners to maintain their properties, & consider residential redevelopment. Financial Impact: N/A Recommendation: Staff recommends approval. The City Council will conduct a Public Hearing on Monday, November 22nd Respectfully, '4.--4Q4S49 Jon Sevald, AICP Community Development Director ATTACHED Aerial Map Site Photos Applicant's letter Resolution 1140-21 2 MN Statute §346.39 (Dogs and Cats) provides the care standards for the keeping of dogs and cats. 3 Mounds View City Code §160.342 Schedule of Off -Street Parking requirements) Office building, animal hospital and professional office; Three spaces, plus one space for each 175 square feet of floor area. Retail store and service establishment• At least one off-street parking space for each 100 square feet of retail floor area, plus one per employee The mounus view vision A Thriving Desirable Community Item 05A Page 3 of 4 • 1 Aerial Photo f� Coup N Raad The Mounds View Vision A Thriving Desirable Community Item 05A Page 4 of 4 Site Photo 5491 Adams Street (front), from intersection of Adams Street and Groberg Street, looking NW (Photo Oct 28, 2021) Panoramic view of Groberg Street, looking North, from west -to -east. 5491 Adams Street (rear) includes the detached garage (center) and commercial building at right (Photo Oct 28, 2021). 5491 Adams Street (rear), between building and detached garage (proposed outdoor kennel area). Garage at right belongs to Alano Society, 2282 Co Rd 1 (Photo Oct 28, 2021). 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Mounds View City Code §160.183(C) requires a Conditional Use Permit for Veterinary clinics, animal clinics and animal boarding facilities within the B-2 district with conditions; 1. Noise and odor are effectively confined to the premises in accordance with Ch. 91 of this code of ordinances; 2. A mechanical ventilation or exhaust system shall be installed to control, capture and remove emissions or odors generated by the use. The systems shall be separate from other ventilation systems in the building. The system shall be designed to prevent the migration of emissions or odors to other parts of the building. Installation must comply with Minnesota Building Code Mechanical Systems, Ch. 1346; 3. All animal boarding activities shall be conducted indoors, except for necessary outdoor exercise. At no time shall any animal be left unsupervised while outdoors; 4. Outdoor exercise shall be conducted so as not to unreasonably annoy, injure or endanger the health, safety, comfort or welfare of the public; 5. All animal boarding facilities shall comply with the nuisance codes established for the city; and 6. All animal boarding facilities shall comply with the state's Pet and Companion Animal Welfare Act (M.S. §§ 346.35 through 346.44, as they may be amended from time to time). WHEREAS, Mounds View City Code §160.450(E) states; "The Planning and Zoning Commission shall consider possible adverse effects of the proposed amendment or conditional use. Its judgment shall be based upon (but not limited to) the following factors": 1. Relationship to Municipal Comprehensive Plan; 2. The geographical area involved; 3. Whether the use will tend to or actually depreciate the area in which it is proposed; 4. The character of the surrounding area; and Page 2 of 3 Res 1140-21 5. The demonstrated need for the use. WHEREAS, Mounds View City Code §160.452(B) establishes the Criteria for granting Conditional Use Permits (Findings in italics): 1. The use will not create an excessive burden on existing parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the area; Finding: The use will not create an excessive burden. 2. The use will be sufficiently compatible or separated by distance or screening from adjacent residentially zoned or used land so that existing homes will not be depreciated in value and there will be no deterrence to development of vacant land; Finding: The outdoor kennel will be about 20' set back from adjacent residential property, 2285 Groberg Street, and about 25' set back from the adjacent apartment building. Adequate screening shall be required. 3. The structure and site shall have an appearance that will not have an adverse effect upon adjacent residential properties; Finding: Adequate screening shall be required. 4. The use, in the opinion of the City Council, is reasonably related to the overall needs of the city and to the existing land use; Finding: The need has been demonstrated by the applicant. 5. The use is consistent with the purposes of this chapter and the purposes of the zoning district in which the applicant intends to locate the proposed use; Finding: Mounds View City Code §160.183(C) (Veterinary clinics, animal clinics and animal boarding facilities), specific to ventilation requirements, will be addressed through the Building Permit review. 6. The use is not in conflict with the Comprehensive Plan of the city; Finding: Animal Boarding is not specifically addressed in the Comprehensive Plan. It does relate to Land Use Goals and Policies; Goal 1 (Stabilize and strengthen neighborhoods); Ensure redevelopment complements adjacent land uses and character. When considering development, preserve vegetative buffers between different land uses when possible and establish vegetative buffers when none exist. 7 The use will not cause traffic hazards or congestion; Finding: The use will not cause traffic hazards or congestion. 8. Adequate utilities, access roads, drainage and necessary facilities have been or will be provided. Page 3 of 3 Res 1140-21 Finding: Public utilities are adequate. WHEREAS, a Public Hearing notice was published in the Shoreview Press on November 9, 2021, and mailed to property owners and occupants within 500' of the subject property. The Public Hearing will be held by the City Council on November 22, 2021; and, NOW, THEREFORE, BE IT RESOLVED, the Mounds View Planning and Zoning Commission, based upon the above Findings, the Staff Report, and in consideration of public testimony, hereby recommends Approval of a Conditional Use Permit for an Animal Boarding Facility with the following conditions: 1. Animal Boarding shall take place indoors, and shall comply with Mounds View City Code §160.183(C) (Veterinary clinics, animal clinics and animal boarding facilities). 2. Prior to operation, the applicant shall construct a fenced (6' — 8' tall) outdoor kennel area behind the building, and behind the garage (requires a Zoning Permit). Screening may consist of a solid fence, or an adequate number of coniferous trees, a minimum of 6' in height and spaced 10' apart, to screen the view of the kennel from the adjacent apartment building, 2285 Groberg Street. 3. The Animal Boarding facility operator shall maintain a Commercial Kennel License, issued by the City. NOW, THEREFORE, BE IT FINALLY RESOLVED, that the Mounds View Planning Commission directs Staff to forward this resolution to the City Council prior to approval of the minutes. Adopted this 3' day of November, 2021 Attest: Gary Rundle, Chair Jon Sevald, Community Development Director MOUNDS,VIEw City of Mounds View Staff Report To: From: Item Title/Subject: Item No: Meeting Date: Type of Business Planning Case 0513 Nov 3, 2021 Planning Case MA2021-002 Planning Commission Jon Sevald, Community Development Director Resolution 1141-21; Recommending Approval of the Preliminary and Final Plat of Skyline; and Zoning Map Amendment; Planned Unit Development; Development Review; and Wetland Alteration Permit for The Villas of Mounds View Introduction: The applicant, The Villas of Mounds View, LP (MWF Properties) is proposing to redevelop the former Skyline Motel into The Villas of Mounds View, consisting of a 120-unit apartment building. The project will feature senior (55+), affordable housing. The project has two parts; (1) subdivision; and (2) everything else. For the purposes of the Planning Commission, both are grouped into one resolution. They will be separated for the City Council's public hearings. The subdivision is applicable to both The Villas and Bio-Clean, whereas "everything else" is applicable to The Villas only. Specific to the Subdivision, there are a number of revisions necessary. Staff's intent is for the Developer to complete necessary items prior to the City Council's November 22nd Public Hearing, and for the Subdivision to be approved with conditions requiring administrative review/approval. This is necessary to keep the project on schedule for applying for financial assistance from the State by January, 2022. Discussion: The plat; Skyline, will combine four parcels into Lot 1 for The Villas of Mounds View (apartment building), and will add land onto the Bio-Clean property (Lot 2). Bio-Clean installs industrial washing equipment into the backs of straight trucks (large cargo vans), and has been at this location since 1981. Bio-Clean is planning a building addition within 2-3 years. Depending on the size of the addition, it is likely it will require a Development Review at that time (not now). Bio-Clean previously received a Variance to reduce the rear yard building setback, from 40' to 30' (Resolution 420-95), and a Development Review in 2004 for a building expansion (Resolution 6283). Application/Action Timeline (tentative): Date Jul 21, 2021 Body PC Topic Concept Plan Resolution Jul 26, 2021 CC Concept Plan Oct 4, 2021 Application made Oct 4, 2021 CC Work Session Introduction & Timeline Oct 6, 2021 PC Comp Plan Amendment (Public Hearing) 1138-21 Oct 11, 2021 CC Comp Plan Amendment 9475 Oct 14, 2021 Metropolitan Council Comp Plan Amendment (application) ihe Mount:., .. .....,..,.1 A Thriving Desirable Community Item 05B Page 2 of 16 Nov 3, 2021 PC Rezoning PUD Preliminary Plat Development Review Nov 8 CC Rezoning (1st Reading) Nov 22 CC 2nd Reading (Public Hearing) PUD (Public Hearing) Preliminary/Final Plat (Public Hearing) Development Review Wetland Alteration Permit TIF District (Public Hearing) Nov 22 EDA TIF District 1-7 (Skyline Apartments) Dec 8 Metropolitan Council Comp Plan Amendment (action) A Sketch Plan' was reviewed by the Planning Commission on July 21, 2021, and by the City Council on July 26, 2021. No significant changes have occurred. Analysis: 2 Neighboring Land Uses Comprehensive Plan & Zonin To the east is I-35W. To the west is industrial (Bauer Welding), and manufactured homes (Townsedge Terrace). To the south is industrial (Midway Industrial Supply, and SAIA). Lot PID Address Comp Plan Existing Zoning Proposed Zoning 1 17-30-23-14-0001 4889 Old Hwy 8 Mixed Use 1-1 Industrial PUD Planned Unit Development 17-30-23-14-0002 17-30-23-14-0003 17-30-23-11-0004 4943 Old Hwy 8 B-3 Highway Business 2 17-30-23-14-0009 2151 Mustang Dr Industrial 1-1 Industrial 1-1 Industrial Mixed Use is intended (not required) to consist of 60% residential and 40% commercial. As proposed, 55% will be residential (The Villas), and 45% to be determined (e.g. future development north of Bauer Welding). Previously, an assisted living facility was planned for the north Bauer site. That proposal was removed in spring 2020 at the beginning of the COVID pandemic. Currently, there is nothing planned, but development is likely. An amendment to the Comprehensive Plan was approved (Resolution 9475) to amend Mixed Use density, from 15-30 units per acre, to 15-50 units per acre. The Villas will have a density of 32 units per acre. The Comprehensive Plan amendment is being reviewed by the Metropolitan Council, who plans to take action at their December 8, 2021 Council of the Whole meeting. i Mounds View City Code §160.318(B) (General concept plan) 2 Mounds View City Code, §158.020(E) (Report of Effect) The Muunus view vision A Thriving Desirable Community Item 05B Page 3 of 16 Rezoning PUD3 4 Density6 Address PID Current Proposed 2151 Mustang Dr 17-30-23-14-0009 1-1 1-1 4889 Old Hwy 8 17-30-23-14-0001 1-1 PUD 17-30-23-14-0002 17-30-23-14-0003 4943 Old Hwy 8 17-30-23-11-0004 B-2 A portion (45') of 4889 Old Hwy 8 will be added onto 2151 Mustang Drive (Bio-Clean), and will be zoned 1-1 Industrial. The intent of this addition is to provide a 30' setback for the planned Bio-Clean building addition. As a Planned Unit Development (Lot 1), exceptions, variances or modifications may be granted, if the Council finds that the development is consistent with the intent of the City Code. The minimum project size for a Residential PUD is three -acres (Lot 1 = 3.8 acres).5 The minimum project area for a Mixed Use PUD is four -acres. However, since neither Lot 2 (Bio-Clean) or Bauer Welding is part of the PUD, there is no advantage for a Mixed Use PUD over a Residential PUD (different name, similar results). Other review criteria required for PUD's, is also required for Development Reviews, and Subdivisions (duplication). Proposed PUD' 1-1 R-48 Lot 1 32 units p/acre - 17 units p/acre Lot 1 (The Villas) requires approval of a PUD to increase residential density. An amendment to the Comprehensive Plan was approved (Resolution 9475) to allow densities between 15-50 units p/acre in areas guided Mixed Use, and submitted to the Metropolitan Council for review/approval (planned for December 8, 2021). 3 Mounds View City Code §158.075 (Planned Unit Developments) 4 Mounds View City Code §160.318(B)(C)(6) (Review and Evaluation Criteria) 5 Mounds View City Code §160.317(A)(2). 6 Mounds View City Code §160.316(F) Mounds View City Code §160.317(A)(5) (Density Bonus) allows a 10% bonus density for PUD's (e.g. increases from 65 units to 71 units), but this is superseded by §160.316(F) which allows the City Council to determine density. 8 Mounds View City Code, 160.056(B)(2)(c) (Minimum lot area). Minimum lot area in R-4 district is 2,500 sq ft per unit (e.g. 120 units = 300,000 sq ft lot size, or 6.89 acres). A Thriving Desirable Community Item 05B Page 4 of 16 Affordable Housing Lot Size Villas of Mounds View Additional units required in Mounds View by 20409 Additional units required by 2040, after Villas of Mounds View 1 bed 2 bed 3 bed - - <30%ofAMI 3 - - 27 24 31%-50%of AMI 65 43 - 11 0 51%-80%of AMI - 1 8 21 12 TOTAL 68 44 8 59 36 120 The Metropolitan Council assigns each community an Allocation of Need for Affordable Housing to be included in the Comprehensive Plan. After the Villas are constructed, there will still be a need for affordable housing, primarily at the <30% AMI level (AMI = Area Median Income). Generally, these are household incomes of $22,000 - $36,000. Minimum wage ($10.33 p/hr) income is about $21,000 for a 40 hour/week job). The median gross rent in Mounds View is $928.10 Income Limits per Household Size 1 2 3 4 5 6 30% AMI $22,050 $25,200 $28,350 $31,470 $33,990 $36,510 50% AMI $36,750 $42,000 $47,250 $52,450 $56,650 $60,850 60% AMI $44,100 $50,400 $56,700 $62,940 $67980 $73,020 Proposed maximum rent per # of bedrooms 1 bed 2 bed 3 bed TOTAL Units < 30% AMI $590 - - 3 31% - 50% AMI $984 $1,181 - 108 51% - 60% AMI - $1,417 $1,636 9 Proposed 1-1 R-411 PUD Lot 1 3.8 ac - 6.89 ac TBD Lot 2 1.2 ac 1.0 ac - - Lot 1 (The Villas) requires approval of a PUD, to decrease the minimum lot size from 6.89 acres (based on density) to 3.8 acres. 9 Mounds View Comprehensive Plan, Table 3-7 (Housing Allocation by Income). In 2019 (after calculations were made), Boulevard Apartments was completed, including 4 units < 30% AMI, and 56 units < 60% AMI. Zo US Census Bureau, 2015-2019 American Community Survey ii Mounds View City Code, 160.056(B)(2)(c) (Minimum lot area). Minimum lot area in R-4 district is 2,500 sq ft per unit (e.g. 120 units = 300,000 sq ft lot size, or 6.89 acres). The mounus view vision A Thriving Desirable Community Item 05B Page 5 of 16 Building Setbacks Zone Front Yard Side Yard Rear Yard Req Proposed Req Req When Abuts Residential Propose d Min When Abuts Residential Proposed Lot 1 PUD - 0' - - 30' - - 80'+ Lot 2 1-1 38' 12 20' (30' if abutting street) 40' 40' 30' 13 Streets/Driveway The Preliminary Plat is missing information for Lot 2 (Bio-Clean), and will be added prior to the City Council's November 22nd Public Hearing. The County Road 8 right-of-way (ROW) does not have a consistent width. There are complications of how the ROW was originally dedicated to MnDOT when I-35W was constructed, and from MnDOT to Ramsey County for Old Highway 8. This will be resolved separate from the subdivision (takes 9-12 months). The immediate result of this is a wedged -shaped excess ROW area shown between the trail and the apartment building. When resolved, this land will be turned over to the developer. But for now, it results in a 0' building setback. Once resolved, the setback will be 40' As -drawn, Lot 1 (The Villas) requires approval of a PUD to allow a 0' front yard setback, whereas a 30' setback would be required if zoned R-4. There are no internal streets. The Developer and Bauer Welding (adjacent property west of Lot 1) have a verbal agreement to cooperate in providing a private ingress/egress easement, between Old Highway 8 and Bauer. Bauer is considering subdividing land north of their building for an unknown use (would be a land -locked parcel).14 Staff has some concern regarding the potential of an industrial user, sharing the driveway. This concern can be addressed in the future when Bauer subdivides, or if there is a building expansion requiring a Development Review. 12 Resolution 17-81, approving a Variance to reduce the rear yard building setback, from 40' to 30'. Resolution 760-04, approving a Variance to reduce the front yard building setback, from 40' to 38', and a Variance to reduce the front yard parking lot setback, from 40' to 7'. 13 Resolution 420-95; Variance reducing the rear yard setback, from 40' to 30', (Bio-Clean Mobile Wash. 14 NOTE: Mounds View City Code §158.045(A) requires "all lots to abut a publicly dedicated street that has received legal status as such." In practice, joint driveways are permitted, pending a Maintenance Agreement is recorded (City Code §160.344(B) (Joint driveways). Example; Caribou Cabin abuts a public street, but does not have direct access, but through an easement. The Muunus view vision A Thriving Desirable Community Item 05B Page 6 of 16 Drive/Parking Setbacks15 Parking Lot 1 Lot 2 Guideline Proposed Req Proposed North 5' N/A 20' East 5' N/A 7, 16 7' South 5' 19' 40' West 5' 5' 5' Lot 1 Required Lot 1 Proposed Lot 1 Proposed, if based on 180 bedrooms Garage Surface Garage Surface Garage Surface 120 180 88 114 0.5 p/bed 0.6 p/bed The City Code requires17 one garage stall per unit, and 1.5 surface stalls per unit. Lesser parking can be approved as a PUD. It has been Staff's opinion that the City Code is over -parked. Although, since recent projects have all been PUD's, there has been no catalyst to amend the City Code. Staff surveyed area cities (see attached), finding an average requirement of 181 stalls (1.5 stalls p/unit) required for a 120 unit senior apartment building (inconclusive whether garage or surface parking). The project proposes a parking ratio of 1.68 stalls p/unit. Consideration should be given if a Loading Zone should be added to accommodate tenants moving in & out. As -is, it is most likely that a moving truck would park in the drive aisle opposite the ADA stalls, thereby blocking those vehicles. If a loading zone were added, this would reduce the number of parking stalls. Lot 1 Required (and proposed)18 Garage Surface ADA Non-ADA ADA Non-ADA 4 84 5 109 15 Mounds View City Code 160.055(2) (Driveways) 16 Resolution 760-04, approving a Variance to reduce the front yard building setback, from 40' to 38', and a Variance to reduce the front yard parking lot setback, from 40' to 7'. 17 Mounds View City Code §160.342 (Schedule of Off -Street Parking — Multiple -family dwellings) 18 2020 MN Building Code, Section 1106.2; Accessible parking spaces shall be provided in Group 1-1, R-1, R-2, R-3 and R-4 occupancies in accordance with Items 1 through 4 as applicable. (1) In Group R-2, R-3 and R-4 occupancies that are required to have Accessible, Type A or Type B dwelling units or sleeping units, at least 2 percent, but not less than one, of each type of parking space provided shall be accessible. NOTE: 2% of 88 garage stalls, and 114 surface stalls = 2 ADA garage stalls, and 3 ADA surface stalls. The Mounds view vision A Thriving Desirable Community Item 05B Page 7 of 16 Building Materials Building Height Traffic Lot 1 (The Villas) will include a combination of rock -faced block, cast stone, vinyl siding, and fiber cement panels. Staff recommends an alternative to vinyl siding (e.g. fiber cement siding or other superior material). The project is not within the County Road 10 Corridor Overlay District. There are no architectural requirements outside of this overlay district. As a PUD, the City Council can approve deviations from the City Code. If the property were zoned R-4, the maximum height permitted is three -stories. Four -stories are proposed (four stories above an underground parking garage). Total height from grade will very between 40' — 60', depending on which side of the building. Staff is not recommending a traffic study. Ramsey County has reviewed the access point, including the intent to share it with future development north of Bauer Welding. The County is not requiring a right turn lane. Staff has some concerns regarding the unknown future land use north of Bauer Welding, sharing this easement. If this is to be an industrial use with truck traffic, the shared driveway should be limited to passenger vehicles and deliveries (e.g. not semi -trucks). Utilities Utilities serving residential customers must be underground.19 Tree Preservation The City Code's intent (not required) is to preserve as many significant and specimen trees as possible.20 The north area of Lot 1 is heavily wooded. All trees outside of the wetland area will be removed to accommodate a storm water infiltration basin. A Tree Preservation Plan is included on p. C1.3 of the plan submittal. 74 trees will be removed, including 16 Significant Trees, and 11 Specimen Trees. For every specimen tree removed, two new trees shall be planted (maximum of five new replacement trees).21 Ten replacement trees will be planted. There are no trees on Lot 2. 19 Mounds View City Code 158.049(A) (Underground Utilities) 20 Mounds View City Code §160.418 (Tree Removal on Lots with Construction or Grading Activity) 21 Mounds View City Code §160.418(B)(Replacement Standards) ne IVIOUHUS view VISIUM] A Thriving Desirable Community Item 05B Page 8 of 16 Usable Open Space" Landscaping24 25 Wetlands Lot 1 Required23 Lot 1 Proposed 625 sq ft p/unit 700 sq ft p/unit 75,000 sq ft (1.72 acres) 84,035 sq ft (1.93 acres) Lot 1 Lot 2 Required Proposed Required Proposed Deciduous Shade Tree 15 26 5 0 Coniferous Tree 15 12 5 0 Understory Shrub 99 212 34 0 Ornamental Tree 15 17 5 0 It is the City Council's discretion if landscaping standards should apply to Lot 2 (Bio-Clean), or defer until Bio-Clean plans their building expansion (2-3 years), assuming the size of the expansion will require a Development Review. The Developer (Lot 1) is proposing off -site landscaping on Lot 2 (two pine trees, one shrub), as screening between a residential use and non-residential use.26 On Lot 1, sod will be installed around the building and dog park. Seed (prairie mix) will be installed north of the driveway. Staff recommends the addition of a pollinator seed mix (included as condition of approval). On Lot 1, there is a sidewalk and bench located in the SW corner of the lot with a 1' setback, whereas 2' is the minimum required. Staff is supportive of the encroachment (versus narrowing the sidewalk, or parking lot). On Lot 1, the landscaped area around the bench encroaches onto Lot 2. This should be relocated to be entirely on Lot 1 (condition added). There is a wetland in the NW area of Lot 1. A Wetland Alteration Permit is required for land disturbance within 100' of a wetland. There is a minimum 100' building setback from a wetland, unless a lesser setback is approved through a Wetland Alteration 22 Mounds View City Code, §160.012; USABLE OPEN SPACE. A required ground area or terrace area on a lot which is graded, developed, landscaped and equipped, intended and maintained for either active or passive recreation or both, available and accessible to and usable by all persons occupying a dwelling unit or rooming unit on the lot and their guests. The areas shall be grassed and landscaped or covered only for a recreational purpose. Roofs, driveways and parking areas shall not constitute USABLE OPEN SPACE. 23 Mounds View City Code 160.056(B)(d); Each multiple family dwelling site shall contain at least 625 square feet of usable open space as defined by § 160.012 of this chapter for each dwelling unit contained therein. 24 Mounds View City Code §160.419 (Landscaping) 25 NOTE: for calculations; Lot 1: 29,720 sq ft building footprint, and 2,432' site perimeter. Lot 2: 9,695 sq ft building footprint, and 1,009' site perimeter. 26 Mounds View City Code 160.338(L) (Required Screening) ne Iv1OUF1US view VISIUM] A Thriving Desirable Community Item 05B Page 9 of 16 Drainage Community Facilities Park Dedication' 27 Mounds View 28 Mounds View 29 Mounds View 30 Mounds View 31 Mounds View i ne rwounus view v A Thriving Desirable Permit.27 28 The proposed apartment building is set back about 95' from the wetland. A Wetland Alteration Permit requires29 (summarized) that the project not reduce the flood storage capacity of the wetland, or reduce the wetland water quality or wildlife habitat value, and be in compliance with the Local Water Management Plan. In general, the intent is to leave the wetland undisturbed. There will be no construction impacts to the wetland. On site drainage will be through a storm water infiltration basin to be located north of the driveway. The Developer has applied for a Watershed Permit through the City/RCWD (joint review). The City Engineer's review of the Watershed permit notes that drainage to the wetland will be decreased by 75%, and recommends increasing drainage (suggests draining rooftop stormwater into wetland). The City Council will review the Watershed Permit application on November 22nd. Action on the watershed permit (joint city/RCWD review) has been requested to be tabled by the City Engineer. Amenities for The Villas include: • Dog Park (outside) • Bike storage (garage) • Mail & package room (1st floor) • Activity Room, Fitness, Room, Library (2nd floor) • Community Room (3rd floor) • Sunroom, Family Dining Room, Guest Suite (4th floor) The apartments are on an existing trail system along Old Highway 8, connecting to a planned expansion of the Rice Creek North regional trail, along County Road H. MTC Route 804 serves Old Highway 8, between the County Road H Park & Ride, and Saint Anthony Village. The City may require a park dedication up to 10% of the land, or fee in lieu. Staff recommends requiring a fee in lieu. The Residential fee is $3,500 per unit. The Commercial/Industrial fee is 10% of the Estimated Market Value of land. For Lot 2 (Bio- Clean) this only applies to the new land added onto Lot 2, not the existing property.31 City Code §159.007(C)(3) (Building Setback) City Code §159.008(3) (Development overlapping wetland and wetland buffer area) City Code §159.008(D)(Standards for approval of permits) City Code, §158.061(D) (Dedication amount) City Code §158.061(E) (Dedication for re -subdivision) urun Community Item 05B Page 10 of 16 Public Safety Fee Calculation Lot 1 $420,000 $3,500 X 120 units Lot 2 $5,945 10% X ($5.25 X 11,325 sq ft) The Villas will include 120-units of affordable senior housing. In 2019, MWF Properties completed the Boulevard Apartments, 2901 Mounds View Boulevard, consisting of 60-units of affordable housing (all ages). Between December 2019 and September 2021, Boulevard averaged 10 police calls per month. SBM Fire Department had 5 calls (total) since December 2019. This is not an apples -to -apples comparison to The Villa's, but is intended to provide an example of an expected increase in services. Strategic Plan Strategy/Goal: Continue BR&E program, maximize utilization of development space and current list of available sites, encourage land owners to maintain their properties, & consider residential redevelopment Financial Impact: Lot 1 (The Villas) The project is estimated to cost $29 million ($241,000 p/unit). The Developer is requesting Tax Increment Financing (TIF) of $1,770,000. If TIF is approved by the EDA, the owner will continue to pay property taxes on the 2021 value of $699,800. ($5,249 annual property taxes). TIF will run through 2049, or until $1,770,000 is reimbursed to the owner (whichever occurs first). Because the project is senior housing, it is not anticipated to contribute additional impacts to ISD 621. The project is anticipate to impact municipal services, e.g. police and fire. Lot 2 (Bio-Clean) No impact. Recommendation: Staff Recommends approval, with conditions. The Preliminary Plat is missing information needed prior to City Council approval (Nov 22). Additional information is needed for the City/Watershed review, which may affect the plat, but is more tied to the building permit for Lot 1 (The Villas). Alternatively, the Planning Commission can table action until its November 17th meeting. Staff would advise tableing, if there is critical information needed in order for the Commission to make a decision. The City Council will conduct a Public Hearing on Monday, November 22nd. A notice will be published in the November 9, 2021 Shoreview Press. Notice will be mailed to property owners o ne IVIUUnUS view V ISIUn A Thriving Desirable Community Item 05B Page 11 of 16 and occupants beyond the 350' area required by MN Statute, and will include Townsedge Terrace, and properties along Mustang Drive. Respectfully, c).„ass Jon Sevald, AICP Community Development Director ATTACHEMENTS Aerial Map Zoning Map Site Photos Parking Study Resolution 1141-21 Narrative Plans The Mounds View Vision A Thriving Desirable Community Item 05B Page 12 of 16 Aerial Photo The Mounds View Vision A Thriving Desirable Community Item 05B Page 13 of 16 PI N TOWNS EDGE TERRACE MOBILE HOME PARK 11 ry I LEGEND ZONING DISTRICTS 4822 4815 4.g2p 4818 4${1p 477R L 4775 4783 4757 4751 4743 R-1 SINGLE-FAMILY RESIDENTIAL R-2 SINGLE & TWO FAMILY RESIDENTIAL 1:1-3 MEDIUM DENSITY RESIDENTIAL R-4 HIGH DENSITY RESIDENTIAL R-5 MOBILE HOME R-O RESIDENTIAL/OFFICE B-1 NEIGHBORHOOD BUSINESS MUSTANG WIVE 4,3 Zoning Map w 1- (1) LL w 1- 4751 4744 B-2 LIMITED BUSINESS B-3 HIGHWAY BUSINESS B-4 REGIONAL BUSINESS I-1 INDUSTRIAL PF PUBLIC FACILITIES PUD PLANNED UNIT DEVELOPMENT CRP CONSERVANCY, RECREATION & PRESERVATION AREAS NOT LABELED ARE R-1 DISTRICTS The Mounds View Vision A Thriving Desirable Community Item 05B Page 14 of 16 SITE PHOTOS um,,,;; 1-1 SE corner of Old Hwy 8 & Mustang Dr, looking north. Bio-Clean is to left (photo Oct 15, 2021) 4889 Old Hwy 8, panoramic view, looking north -east -south (photo Oct 15, 2021) 4849 Old Hwy 8, panoramic view, looking south -west -north. Bio-Clean is to left, and Bauer Welding at center (photo Oct 15, 2021) The Mounds View Vision A Thriving Desirable Community Item 05B Page 15 of 16 4889 Old Hwy 8, looking north (photo Oct 15, 2021) 4889 Old Hwy 8, view looking east (I-35W and TCAAP in background) (photo Oct 15, 2021) The Mounds View Vision A Thriving Desirable Community Item O5B Page 16 of 16 4889 Old Hwy 8, view looking east (Bio-Clean in foreground) (photo Oct 15, 2021) 4889 Old Hwy 8, panoramic view looking south to west, near NE corner of project (manufactured home park behind woods) (Oct 15, 2021) The Mounds View Vision A Thriving Desirable Community MOUNDS VIEW PLANNING COMMISSION RESOLUTION 1141-21 CITY OF MOUNDS VIEW COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION RECOMMENDING APPROVAL OF THE PRELIMINARY AND FINAL PLAT OF SKYLINE; AND, ZONING MAP AMENDMENT; AND, PLANNED UNIT DEVELOPMENT; AND, DEVELOPMENT REVIEW; AND, WETLAND ALTERATION PERMIT; FOR THE VILLAS OF MOUNDS VIEW, 2151 MUSTANG DRIVE, 4889, AND 4943 OLD HIGHWAY 8; WHEREAS, the Applicant; Peter Worthington (The Villas of Mounds View, Limited Partnership), representing property owners; Gregory Kelley and Jane Kelley (2151 Mustang Drive); Mounds View Economic Development Authority (4889 Old Highway 8); and the City of Mounds View (4943 Old Highway 8); has requested approval of (1) the Preliminary/Final Plat of Skyline; (2) Zoning Map Amendment; (3) Planned Unit Development; and (4) Development Review. The properties are legally described as: PID: 17-30-23-14-0002 A strip of land 130 feet wide measured at right angles southwesterly of and adjacent to, a line running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the Northeast Quarter of said Section 17, and 250 feet from the east line of said Section 17, and measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132.92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. AND PID: 17-30-23-14-0001 All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line Res 1141-21 Page 2 of 8 run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. AND PID: 17-30-23-14-0003 All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast comer thereof, to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right- of-way line of State Trunk Highway No. 8, excepting therefrom all that part lying in the South 175 feet of said North Half, and also excepting therefrom all that part of the Northeasterly 130 feet measured at right angles to said right-of-way line, lying south of the North 75 feet of said North Half. AND PID: Unknown That part of the South 30 feet of the North 1/2 of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying East of Lot 4, Block 1, MOUNDS VIEW INDUSTRIAL PARK. AND PID: This is currently a part of PID 17-30-23-14-0002 The South 15 feet of the following described parcel: All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast Res 1141-21 Page 3 of 8 corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right- of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of- way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. AND PID: 17-30-23-11-0004 That part of the East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, described as follows: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89°57'36" West, along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42" West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.73 feet; thence South 89°57'36" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Quarter of the Northeast Quarter; thence South 00°36'26" East, along said west line, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. (Torrens Property) AND PID: 17-30-23-11-0004 That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. AND PID: 17-30-23-14-0009 Lot 5, Block 1, MOUNDS VIEW INDUSTRIAL PARK. (Torrens Property) WHEREAS, the applicant submitted a Sketch Plan, which was reviewed by the Planning Commission on July 21, 2021, and was reviewed by the City Council on July 26, 2021; and, WHEREAS, an application for Preliminary Plat and Final Plat approval was submitted on October 4, 2021, and distributed to applicable staff and agencies. Comments were received from: August 18, 2021 Scott Mareck, Ramsey County Public Works Res 1141-21 Page 4 of 8 October 5, 2021 October 18, 2021 October 21, 2021 October 25, 2021 October 25, 2021 October 26, 2021 Charlie Smith, SBM Fire Department Scott Mareck, Ramsey County Public Works Chris Ambourn Stantec Dan Edgerton, Stantec (City Engineer) (City of Mounds View, MN Permit Report) Tyler McLeete, Stantec (City Enigineer) David Elvin, MnDOT WHEREAS, in compliance with the Mounds View City Code §158.020(H), a Public Hearing notice was published by the Shoreview Press on November 9, 2021, and mailed to property owners within 350' of the subject properties. A Public Hearing was held by the City Council on November 22, 2021; and, WHEREAS, the Preliminary Plat has been evaluated for compliance with requirements of the Mounds View City Code, §158.020 (Preliminary Subdivision Plan Application), and the Comprehensive Plan; and, WEHREAS, the Final Plat has been evaluated for consistency with the Preliminary Plat, and compliance with all requirements deemed necessary to preserve neighborhood aesthetics and to protect the public health, safety and welfare of neighboring landowners and future residents within the subdivision, consistent with Mounds View City Code §158.026(B)(3); and, NOW, THEREFORE BE IT RESOLVED THAT the Planning Commission recommends approval of the Preliminary/Final Plat of SKYLINE, with the following conditions: 1. The Developer shall revise the Preliminary Plat and Final Plat, in compliance with the City of Mounds View, MN Permit Report, dated October 25, 2021; the City Engineer's report, dated October 25, 2021; and, the Community Development Director's review report dated October 28, 2021; Changes to the Plat shall be reviewed and may be approved administratively by Staff. 2. The Final Plat shall conform to the Preliminary Plat, as approved by the City Council, in conformance with Mounds View City Code §158.0026(A) (Filing of final plat). 3. The Final Plat shall adhere to all requirements of the City Attorney's Plat Opinion, dated . The Final Plat shall be recorded within six months, and provide the City with a reproducible copy. 4. The Developer shall enter into a private ingress/egress easement between Lot 1, Block 1 (The Villas of Mounds View), and Bauer Welding, 2159 Mustang Drive. This easement shall run with the land. This easement shall be recorded by the Developer prior to the City issuing a building permit for The Villas of Mounds View. Res 1141-21 Page 5 of 8 5. The Developer shall submit a Landscape Escrow equal to 150% of the cost of landscape materials and labor, prior to the City releasing the mylars for recording. 6. The Developer shall pay a Park Dedication Fee of; (1) $420,000 for Lot 1 (The Villas of Mounds View, Limited Partnership); and (2) $5,945 for Lot 2 (Gregory Kelley and Jane Kelley). Fees shall be paid prior to the City releasing the Final Plat mylars for recording.. 7. All new electrical distribution lines, telephone service lines and other utilities proving services to residential customers of the plat shall be buried underground, consistent with Mounds View City Code §158.0049(A)(1). 8. Approval of the Preliminary/Final Plat and Development Review shall constitute approval of a Wetland Buffer Permit to allow the planned apartment building (Lot 1) to encroach within the 100' setback of a wetland, consistent with City Code 159.007(C)(3), and consistent with the Site Plan, dated October 4, 2021. NOW, THEREFORE BE IT FURTHER RESOLVED THAT the Planning Commission makes the following Findings (italics) in support of its recommendation for approval of a Planned Unit Development for Lot 1 (The Villas of Mounds View), consistent with Mounds View City Code 160.318(C)(6) ([Development Stage] Review and evaluation criteria; and Final Plan): Findings: 9. Adequate property control will be established. The Residential PUD will consist of Lot 1 (The Villas of Mounds View). The PUD will not include any outlots, nor land owned by an Owners Association. 10. The parking lot's internal circulation has been reviewed by the SBM Fire Department, and access onto Old Highway 8 approved by Ramsey County Public Works. 11. A sufficient amount of Open Space is provided. Mounds View City Code §160.056(B)(d) establishes a guideline that each multiple -family dwelling site shall contain at least 625 square feet of usable open space intended and maintained for either active or passive recreation (or both), and accessible to all residents of the PUD. The project (Lot 1) includes 84,035 square feet of non -impervious surfaces (700 square feet per unit). 12. The arrangement of buildings on Lot 1 does not unreasonably disturb the privacy or property values of surrounding residential uses (e.g. Townsedge Terrace). Res 1141-21 Page 6 of 8 13. The architectural design of the project is compatible with the surrounding area. 14. The drainage and utility system plans are adequate, subject to approval of the City of Mounds View/Rice Creek Watershed District (joint application/review for watershed permit). 15. The development schedule, protecting the public's interest. 16. The development is in compliance with Mounds View City Code §§154 (Floodplain Management), 155 (Surface Water Drainage Management and Development Control), 156 (Construction Site and Land Disturbance Runoff Control), 157 (Storm Drainage Systems), 158 (Wetland Zoning), pending approvals of subsequent permits (with conditions). 17. Dwelling Unit and Accessory Use requirements are in compliance as a Residential Planned Unit Development NOW, THEREFORE BE IT FURTHER RESOLVED THAT the Planning Commission in compliance with the Mounds View City Code §160.316(B), the Planning Commission finds the project compliant with the Comprehensive Plan. The Commission recommends approval of a Planned Unit Development for Lot 1 (The Villas of Mounds View), with the following conditions: 18. The Developer shall agree to a Development Agreement, consistent with Mounds View City Code §160.318(C)(4)(d) (PUD Agreement). 19. Construction shall commence within one year of this PUD approval (e.g. by November 22, 2022), unless an extension is granted by the City Council, consistent with Mounds View City Code §160.0318(D)(6) (Limitation of final plan approval). NOW, THEREFORE BE IT RESOLVED THAT the Planning Commission recommends approval of a Development Review, consistent with the Mounds View City Code §150.054 (Development Controls). A Development Review is required for all new construction and building expansions of 10% or 10,000 sq ft. The Development Review is specific to Lot 1 (The Villas of Mounds View), and includes the following conditions: 20. The Developer shall sign a Development Agreement. 21. The Developer (Lot 1) shall submit an exterior lighting plan, consistent with City Code §160.031 (Glare). The Plan may be reviewed and approved administratively, as part of the Building Permit plan review. Res 1141-21 Page 7 of 8 22. The Developer shall revise the Exterior Elevation plans, replacing Vinyl Lap Siding with cement board lap siding, or other superior material (to be approved administratively by Staff). 23. Any monument signage on Lot 1 (if located near the shared driveway entrance) shall accommodate off -premise signage of any user of the shared driveway. All signage shall otherwise comply with City Code regulations for the R-4 zoning district. 24. The Landscape Plan, dated October 4, 2021, shall be revised to include a pollinator seed mix (NRCS 327) in areas identified for "dry short prairie seed mix". The quantity and size of plantings shall comply with City Code. 25. The Landscape Plan, dated October 4, 2021, shall be revised such that the park bench and surrounding landscaping in the southwest corner of Lot 1, is entirely on Lot 1 (is shown to be encroaching onto Lot 2). NOW, THEREFORE BE IT RESOLVED THAT the Planning Commission recommends approval of a Wetland Alteration Permit, consistent with Mounds View City Code §159.008(B)(3) (Development overlapping wetland and wetland buffer area). The Developer submitted required materials as part of the plat application package, on October 4, 2021. Wetland delineations were conducted in 2019 and 2021, finding a wetland in the northwest area of Lot 1, thereby establishing a Wetland Buffer Area within 100' of the delineated wetland. Mounds View City Code §159.007(C)(3) (Building Setback) requires a minimum 100' building setback from a wetland, unless a Variance is granted by the City Council through an approved Wetland Alteration Permit. The proposed building on Lot 1 has a setback of about 95' from the delineated wetland. Mounds View City Code §159.008(D) (Standards for approval of permits) establishes Findings for the City Council's approval of a Wetland Alteration Permit. The City Council makes the following Findings (italics): Findings: 26. The alteration shall not cause a reduction in the flood storage capacity of the wetland. The wetland has a bottom elevation of 889'. The project is in Flood Zone X. The nearest Floodplain (Zone AE) has a base elevation of 874' (e.g. the wetland is upstream from Zone AE). NOW, THEREFORE BE IT RESOLVED THAT the Planning Commission recommends approval of a Wetland Alteration Permit with the following conditions; 27. Civil plans, dated October 4, 2021, shall be amended to comply with the City of Mounds View, MN Permit Report, dated October 25, 2021, and to comply with the City Engineer's letter, dated October 25, 2021. NOW, THEREFORE BE IT RESOLVED THAT the developer shall reimburse the Res 1141-21 Page 8 of 8 City for any and all consulting costs, including the City Engineer's review, and City Attorney's review; and, NOW, THEREFORE, BE IT FINALLY RESOLVED, that the Mounds View Planning Commission directs Staff to forward this resolution to the City Council prior to approval of the minutes. Adopted this 3rd day of November 2021. Gary Rundle, Chair ATTEST: Jon Sevald, Community Development Director (SEAL) Off -Street Parking Regulations (# of stalls required per Multi -Family unit) (October 2021) Garage Parkin Lot Notes Reference Arden Hills 1 (see notes) Off -Street Parking (garage or surface); 1.1 per efficiency and 1 bedroom dwelling units: 2 for each 2+ bedroom dwelling 1325.045, Subd 4 (Parking) 1325.06, Subd J Blaine 2 One parking space for each dwelling unit; Multifamily housing for senior citizens (age 62 or older) and/or disabled individuals where rent payments are partially or wholly paid by federal or state assistance programs for low income residents, and where the dwelling units have no more than one bedroom Article II. Commercial, Manufacturing and Multifamily, Appendix B (Parking Space Requirements) Columbia Heights (see notes) 0 At least 50% of the required parking is provided by underground parking or parking in ramps. Requires 1 garage stall per 1-bedroom unit (e.g. 69 stalls for 69 1-bedroom units); 2 garage stalls per 2+ bedroom units (e.g. 51 stalls for 42 2-bedroom, and 9 3-bedroom units) §9.106(L)(10) (Off -Street Parking Requirements - Multiple -family) Coon Rapids 2.25 2.25 spaces p/unit §11-1202.09 (Parking Requirements) (Multiple Family Dwellings) Little Canada 0 2 2 stalls p/unit. If no on -street parking, then additional 1 stall p/3 units (visitor parking) e.g. (2 stalls X 120 units = 240 stalls), + (120/3 = 40) = 280 stalls total. §903.050(H)(3) (Off -Street Parking Requirments; Multiple Family Dwellings) Fridley 0.5 0.5 Elderly housing/indpependent living/non- market rate; 1 stall p/unit, with 50% being enclosed §205.07.05(1)(d)(ii) (Parking Requirements; Elderly; Independent Living Facilities) Mounds View 1 1.5 §160.342 (Schedule of Off - Street Parking Requirements; Multiple - family dwellings) New Brighton 0.5 (see notes) Requires 1 stall p/unit (.5 enclosed & .5 surface); + 1 surface stall p/unit up to 10 units; + 0.25 stalls p/unit over 10 units. §Chapter 11, Section 11- 030(3)(F) Number of Spaces Required - Residential developments restricted to the elderly); Roseville 1 0.25 Chapter 1009, Table 1019-1 (Minimum Parking Standards; Senior Housing) If "The Villas" were in City Garage Surface Total 178 120 120 0 120 270 280 60 60 120 120 180 300 60 98 158 120 30 150 Off -Street Parking Regulations (# of stalls required per Multi -Family unit) (October 2021) Garaee Parkin Lot Notes Reference Shoreview (see notes) 1.5 stalls p/unit + 0.5 guest parking stalls p/unit. May be redueded if; (1) trasit oriented development (TOD); (2) incorporation of transportation demand management tegniques; (3) shared parking; (4) demonstration of parking demand, with proof of parking. §206.020 Parking(B)(1)(h); (R4 District Spring Lake Park 0 1 §16.64.010 Appendix A: Schedule of Off -Street Parking and Loading Requirements (Residential; Elderly Housing) Vadnais Heights 0 1 §38-610 (Off -Street Parking Requirements)€(6)(a)(Nu mber of Spaces Required; Senior Housing; Independent Living) Average Proposed If "The Villas" were in City Garage Surface Total 240 0 120 120 0 120 120 181 88 114 202 THE VILLAS OF MOUNDS VIEW PROJECT NARRATIVE October 4, 2021 OVERVIEW MWF Properties is proposing to develop a 120-unit senior (55+) affordable apartment building. The building will include a mix of 1, 2 and 3 bedroom units across four stories of apartments over one level of underground parking. AFFORDABILITY The project will be affordable housing with average household incomes limited to 60% or less of the current Area Median Income, and with most (108) units averaging 50% or less of the AMI: Income Limits per Household Size 1 2 3 4 5 6* 30%AMI $22,050 $25,200 $28,350 $31,470 $33,990 $36,510 50% AMI $36,750 $42,000 $47,250 $52,450 $56,650 $60,850 60% AMI $44,100 $50,400 $56,700 $62,940 $67,980 $73,020 * Note: max occupancy for 3-bedroom unit Due to the structure of the project financing, the breakdown of the current maximum rents (which is based on AMI and unit size) will be as follows: Max Rents Per No. of Bedrooms # of units at this % AMI 1 Bedroom 2 Bedrooms 3 Bedrooms 30% AMI 3 $590 n/a n/a 50% AMI 108 $984 $1,181 n/a 60% AMI 9 n/a $1,417 $1,636 Based on the total unit mix (68 1BR, 44 2BR and 8 3BR units) and the maximum rents above, the effective average maximum rent will be approximately $1,021/mo. AMENITIES The indoor amenities will include: • Community Room — including kitchenette, multiple seating and table areas • Private Dining Room — where residents can host dinners with family and friends • Guest Room — for limited overnight stays by visiting family or friends • Package Room — secured package receiving and holding • Library— quiet reading by a fireplace 1 • Activity Room — for classes, games and hobbies • Sunroom • Fitness Center In addition, there will be a Dog Run — a fenced outdoor space where dogs can be off leash. SERVICE COORDINATOR In addition to the property management staff, there will be a site -based Service Coordinator. The purpose of the Service Coordinator is help ensure that residents have access to social interactions, service referrals, transportation coordination, and healthcare advocacy. This is an optional service for residents to utilize when and to what extent they choose. The Service Coordinator will meet with each resident who chooses to use the service to establish a secure case file to identify current needs and anticipate future needs. In addition to addressing the needs of individual residents, the Service Coordinator will organize monthly activities targeting the wellbeing categories of Purpose Social, Financial and Community. PARKING Flexibility is requested regarding the requirement for 1 covered stall per unit and 2.5 total stalls per unit. We believe 2.5 stalls is not necessary for a 55+ rental community. Below is a table comparing the parking proposed for The Villas to three other 55+ communities in the area. The Villas provides more total stalls per unit and per bedroom than the comparison communities, with the same covered parking per unit. Other Senior apartments Surface Parking UG Parking Total Parking 1BR 2BR 3BR Total Units Total BRs Parking per Unit Parking per BR UG stalls per unit Legends of Spring Lake Park 93 144 237 65 82 47 194 370 1.22 0.64 0.74 Legends of Columbia Heights 88 136 - 224 50 94 47 191 379 1.17 0.59 0.71 Legends of Silver Lake 59 129 188 139 30 0 169 199 1.11 0.94 0.76 Average: 1.17 0.73 0.74 The Villas of Mounds View 114 88 202 ss 44 8 120 180 DEVELOPMENT SCHEDULE Preliminary Development Schedule: • December 2021: • January 2022: • April 2022: • June 2023: • December 2023: 1.68 1.12 0.73 Land Use Approvals MMB Bond Application and Award Secure Building Permit, Close on Financing and Land, Start Construction Construction Complete, Lease -up Begins Lease -up Complete 2 THE VILLAS OF MOUNDS VIEW ARCHITECT: MILLER HANSON 218 WASHINGTON AVE NORTH MINNEAPOLIS, MN 55401 CONTACT: KENT SIMON 612-332-5420 DEVELOPER / PROPERTY OWNER: MWF PROPERTIES 7645 LYNDALE AVE. SOUTH MINNEAPOLIS, MN 55423 CONTACT: PETER WORTHINGTON 612-243-7110 ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 CONTACT: DAVID KNAEBLE 612-615-0060 SURVEYOR: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 CONTACT: RORY SYNSTELIEN 612-615-0060 GEOTECHNICAL ENGINEER: CHOSEN VALLEY TESTING, INC. 245 E. ROSELAWN ST. PAUL, MN 55117 CONTACT: COLBY T. VERDEGAN MOUNDS VIEW, MINNESOTA ISSUED FOR: CITY SUBMITTAL ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Know what's below. CaII before you dig. SHEET INDEX SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET V1.0 SITE SURVEY C1.0 REMOVALS PLAN - OVERALL SITE C1.1 REMOVALS PLAN - NORTH AREA ENLARGEMENT C1.2 REMOVALS PLAN - SOUTH AREA ENLARGEMENT C1.3 TREE PRESERVATION PLAN C2.0 SITE PLAN - OVERALL SITE C2.1 SITE PLAN - NORTH AREA ENLARGEMENT C2.2 SITE PLAN - SOUTH AREA ENLARGEMENT C3.0 GRADING PLAN - OVERALL SITE C3.1 GRADING PLAN - NORTH AREA ENLARGEMENT C3.2 GRADING PLAN - SOUTH AREA ENLARGEMENT C4.0 UTILITY PLAN - OVERALL SITE C4.1 UTILITY PLAN - NORTH AREA ENLARGEMENT C4.2 UTILITY PLAN - SOUTH AREA ENLARGEMENT C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS L1.0 LANDSCAPE PLAN - OVERALL SITE PLAN L1.1 LANDSCAPE PLAN - NORTH AREA ENLARGEMENT L1.2 LANDSCAPE PLAN - SOUTH AREA ENLARGEMENT L1.3 LANDSCAPE PLAN NOTES & DETAILS SW1.0 SWPPP - EXISTING CONDITIONS SW1.1 SWPPP - PROPOSED CONDITIONS SW1.2 SWPPP - DETAILS SW1.3 SWPPP - NARRATIVE SW1.4 SWPPP - ATTACHMENTS SW1.5 SWPPP - ATTACHMENTS C G3 O M F Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT W z 0 0 J J w 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 w w 0 0 ce 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ?-4...t IL4e-ee_ David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION TITLE SHEET 00.0 © COPYRIGHT2021 CIVIL SITE GROUP INC. SE Corner of the N 1/2 of the SE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 --- Point Point Table Point Table Point Table Point # Raw Description Point # Raw Description Point # Raw Description 5608 TRD 12 BOX 5557 TRD 12 BAS 5658 TRD 6 BOX 1000 TRD 10 BOX Z 5621 TRD 24 ASH 5660 TRD 6 ASH 5544 TRD 28 BAS 5561 TRD 18 BAS 5661 TRD 14 BOX 5609 TRD 16 BAS 5563 TRD 6 BOX 5662 TRD 16 BOX 1001 TRD 12 MAP Z 5564 TRD 8 BOX 5665 TRD 28 BOX 5545 TRD 14 BAS 5565 TRD 12 BOX 5670 TRD 16 BOX 5546 TRD 8 I3AS 5568 TRD 26 BOX 5671 TRD 16 BOX 1002 TRD 16 BOX Z 5572 TRD 6 ELM 5673 TRD 18 ELM Z 5547 TRD 14 BAS 5573 TRD 6 ELM 5680 TRD 18 ELM 1003 TRD 18 BOX Z 5574 TRD 6 BOX 5681 TRD 20 BOX 5611 TRD 6 BIR 5575 TRD 10 BOX 5682 TRD 12 BOX 5548 TRD 10 ELM 5580 TRD 42 BOX 5683 TRD 36 BOX 1004 TRD 24 CAT Z 5581 TRD 6 BUCKTHORN 5684 TRD 20 BOX 5612 TRD 22 BOX 5582 TRD 8 BUCKTHORN 5685 TRD 66 BOX Z 1005 TRD 14 SPR Z 5584 TRD 26 DEAD 5686 TRD 6 BOX Z 5549 TRD 6 ELM 5585 TRD 42 BC)X 5687 TRD 16 BOX Z 5550 TRD 12 ELM 5586 TRD 36 MAP 5688 TRD 18 BOX Z 1006 TRD 22 LOC Z 5591 TRD 16 BOX 5689 TRD 12 BOX 5614 TRD 18 BOX 5593 TRD 12 ELM 5692 TRD 14 BOX 1007 TRD 20 OAK Z 5594 TRD 18 BOX 5695 TRD 22 ELM Z 5551 TRD 14 ELM 5595 TRD 14 ELM 5696 TRD 48 BOX Z 1008 TRD 18 OAK Z 5596 TRD 28 BOX 5699 TRD 38 MAP Z 5552 TRD 8 ELM 5605 TRD 6 ELM 5703 TRD 24 OAK Z 5412 TRD 18 ASH Z 5619 TRD 12 ASH 5706 TRD 40 OAK 5432 TRD 24 ASH Z 5622 TRD 12 BOX 5710 TRD 22 ELM 5434 TRD 24 ELM 5631 TRD 10 BOX 5720 TRD 6 ASH 5438 TRC 18 SPR Z 5638 TRD 10 BOX 5721 TRD 12 ELM 5566 TRD 6 130X 5639 TRD 24 BOX 5439 TRC 18 SPR Z 5640 TRD 12 ASH 5567 TRD 12 BOX 5642 TRD 10 ELM 5459 TRD 18 BIR 5643 TRD 12 BOX 5460 TRD 12 BIR Z 5647 TRD 12 ASH 5461 TRD 18 ASH 5648 TRD 12 BOX 5589 TRD 6 BUCKTHORN 5649 TRD 18 BOX 5542 TRD 12 BAS 5650 TRD 8 HAC 5606 TRD 12 BOX 5651 TRD 40 BOX Z 5543 TRD 14 BAS 5652 TRD 6 BOX 5553 TRD 12 ELM 5653 TRD 16 BOX 5556 TRD 38 ELM 5656 TRD 16 MAP 5620 TRD 6 ASH 5657 TRD 10 BOX w a) 0 892.84 ?NJ f\1 0 6 CBR X 'P 0 'I'C-- In 886.04 Sw JJ0-'3 «j 8b>� Inv=885.94 NE Inv=885.59 NW/SE \ Uc/A9, & 'Bel, �68 g1 '� /.v 70 g90.0,2 L/i g911 II NV= _ I �,.c. cb �' ,_, 69 -06 i� ''.9 L• 889.33 J _ s (� �64 I • A ellix T A cP �09 ,‘'::,- 111 � Rim=890.22 212.74 i N w 1-1 N N v 4- 0 0 C J r / — E Line of the NE 1/4 / of Sec. 17, Twp. 30, Rng. 23 •� f LJ I a) Z I 9) 1 0 O �� M 0 N C 7 O a) •c it .N 3 O H N Li1-1 Ln U (/) Ln o i�[E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 // B9a93 X \ // AP // / 890 98 >< of way Un u\tip\e D°cs • I f--- of pia Nwy • 8 peal Lg1.5� • ' • )a I 1[ �S 042. -) 9 55 ,0010 % LL / *Fie i,-5 .-- , _,,--''''------- --------- ( 0\------- 1-u 03 21g 00) TN I a - j i ' a9 'll 4) 0,1 co n N Vitf�N o 55 Ia)inLj rn /:. 4) 892.4 .r ✓ O— e9 iT ^ ..�■ w93 p �nnF %� 1106 X t- CO s loos' `'- Ail l 1007'�L 1 -C.L DEESCRIPTION OF PROPERTY SURVEYED PARCEL 1: 1004 Fence. on G Property Line 2y,K Shed PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace A strip of land 130 feet wide measured at right angles southwesterly of and adjacent to, a line running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the Northeast Quarter of said Section 17, and 250 feet frorn the east line of said Section 17, and measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132..92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504..33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.7E3 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast comer thereof, to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8„ excepting therefrom all that part lying in the South .175 feet of said North Half, and also excepting therefrom all that part of the Northeasterly 130 feet measured at right angles to said right-of-wayline, lying south of the North 75 feet of said North Half. [Abstract Property] / r 1 L — 495.00 897,29 X 096�a c ° 25 51„2$ 96 (pesco26`05 =695625• c-B9602 96. -73 X I 89829 x CBR Rim=697.54 Inv=891.54 E Inv=887.44 NW/SE \ owoo1 494 Old Hi Fxisting Building PARCEL 2: _898 5695 W Line of the IE 51.6.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 X sg05a GU=898A 09 E 00°36 age 66 56861 v 1 w Z M Na) N c o o w ti z 0H _c Y O v 0 C In cn o 1 0 Lri Co M ▪ N r n Ln Ln O 0 co co I I U Ln 0 0 /)-NE Corner of the SE 1/4 of the NE 1/4 \ and the SE Corner of the NIE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 w z a) L 0 00 Chi Lri P.O.B. Parcel 2 (Torrens Portion)___ X 90170 69,9 of°23`42"w' 3.69 - C)� n (Des< 02,, 5— 6=15, RCP 7 .5680 Shed 894 ea 89484 i gp068 X 907i\ 900 -r - Bo [lifw.x 10. Sanitary • 5657 566 i(3-6-fic 565152 That part of the East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota„ described as follows: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89°57'36" West, along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42" West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.7:3 feet; thence South 89°57'36" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Quarter of the Northeast Quarter; thence South 00°36'26" East, along said west line, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. [Torrens Property - Certificate of Title No. 382214] That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. [Abstract Property] GENERAL SURVEY NOTES 1. Bearings are based on the Ramsey County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD .29 Datum. Site Benchmark is the top nut of the fire hydrant located on the west side of Old Highway 8 approximately 60 feet easterly of the southeast corner of subject property. Elevation = 910.46. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate source:s. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 4. We have shown the location of a wetland and erosional gully hereon per a delineation by Stantec, provided to us by the client. 5639 _W— ` 1C=901.66 I 90192 • E F G - -- OH — - -- T w — 0 0- 4 � I IIIII 90274 X 70.90Si 68 90 bx 1-1 96 ce zz ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 889 / II Line IPrope 89(184 Linetype & Symbol Legend ELECTRIC LINE ELECTRIC LINE (RECORD) FIBER/COMM. L:[NE FIBER/COMM. L:[NE (RECORD) GASMAIN GASMAIN (RECORD) OVERHEAD UTILITIES SANITARY SEWER SANITARY SEWER (RECORD) STORM SEWER STORM SEWER (RECORD) TELEPHONE LINE TELEPHONE LINE (RECORD) WATERMAINI WATERMAINI (RECORD) CHAINLINK FENCELINE WOODEN FEENCELINIE GUARDRAIL CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE Oo) • I1 H` n I( ���citih �ar�esi vPv�b��\c RI`�) AIR CONDITIONER CABLE TV BOX ELEC:TR1[C MANHOLE ELEC:TR1[C TRANSFORMER ELECTRICAL METER FIBER/C:OMM. MANHOLE POWER POLE GUY WARE GAS METER GAS MANHOLE GAS VALVE ROOF DRAIN SEWER CLEAN OUT SANITARY MANHOLE STORM MANHOLE CATCH BASIN FLARED END SECTION TELEPHONE BOX TELEPHONE MANHOLE TRAIFFIC SIGNAL HYDRANT FIRE CONNECTION POST INDICATOR VALVE WATER MANHOLE WATER VALVE WELL 1-35\1\1 �^ ��PN( gp5 c'3 X ` ,� 9,9,63 X 90`� \N ,, g03.57 X 904 _ W� L % 02g3 ,W� C�1=9p411 �—�/g581' (C,cn� 63/� ,1N�- Z 3$"\I I 9g,1�� /' N13°2 [D] Bit. Trail and Utilities 1 JCS 1o5p3 Cross Through Parcel 1 \ ��\ �. iz SB UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLAG POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE DECIDUOUS TREE SOIL BORING • FOUND IRON MONUMENT O SET IRON MONUMENT 00 CAST IRON MONUMENT c RlwlL.\doh lPC)Ub\\ 90725 X sot, a0 X 9�1D 9os �� / FzCPg� IOC;�C�g 64 ,9pa96 C 40 20 _ 0 20 40 80 mmm SCALE IN FEET �1 .� Xg�O� GpI - 908 -IA' - _ �� 09 'gp65'L 9i07 84 X / gp871� p69 005 '19 �`pt� ,.n'153 q0a 12 1� 000 G7 —G G / 907O�� F �0 g0 �) 3 E o j;9 GN 909 x �/ 26 g06 66a ` 909.16 /1 906 g0., t � 9 �� 9 • �� 0 ga150/ 451.62 X 910 ea -- C).1' of Sec. 17, Twp. 30, Rng. 23 907 66 01 (AWA /j/22 O�ON S0, ON • sgl 11i 900\N/ i ,9 903 N. — 5545 5542 5546 N. lit5 N 69486 C circente r of at Eros imam -C.L Fence W of Property Line 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 4943 & 4889 Old Highway 8, Mounds View, MN 551.12. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. :27123C:0004G, effective date of June 4, 2010. 4. The Gross land area is 172,829 +/- square feet or 3.968 +/- acres. 6. The current Zoning for the subject property has not been provided to us. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 7. No buildings were observed on subject property while conducting the fieldwork. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. There were no 'parking stripes observed on the subject property while conducting the fieldwork. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Ramsey C:ounty Interactive Property Map website. 16. Evidence of recent earth moving work, building construction, or building additions was not observed in the process of conducting the fieldwork. 17. We are unaware of any proposed changes in street right of way lines. Evidence of recent street or sidewalk construction or repairs was not observed in the process of conducting the fieldwork. 18. We are unaware of any plottable offsite easements or servitudes. 1001 4889 Old Hi X 91173 hway 8 3140003 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator csi 5461 911 12.05 :(3‹. x 44. :\\,. a 40 -5 972,4t 94, 5459 SURVEY REPORT 1. This map and report was prepared with the benefit cif a Commitment for Title Insurance issued by First American Title Insurance Company, File No. NCS-1072420-MPLS, dated May 27, 2021. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s, 1-8, 10, 12 and 13 are not survey related. b. The following are numbered per the referenced title Commitment: Public right of way for trunk highway purposes as established and maintained on the date hereof, including but not limited to the portions of said right of way described in the following documents, together with any rights of access control or restrictions set forth therein: a.) Final Certificate, dated July 10, 1929, recorded August 26, 1929, as Document No. 784903 in Book 865 Page 63; b.) Final Certificate, dated December 3, 1953, recorded February 1954, as Document no. 1326463 in Book 1,440 Page 451; c.) Partial Final Certificate, dated March 31, 1966, recorded April 1, 1966, as Document No. 1672788 in Book 2018 Page 198; d.) Quit Claim Deed, dated July 2;7, 1972, recorded September 27', 1972, as Document No. 1837801 in Book 2365 Page 674; and e.) Final Certificate, dated October 19, 1973, recorded November 21, 1973, as Document No. 1871941 in Book 2439 Page 451. (Parcel 1 and Parcel 2) Right of way of Old Highway 8, as shown hereon along the easterly portion of subject property. [11]. Sanitary Sewer Easement in favor of the City of Mounds View, as set forth in the instrument filed of record in Book 2068 of Ramsey County Records, page 770, and shown by recital on the certificate of title. (Parcel 2) /0 foot by .10 foot Sanitary Sewer Easement as shown hereon at the southwest corner of Parcel 2. 013 10 43116 zqol cLcv CBR Inv=902.35 75 X 9 1 4 6\0 \ ieN.9918l\ 11X:;\\,\111,6,../ \Iti\-4; .914 \\ yX rbcil 9142: 1.730x2931414490001 I ii:71-59--2:11i___Lx-'9,4.6 [C] Fence Crosses—, yi r , Property Line - 912 CNI cP gpl cfs 0 01 co / CNJ co co Existing Building 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. There is an apparent 0.02 foot gap between the two descriptions making up Parcel 2. Client council may wish to pursue this matter further to clear any ambiguity of said descriptions. [E3]. Fence crosses property line near the NW corner of Parcel 1. [C]. Fence crosses property line near the SW corner of Parcel 1. [D]. Bituminous trail and utilities cross through subject property without the benefit of an easement, as shown hereon along the easterly portion of Parcel 1. [E]. Bituminous trail, curb/street, and utilities cross through subject property without the benefit of an easement, as shown hereon along the easterly portion of Parcel 2. [F]. We have shown the location of a water main per record plans provided by the City of Mounds View that appears to cross the subject property without the benefit of an easement, as shown hereon along the northerly portion of Parcel 1. ALTA CERTIFICATION To: Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, as to PARCEL 1; City of Mounds View, a Minnesota municipal corporation, as to PARCEL 2; Iv1W1= Properties LLC; and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, :3, 4, 6(a), 7(a), 8, 9, 13, 16, 17, and 18 of Table A thereof. The fieldwork was completed on 7-20-2021. Minnesota License No. 44565 CO OCi R CO Civil Engineering • Surveying Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 612-615-0060 • >11 MEMINI 4943 and 4889 Old Highway 8, Mounds View, Ramsey County, Minesota 55112 MWF Properties 0 0 -J CO I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE '7-28-2021 LICENSE NO. 44565 QA/QC FIELD CRIEW DT DRAWN BY CJ REVIEWED BY RS UPDATED BY 14111\\1 VICINITY MAP SITE 120, REVISION SUMMARY DATE DESCRIPTION 8-26-21 PROJECT NO.: 2.1186 ALTA/NSPS LAND TITLE SURVEY V1.0 ©COIPYRIGHT 2021 CIVIL SITE GROUP INC. w a) 0 892.84 ?NJ f\1 0 6 CBR X 'P 0 'I'C-- In 886.04 Sw JJ0-'3 «j 8b>� Inv=885.94 NE Inv=885.59 NW/SE \ Uc/A9, & 'Bel, �68 g1 '� /.v 70 g90.0,2 L/i g911 II NV= _ I �,.c. cb �' ,_, 69 -06 i� ''.9 L• 889.33 J _ s (� �64 I • A ellix T A cP �09 ,‘'::,- 111 � Rim=890.22 212.74 i N w 1-1 N N v 4- 0 0 C J r / — E Line of the NE 1/4 / of Sec. 17, Twp. 30, Rng. 23 •� f LJ I a) Z I 9) 1 0 O �� M 0 N C 7 O a) •c it .N 3 O H N Li1-1 Ln U (/) Ln o i�[E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 // B9a93 X \ // AP // / 890 98 >< of way Un u\tip\e D°cs • I f--- of pia Nwy • 8 peal Lg1.5� • ' • )a I 1[ �S 042. -) 9 55 ,0010 % LL / *Fie i,-5 .-- , _,,--''''------- --------- ( 0\------- 1-u 03 21g 00) TN I a - j i ' a9 'll 4) 0,1 co n N Vitf�N o 55 Ia)inLj rn /:. 4) 892.4 .r ✓ O— e9 iT ^ ..�■ w93 p �nnF %� 1106 X t- CO s loos' `'- Ail l 1007'�L 1 -C.L DEESCRIPTION OF PROPERTY SURVEYED PARCEL 1: 1004 Fence. on G Property Line 2y,K Shed PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace A strip of land 130 feet wide measured at right angles southwesterly of and adjacent to, a line running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the Northeast Quarter of said Section 17, and 250 feet frorn the east line of said Section 17, and measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132..92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504..33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.7E3 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast comer thereof, to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8„ excepting therefrom all that part lying in the South .175 feet of said North Half, and also excepting therefrom all that part of the Northeasterly 130 feet measured at right angles to said right-of-wayline, lying south of the North 75 feet of said North Half. [Abstract Property] / r 1 L — 495.00 897,29 X 096�a c ° 25 51„2$ 96 (pesco26`05 =695625• c-B9602 96. -73 X I 89829 x CBR Rim=697.54 Inv=891.54 E Inv=887.44 NW/SE \ owoo1 494 Old Hi Fxisting Building PARCEL 2: _898 5695 W Line of the IE 51.6.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 X sg05a GU=898A 09 E 00°36 age 66 56861 v 1 w Z M Na) N c o o w ti z 0H _c Y O v 0 C In cn o 1 0 Lri Co M ▪ N r n Ln Ln O 0 co co I I U Ln 0 0 /)-NE Corner of the SE 1/4 of the NE 1/4 \ and the SE Corner of the NIE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 w z a) L 0 00 Chi Lri P.O.B. Parcel 2 (Torrens Portion)___ X 90170 69,9 of°23`42"w' 3.69 - C)� n (Des< 02,, 5— 6=15, RCP 7 .5680 Shed 894 ea 89484 i gp068 X 907i\ 900 -r - Bo [lifw.x 10. Sanitary • 5657 566 i(3-6-fic 565152 That part of the East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota„ described as follows: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89°57'36" West, along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42" West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.7:3 feet; thence South 89°57'36" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Quarter of the Northeast Quarter; thence South 00°36'26" East, along said west line, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. [Torrens Property - Certificate of Title No. 382214] That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. [Abstract Property] GENERAL SURVEY NOTES 1. Bearings are based on the Ramsey County Coordinate System (1986 Adjustment). 2. Elevations are based on the NGVD .29 Datum. Site Benchmark is the top nut of the fire hydrant located on the west side of Old Highway 8 approximately 60 feet easterly of the southeast corner of subject property. Elevation = 910.46. 3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate source:s. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. 4. We have shown the location of a wetland and erosional gully hereon per a delineation by Stantec, provided to us by the client. 5639 _W— ` 1C=901.66 I 90192 • E F G - -- OH — - -- T w — 0 0- 4 � I IIIII 90274 X 70.90Si 68 90 bx 1-1 96 ce zz ALTA/NSPS LAND TITLE SURVEY NOTES (numbered per Table A) 889 / II Line IPrope 89(184 Linetype & Symbol Legend ELECTRIC LINE ELECTRIC LINE (RECORD) FIBER/COMM. L:[NE FIBER/COMM. L:[NE (RECORD) GASMAIN GASMAIN (RECORD) OVERHEAD UTILITIES SANITARY SEWER SANITARY SEWER (RECORD) STORM SEWER STORM SEWER (RECORD) TELEPHONE LINE TELEPHONE LINE (RECORD) WATERMAINI WATERMAINI (RECORD) CHAINLINK FENCELINE WOODEN FEENCELINIE GUARDRAIL CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE Oo) • I1 H` n I( ���citih �ar�esi vPv�b��\c RI`�) AIR CONDITIONER CABLE TV BOX ELEC:TR1[C MANHOLE ELEC:TR1[C TRANSFORMER ELECTRICAL METER FIBER/C:OMM. MANHOLE POWER POLE GUY WARE GAS METER GAS MANHOLE GAS VALVE ROOF DRAIN SEWER CLEAN OUT SANITARY MANHOLE STORM MANHOLE CATCH BASIN FLARED END SECTION TELEPHONE BOX TELEPHONE MANHOLE TRAIFFIC SIGNAL HYDRANT FIRE CONNECTION POST INDICATOR VALVE WATER MANHOLE WATER VALVE WELL 1-35\1\1 �^ ��PN( gp5 c'3 X ` ,� 9,9,63 X 90`� \N ,, g03.57 X 904 _ W� L % 02g3 ,W� C�1=9p411 �—�/g581' (C,cn� 63/� ,1N�- Z 3$"\I I 9g,1�� /' N13°2 [D] Bit. Trail and Utilities 1 JCS 1o5p3 Cross Through Parcel 1 \ ��\ �. iz SB UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLAG POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE DECIDUOUS TREE SOIL BORING • FOUND IRON MONUMENT O SET IRON MONUMENT 00 CAST IRON MONUMENT c RlwlL.\doh lPC)Ub\\ 90725 X sot, a0 X 9�1D 9os �� / FzCPg� IOC;�C�g 64 ,9pa96 C 40 20 _ 0 20 40 80 mmm SCALE IN FEET �1 .� Xg�O� GpI - 908 -IA' - _ �� 09 'gp65'L 9i07 84 X / gp871� p69 005 '19 �`pt� ,.n'153 q0a 12 1� 000 G7 —G G / 907O�� F �0 g0 �) 3 E o j;9 GN 909 x �/ 26 g06 66a ` 909.16 /1 906 g0., t � 9 �� 9 • �� 0 ga150/ 451.62 X 910 ea -- C).1' of Sec. 17, Twp. 30, Rng. 23 907 66 01 (AWA /j/22 O�ON S0, ON • sgl 11i 900\N/ i ,9 903 N. — 5545 5542 5546 N. lit5 N 69486 C circente r of at Eros imam -C.L Fence W of Property Line 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 4943 & 4889 Old Highway 8, Mounds View, MN 551.12. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. :27123C:0004G, effective date of June 4, 2010. 4. The Gross land area is 172,829 +/- square feet or 3.968 +/- acres. 6. The current Zoning for the subject property has not been provided to us. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 7. No buildings were observed on subject property while conducting the fieldwork. 8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. There were no 'parking stripes observed on the subject property while conducting the fieldwork. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Ramsey C:ounty Interactive Property Map website. 16. Evidence of recent earth moving work, building construction, or building additions was not observed in the process of conducting the fieldwork. 17. We are unaware of any proposed changes in street right of way lines. Evidence of recent street or sidewalk construction or repairs was not observed in the process of conducting the fieldwork. 18. We are unaware of any plottable offsite easements or servitudes. 1001 4889 Old Hi X 91173 hway 8 3140003 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator csi 5461 911 12.05 :(3‹. x 44. :\\,. a 40 -5 972,4t 94, 5459 SURVEY REPORT 1. This map and report was prepared with the benefit cif a Commitment for Title Insurance issued by First American Title Insurance Company, File No. NCS-1072420-MPLS, dated May 27, 2021. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s, 1-8, 10, 12 and 13 are not survey related. b. The following are numbered per the referenced title Commitment: Public right of way for trunk highway purposes as established and maintained on the date hereof, including but not limited to the portions of said right of way described in the following documents, together with any rights of access control or restrictions set forth therein: a.) Final Certificate, dated July 10, 1929, recorded August 26, 1929, as Document No. 784903 in Book 865 Page 63; b.) Final Certificate, dated December 3, 1953, recorded February 1954, as Document no. 1326463 in Book 1,440 Page 451; c.) Partial Final Certificate, dated March 31, 1966, recorded April 1, 1966, as Document No. 1672788 in Book 2018 Page 198; d.) Quit Claim Deed, dated July 2;7, 1972, recorded September 27', 1972, as Document No. 1837801 in Book 2365 Page 674; and e.) Final Certificate, dated October 19, 1973, recorded November 21, 1973, as Document No. 1871941 in Book 2439 Page 451. (Parcel 1 and Parcel 2) Right of way of Old Highway 8, as shown hereon along the easterly portion of subject property. [11]. Sanitary Sewer Easement in favor of the City of Mounds View, as set forth in the instrument filed of record in Book 2068 of Ramsey County Records, page 770, and shown by recital on the certificate of title. (Parcel 2) /0 foot by .10 foot Sanitary Sewer Easement as shown hereon at the southwest corner of Parcel 2. 013 10 43116 zqol cLcv CBR Inv=902.35 75 X 9 1 4 6\0 \ ieN.9918l\ 11X:;\\,\111,6,../ \Iti\-4; .914 \\ yX rbcil 9142: 1.730x2931414490001 I ii:71-59--2:11i___Lx-'9,4.6 [C] Fence Crosses—, yi r , Property Line - 912 CNI cP gpl cfs 0 01 co / CNJ co co Existing Building 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A]. There is an apparent 0.02 foot gap between the two descriptions making up Parcel 2. Client council may wish to pursue this matter further to clear any ambiguity of said descriptions. [E3]. Fence crosses property line near the NW corner of Parcel 1. [C]. Fence crosses property line near the SW corner of Parcel 1. [D]. Bituminous trail and utilities cross through subject property without the benefit of an easement, as shown hereon along the easterly portion of Parcel 1. [E]. Bituminous trail, curb/street, and utilities cross through subject property without the benefit of an easement, as shown hereon along the easterly portion of Parcel 2. [F]. We have shown the location of a water main per record plans provided by the City of Mounds View that appears to cross the subject property without the benefit of an easement, as shown hereon along the northerly portion of Parcel 1. ALTA CERTIFICATION To: Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, as to PARCEL 1; City of Mounds View, a Minnesota municipal corporation, as to PARCEL 2; Iv1W1= Properties LLC; and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, :3, 4, 6(a), 7(a), 8, 9, 13, 16, 17, and 18 of Table A thereof. The fieldwork was completed on 7-20-2021. Minnesota License No. 44565 CO OCi R CO Civil Engineering • Surveying Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 612-615-0060 • >11 MEMINI 4943 and 4889 Old Highway 8, Mounds View, Ramsey County, Minesota 55112 MWF Properties 0 0 -J CO I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE '7-28-2021 LICENSE NO. 44565 QA/QC FIELD CRIEW DT DRAWN BY CJ REVIEWED BY RS UPDATED BY 14111\\1 VICINITY MAP SITE 120, REVISION SUMMARY DATE DESCRIPTION 8-26-21 PROJECT NO.: 2.1186 ALTA/NSPS LAND TITLE SURVEY V1.0 ©COIPYRIGHT 2021 CIVIL SITE GROUP INC. rsi o LLI cu w c o Lo M O O Lf1 N X 9°1001 0 71- M • N W • O Z LL v ir1 - o a, rn ▪ o a _• � w W O Z • v u c-a) J + (n Z O O / > 892.84 N O N �91s �o• CBR X Rim=891.44 Inv=886.04 SW ---, w Inv=885.94 NE d Inv=885.59 NW/SE co C4._ 891� CGC 899?, �G 8 •lq c&c 8� e9g4, CG �Bi Q'(/e906 w LL • STMH Rim=890.22 0 o91 �a�yr , 1, ( i INV= i i . `9 1 ���� 212.74 ri W • Z v w t y O w M - O N CU LL Cr 0 • cc N W N Z O • O N � Z } a IOF- o �▪ � 6)tr.) u J � � (n () O 7 _ [E Bit. Trail, Curb/Street/Utilities Cross Through Patti RUCTI N LI g9493 X \� c I i / 893.98 t _F wa`i `1MU\t1p\e Di ---_ (,91 a Nw17v+ ; �'P�W 141 50 o•15o4255 �� 10b4 1006 72� / 10 Mr .889.33 1 ---C.L Fence on Property Line REMOVAL NOTES: Shed PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace PROPERTY LINE c 1 7 SSO 17302340004 94.27 4948 Old Hi way 8/ Buildi 898.29 x of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 CO P.O.B. Parcel 2 (Torrens Portion) 09:13,14:2;2).13.2" G 001G 00 894.84 x 892.28 X 5657 1010 co (Desc.= S89°57'36"W) 5639 • 0 tri CO S89°57'22"W Ire 7+10 • 6• 93,84 00 00 II ed by Oth CO 89 ProptyiLine =T- 6,9406. o\ -vs 896.66 ss 105. b Ina/ 5591 5605 Fence W of Property Line r 5574, 90 1-3s\N1 • CO • • ef -51 43 • rN 1 's--------\ ' ----":1'1' '‘,,,___. IRCni87:=9 0 2 . 3 5 90/6.05 77 o cri 7 1- CO - -5.-9:77/71 I ::::::<1:c)79\ '--- -- 21 \ /:: __.9 721-i 11:-11__/X_:le:,,;<i_:.s.:-9:,7:>,p?<ci,;1>./crl/1-:\:<71\f\V:1‘)(:::/X9//\i--'x49f1/_\279N°11:59., \.\191581,6„.21:._,i',6:::X-52X\-:/r91:4_\.7X-1:199:11_41.962-1:-:'32::: \\112\1\1\illrxi.:1;:i --; X/,i1-9\1--1--\./5_1--_-1,1:=7::_911\ -1:::‘,_\-:11,4, 71117X7:17-1111:1111:°11:':715- iiiiiii'''''-;;I:14:4-:131-111\-11:\\I-\11\11\1:1\-\P\-1:1'11:1 lit.,,,., .,.,,,. ,_.„..„ •1 ;........,,, .0,47,-urolie,,,:r ,:_x 9910.46 1-_---_---- -:,,,,,,IN___ --"i< -----\\\: \11:::::\--12----9-15. \____:_525_377_=-.z9°56:_-\ -:-7_::::22711/-‘VA:./i4 \:::\ -///1:1//9\1)- \--4 '3-.P7 4. :: 1:1111 \i:(1):111111'2;;,?_r_f 4:11111><IWCP::: I i$,Itil 1 col 4889 Old Highway 8 oi _ _,,,,x7 _ 9:::::117,.\\::f:<\ix\\:::\:::C:lx:::/5:\::____x\::P:::::,\\\x\::;:::::____T:9,_N,.\g_;\\l,_\\\\x\l\,:t\\ \_\ \-\ \ ,5j:11\111:1 -721:\:,::\T.:'\/\----\\ \,:\ ,,,..., \ \ x (:),..:,.; _ ___/ _ i_52,72),_\ \:\,,,,,,,. :1.51:2., .b.,,, \\ \ __\:..\\ \i".19€'29%.: ,3.‘n2e151 1 \ 1) \ \ ''\le\ N i \ „ ° 912.0, ---/ ' 7:-- ' 7 - ---‘x3;?\s / :6: \ / 2)1\1: 1::\/\-----;C:\ '')1.:21-\\1,17_:::::17:12\ --=-7:9117::____A92161.57_-:5''''s7:7 I ___-- - - \ xp,\ 0 \ \ _92648 9 • N s„..-- „,„ • i N ,,4), •c316,7:,,. ,,______I \ Z---:-=-----E:-----":"--'-----.---- ---------X--97:k61 5459 902.43 09 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR 15. UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 17. 16. 5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 18. 6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF -SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS' 19. 7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 8. EXISTING ON -SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CITY OF MOUNDS VIEW REMOVAL NOTES: 1. PAVEMENT REMOVALS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RECTANGULAR IN SHAPE, SAW CUT PLUMB, AND IF IT ENTERS THE DRIVING LANE, SHALL BE EXTENDED TO THE CENTERLINE AS A MINIMUM. IF IT EXTENDS PAST THE CENTERLINE, THE PATCH SHALL BE FULL WIDTH (SEE "CITY OF MOUNDS VIEW RULES AND REGULATIONS FOR EXCAVATION AND OBSTRUCTION PERMITS" FOR MORE INFORMATION). EROSION CONTROL NOTES: SHEET NOTES: SEE ENLARGEMENTS ON SHEETS C1.1- C1.2 cn 1000 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator EXTEND FENCE 25' BEYOND DRIPLINE WHERE POSSIBLE X 911.39 Property Line PROPERTY:: x-11- oi cci Lch cd cP DL DRIPLINE WIDTH Existing Building REMOVALS LEGEND: GU= TC=9 TREE DRIPLINE, OR CONSTRUCTION LIMITS TREE PROTECTION SIGN, TYP. POSTS AND FENCING FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI -TREE PROTECTION AREA. TREE PROTECTION 1125 - EX. 1' CONTOUR ELEVATION INTERVAL • REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS CD Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF onmat,e_ David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN - OVERALL SITE C 1 . 0 Know what's below. Call before you dig. 0 COPYRIGHT2021 CIVIL SITE GROUP INC. c 3�"' o l �" 0 co X 71- M N w • 61 Z v Ln _C 0 O, }ro A71- o a 711 CO _C w w .-1 o z C 9) a) J } 4- Z o o \JJ CBR Rim=891.44 Inv=886.04 SW -- Inv=885.94 NE J Inv=885.59 NW/SE JJ 897 �e9 2 • / 2 / /\\\\CGTC\8947-�� - l moo: ro\ /°' __ STMH Rim=890.22 - 69 to\ 9q 36 / '(C. 6 \ 891 co oG- N O N0 o co \ 6 892 9 892 \ 1 � INV= ' 889.33 �O co 69 Nos /9 / / / 212.74 / [E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 893.98 X- R1ght of W ye M�tvp\e pots �afpidHwy 8aP \\\\ „W\�41 •50 N15° 41� \ \ G/G 892.47X 100 5720 \ /1 5 / 11 // / C.L Fence on Property Line 2 893.37 g9495 X 4 g94 ti ro PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace uJ v Z y0 -W rn O N vice w N Z O ,--I M N Z_C C- w 3 v o +, a-' 0) N 4- CD 1-1 L1 C a., N w cn cn 0 GM `pest•, CgisitTRUCTION LIMITS / / GN 12 - w N N l0 N Ln Ln o a) co ilL41 ■ • G1i=895.62 5 E 1 PROPERTY LINE X 69600 N15°25,51"Wi 6'osoe 84.2E 515°2 5S. 897.29 X >-- 865 u_896.7 CBR \ \ Rim=897.54 Inv=891.54 E 898.29 x 898 Inv=887.44 NW/SE / g97 25 I Tc F / G 9• 'tom --°/c ' i /G/G �G%G - 896 - - EXISTING VEGETATION, %G ▪ J �� W/IN CONSTRUCTION • • ��� LIMITS /r /,' �� f��RC L 2/ l.L ■ 8g5 893.83 U cr / Tc_as817 - G_- - 893.56 X 896 54 P.O.B. Parcel 2 (Torrens Portion) (99 9 (pest.= 1`109°23 W) - \ \ GU=699- « 44 18„ RCP G_u--I-' G - I -9 -______ • GIG Y / Y G' --\\- O��� / ---- CLEAR AND GRUB ALL \ / ■ :4.2REMOVE EXISTING TREID 130231164 94 Old Highway 8 < AND ROOT BALL, TI P. [Pi 0.02' Gap Between Parcel 2 Descriptions ■ ■ ■ ■ ■ ■ ■ 5706 ♦♦•,■•--•'` ■ ■ ■ 703 ♦•• ■ it • >LA.65 05` 569 (l esc.= S00°36'26"E) S00°36'29" W Line of the E 516.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 ,4 I. 0) co r I X 892.22 I/ 0 a; X 682.2 1 • ♦ 893.45 ■ ■ • ♦ •• 56 ♦ c_a9s.47 X895 - _ \ -a,6'� _ X N 894 _-. \ - - INV= --L--- 888.36 ' , \ .� \ ---- • \ X 892.7, **. 0 Co • 5683 i ;'5 2 1 v1 ♦I_� 44 ;♦oat u - i 1 ♦ ■♦♦ im00 •, , I•p t� :894 37 ■ ♦ri • • 0. 1.61 ! .I ICI EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. 894,68 894.84 x i gp0 8 X 900 90 X 901.70 w = _ Y _W I « - .22.-.""'''''''.2\\;-':'44- I `\ 190192 \ F yF F > \ / C-901.66 / / / / F REPLACE CASTING, SEE UTILITY PLAN SAWCUT AND REMOVE EXISTING ASPHALT \ TRAIL. REMOVE EXISTING CURB AND GUTTER TYP. G" -9 7 .1G-9°2. /1 /�F 902.94 -or 903.03 a C� G3 O M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 �O 0.0-\\ ° G '� � .Irt.,.`�N y""- `.'••E�I ��-i�NY `\1111 /� z0, /� P�VNN� €S-TO BE REL_QC c G_ / -� / CQORDINATE W/ kfi#�1TY COXMPAN , \\ -�•- 7-,� G_G 9 G G \ 7111-1-1-1-1;j11-11:1\:-\\1\: �_J -_ I 9 /_ '/// 6961� TY \ \'1 G _I----- _��-� Ri h f Way Multiprle le pocsi,���,////�\\, \ / \ \\ / \ _ _ s T \ 896 / N --- /--- 8 N. - / 9y39 \ / / [11] 10' •�0' Sanitary ______--------____________Ti 893 Sewer Easement -- --per Book 2068 rg. 770 - 1 N N-- 5660 5657 r % 5839 5E42- Ln 903.57 X _w - �� TC>903 58 9038 \ 90 i 75 > y - 89S ,040"itrariv 892 r apt 1111/4 by others) alti* \ 5631 5622 :///// ___[131nce Crosise/s ProperbkLine REMOVALS LEGEND: • cV 55 896.66 C.L Fence W of Property Lin 1125 _//= • EX. 1' CONTOUR ELEVATION INTERVAL REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS Know what's below. Call before you dig. IN•N‘ si3 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Pz-J 69 k-g-L David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN - NORTH AREA ENLARGEMENT C 1 . 1 0 COPYRIGHT2021 CIVIL SITE GROUP INC. O\O 98 56620 N 56 894.86 ss N0 N..0N0 Py 903?1 i( — �\ , , -3 5vv 1 �.01 cRI`N)(,�0-\var\es) LP, Pub\� / / / �ll�`a�b�ar\esl lP P�b��� I REMOVE RETAINING WALL AND BASE, TYP. 9p6 906 4. REMOVE EXISTING CURBS W = -0$' ANp PUTTER TYP. 905 904. 904 / 5.6� 1p p„ �n=5121° 92 S_ _ 5545 5546 5547 EXISTING ASPHALT FRO,:_AMAGE, TYP Lo \ — _,/ / 894 ___ __:66 `x\ \ \ \ \ \ \ \ : \ \\ \\ \ \ co I 564 _C.L Fence W of Property Line r 5574 / 5567 03 5572 /5561 1074o 741, is *A 9 1002 / [D] Bit. Trailnd Utilities Cross Throuph Parcel 1 906.77 x Lo to REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. 907.25 X 2,7 10 Lo L I 0 1000 Pit): 173023140003 4889 Old Highway 8 5551 5549 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator 910.46 vc0 Lcdo‘,' X 911.73 972 --: / / / / / / / 911 • 451-62 o REMOVE EXISTING PAVEMENT AND BASE MATERIAL, TYP. SAWCUT AND REMOVE EXISTING ASPIALT TRAIL CLEAR AND GRUB ALL EXISTING VEGETATION W/IN CONSTRUCTION LIMITS REMOVE EXISTING TREE AND ROOT BALL, TYP. 7 to 0) X 911.39 -H 5460 5461 X 914.18 914.01 [C] Fence Crosses Property Line PROPERTY LINE X 910 911.98 5439 CBR Rim =907.05 Inv=901.75 SW SAWCUT AND REMOVE EXISTING ASPHALT TRAIL 0,7 / / ILBIAIJISJIL• Milli WAX goo goo 7 9 / PID: 173023140001 4889 Old Highway 8 C.L Fence Ef Property Line CBR 909,00 • CO co oo o 0. REil\AOVALS LEGEND: co ai on CO cd cd ,901 43-1 X X cci 03 00 GU=908.69 X soo o X 907 - 'REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. ____----------- 9°9 REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. Know what's below. Call before you dig. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS il 0 CD 117 Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 (i) 0 u_ 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 0. 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Pk—g-L David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN - SOUTH AREA ENLARGEMENT C1.2 0 COPYRIGHT2021 CIVIL SITE GROUP INC. N15°42'55"W 147.50S15°26'05"E 84.28N09°23'56"W 203.69S12°07'39"E 645.30S89°55'23"W 250.67N05°18'42"W 633.83N89°57'22"E 42.63S00°36'29"E 424.28S89°57'22"W40.00 250.00 S89°57'22"W 385.00 132.92 132.94 N Line of the SE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23558.78 S89°55'23"W 504.3355.10S25°27'29"WS11°33'22"E 180.16S11°33'22"E 95.84105.67Δ=5°00'00"R=1210.9224.70N73°26'38"EPARCEL 1PARCEL 2W Line of the E 516.12 Feetof the NE 1/4 of the NE 1/4of Sec. 17, Twp. 30, Rng. 23N Line of the S 175 Feet of theN 1/2 of the SE 1/4 of the NE 1/4of Sec. 17, Twp. 30, Rng. 23(Desc.= S89°57'36"W)(Desc.= N09°23'42"W)(Desc.= N15°25'51"W)96.73N89°57'22"E75.26(Desc.=N89°57'36"W75.28)294.26(Desc.= S00°36'26"E)131.15[11] 10' x 10' SanitarySewer Easementper Book 2068, Pg. 770[9] Right of Way Lineof Old Hwy. 8 per Multiple Docs.P.O.B. Parcel 2 (Torrens Portion)N Line of the S 495 Feetof the NE 1/4 of the NE 1/4of Sec. 17, Twp. 30, Rng. 23 S Line of the N 212.74 Feet of theS 495 Feet of the NE 1/4 of the NE 1/4of Sec. 17, Twp. 30, Rng. 23[9] Right of Way Lineof Old Hwy. 8 per Multiple Docs.[9] Right of Way Lineof Old Hwy. 8 per Multiple Docs.451.6258.05OLD HIGHWAY 8[A] 0.02' Gap BetweenParcel 2 DescriptionsNO BUILDINGSPID: 1730231400082159 Mustang DriveOwner: Bauer Welding Metal FabricatorPID: 1730231200025001 Old Highway 8Owner: Towns Edge TerracePID: 1730231100044943 Old Highway 8PID: 1730231400034889 Old Highway 8PID: 1730231400024889 Old Highway 8PID: 1730231400014889 Old Highway 8Existing BuildingExisting Building[B] Fence CrossesProperty Line(COUNTY ROAD NO. 77)(A Publ ic R/W)(W idth Var ies)ShedShed[C] Fence CrossesProperty Line[E] Bit. Trail, Curb/Street/UtilitiesCross Through Parcel 2[D] Bit. Trail and UtilitiesCross Through Parcel 115" RCP24" RCP 15" RCP24" RCP15" RCP18" RCP18" RCP18" RCP18" RCPU.S. HWY 10/ I-35W(A Public R/W)(Width Varies)8" W.M. (Per Rec.)[F] 8" W.M. (Per Rec.) 8" San. (Per Rec.) S Line of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 C.L Fence W of Property LineC.L Fence E of Property LineC.L Fence on Property LineWetland(Located by Others)Center of Erosional Gully(Located by Others)CONSTRUCTION LIMITSCONSTRUCTION LIMITSPROPERTY LINEPROPERTY LINEREMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cTHE VILLAS OF MOUNDS VIEW 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 MWF PROPERTIES PROJECT P R E L IM I N A R Y : N O T F O R C O N S T R U C T I O NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21186............10/04/21CITY SUBMITTALDRAWN BY:REVIEWED BY:WMB, BJ, DKDK..............202148776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/04/2101" = 40'-0"40'-0"20'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.3TREE PRESERVATIONPLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.TREE PRESERVATION, REMOVALS AND REPLACEMENT SCHEDULE: 0 0 In N CBR Rim=891.44 Inv=886.04 SW Inv=885.94 NE Inv=885.59 NW/SE GU c897 2-697: cL 89 8p�8 STMH Rim=890.22 892.84 O O INV= i 889.33 212.74 [E Bit. Trail, Curb/Street/Utilities Cross Through ParLs0 RUCTI N Li Sg493 X I 893.98 of Way One D°cs ---_ of o a Nwy ; 55�eW N15° 42 4 g95/ LL 70089 � / LL/6.3%G� X PROPERTY LINE ITS N F I g 898.29 x v X S 0 „thi V V 203 69 O 89729 R• Bm=897.54 ......"".•';_8 X Inv=891.54E - y0 \ Q Inv=887.44 NW/SE v �� 18° R $ 6 CP X 9 ".1n 0 - GU=898.08 150 26 05..6 `. 897.5 [Ik] 0.02' Gap Betv�ec Ptircel 2 Descriptions ' 4• 1006 .4 1. p 5706 5720'.�1001008 �� 5710 �5703 k� • �g --C.L Fence on Property Line ti15x Shed N �x• isting Buildinci N \ SITE LAYOUT NOTES: TC=898.9g. Zy S00°36'29"E ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. 10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. 12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 16. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. 17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. 19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. S89°57'22"W 385.00 GU=9p0_i t89-0 G 16 511 33 2 8 [9� Old 1-1Rigt1t.y 8 per\Multiple Docs• of Old Hwy. 8946 894.84 [11]10'x10'Sj Saillui.ig{-trnment per Book 2068, PP4 �D W 42 N rNi co N GO UI Ln iC 90166 901'4 902Q] Tr N S11°33 ? - 95g4 =T- 903.57 X ss C6R 9p293 Rim=6g663w,� --w-x'w �-3 `nI �0I esl S\N V Y� vacs Pub�1c RI`N)�W1dth l�W•�dtr�a\esl 6j 84 X • (P / \ JPc RI 907.25 X 9:8 99 `PQ M - V I1 �!7,7k7:27cate**6 n•'_Cent♦ \\(Located Erosyor dbyO \' 5631 , " 258 o ec) 1 m /1 fr--[B] Fence Crosses Property Line 5622 8902 ♦ 5612 89 406. w- w'_ LL w W � 4L/ C/9p458 04% --C.L Fence W of Property Line CITY OF MOUNDS VIEW SITE SPECIFIC NOTES: 1. CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE (763-717-4050). 2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER, LAND DISTURBANCE, AND GRADING. 3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE CONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THE ASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE HYDRANT, METER AND WATER CONSUMPTION. 4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717-4050). 5. STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763-717-4050). 6. FINAL CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED TO THE PUBLIC WORKS DIRECTOR AND A PRECONSTRUCTION CONFERENCE SHALL BE HELD BEFORE BEGINNING ANY SITE IMPROVEMENT WORK. SITE AREA TABLE: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON -PAVEMENTS EXISTING CONDITION 0 SF 0.0% 9,813 SF 5.7% 163,016 SF 94.3% PROPOSED CONDITION 29,720 SF 17.2% 59,074 SF 34.2% 84,035 SF 48.6% TOTAL SITE AREA 172,829 SF 100.0% 172,829 SF 100.0% IMPERVIOUS SURFACE EXISTING CONDITION PROPOSED CONDITION DIFFERENCE (EX. VS PROP.) 9,813 SF 88,794 SF 78,981 SF 5.7% 51.4% 45.7% OPERATIONAL NOTES: SNOW REMOVAL: ALL SNOW SHALL BE REMOVED TO LANDSAPE AREAS. TRASH REMOVAL: TRASH REMOVAL SHALL OCCUR: AT DESIGNATED PAD LOCATED OUTSIDE THE GARAGE. DELIVERIES: DELIVERIES SHALL OCCUR AT FRONT ENTRANCE. SHEET NOTES: w. 9 4o x - zwrn7' 3 , gp6 LL 9p5 55 X 9 5' p63 w- L< ' 9p551 a� oN� 05,92 [D] Bit. Trail a Cross NO BUILDINGS s Parcel 1 910.01 645 . PARCEL 1 N05°18'42"W 633.83 SEE ENLARGEMENTS ON SHEETS C2.1- C2.2 ico' X g06. X ‘,1‘; 9pg59 .. �N 'lQw. 0 �901 11)X CBR N Rim=907.05 N XInv=901.75 - `�w'Inv=899.05 /S 9\0 0 •_ F- X w'a ^^ 90� �. O w b ;b X 90�•Sk 52 "h' 18g �9p0� �t/�/t, •9p79/ i.... 0 / W GH 0 ro■ert Lin x 9p6' 2 X 9p. X9p.5h'W"" _mow GU g0� cc 9p618 Gj6 gp7 28 b�/ 9p16 :906 y' 66 s. X g0168 `-`1 Melt °f W aye One Doc of O\d Hwy • 8 p CONSTRUCTION LIMI PROPERTY LINE Existing Building 5438 5439 - C.L ence CBR -- Rim=906.05 Inv=902.35 Property Lin SITE PLAN LEGEND: 1 I • 30 2 901 M En S89°55'23"W 504 - 30 gp655 G�<gp3 • 9 of �/ 9p6�6 pVo rn 03 03 03 cn 03 TC=9 LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DEATIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, SEE DETAIL. PROPERTY LINE • • CONSTRUCTION LIMITS rEz; Know what's below. Cali before you dig. CURB AND GUTTER -SEE NOTES (T.0.) TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY CD Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 <<cs PROJECT 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0. 0 0. 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION SITE PLAN - OVERALL SITE C2.0 cOPYRIGHT2021 CIVIL SITE GROUP INC. • c ol1"3' 0 X CBR Rim=891.44 Inv=886.04 SW ---__ Inv=885.94 NE Inv=885.59 NW/SE �\B97 To, 2, a �6�8 91.7 9) 0 TQ°e a' 00 9 8g0 __STMH Rim=890.22 00, 9•\ �6 \9a INV= 889.33 5720 212.74 893.98 X `9, R19h vof •$ pe One p°cs. -__ ; _ of OVA N G/G 100 5 GM N15 q' 41. 6945jG/G G/G a0 X C.L Fence on Property Line 6 0 v G/G 'O 8g4.93 X G/G II i0 a) Lf1 )Xa o, Shed 09� W z X `Desc., CONSTRUCTION LIMITS GN 12 - W N N .D N Ln Lfj O co z i GH 0 -cam G ■ ■ ■ PROPERTY LINE ■ 703 500 Existing Building 7 897.29 X 898.29 X U I CBR Rim=897.54 Inv=891.54 E --- Inv=887.44 NW/SE 01\ q1 °� O `-_____--_- 2g ,� (Desc.= S00°36'26"E) S00°36'29"E 424.28 W Line of the E 516.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 00 5g1356 M P.O.B. Parcel 2 (Torrens Portion) p066 X (pesc.= N09°23' 421\W 6' W 2p3 69� — �� • C>900.60 N09°23 5� �`— GO-89� � 18" RCP — 89g i GU=898.08 .�F 89 899.a — INFILTRATION BASIN #1 294.21S GN 894 68 894.84 G 900 89 GM 91 Right of SperlMultiple pots• --= -`-- of Old WO. X. SITE PLAN LEGEND: co Ln y\ i q\ RECONSTRUCT TRAIL, MATCH EXISTING SECTION MATCH EXISTING, TYP. = W 902.01 al 48" BLACK VINYL COATED CHAIN LINK FENCE SECURE ENTRANCE 6' BENCH, COORDINATE W/ ARCH. FOR STYLE AND DETAILS TRASH RECEPTACLES, SEE ARCH. FOR DETAILS 8" San. (Per Rec.) CONCRETE WALK, TYP. GN G' GI+ si °1 33'2 E 95,84 Gtl 903.57 X CONC. PED RAMP PER MNDOT STANDARDS AT DRIVEWAY CROSSING g03 0 • O1 $ 1 F F I /J/� 1 II F�F -0 • too \\ \, \ \ \CONC. PA\ \ P4) RAMP, \ \ II•M ••••� Iwo , •• ••••.ar•�wetl ��,•• a:tr '(LocaatenddbyOthers)�_.,,/81• `` `�♦•N — _, I cc i s \ 5631 I •♦ 1•t \ /4• s / ♦ • V I I nJ \ �♦ ♦ ® ♦ 5622 1 • ♦' •• • •! Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 P '( X96. Center CLocatea f Erosional by Others) Gu C.L Fence W of Property Lin LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DEATIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, SEE DETAIL. PROPERTY LINE M M • CONSTRUCTION LIMITS CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY TYP. 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 N w w a 0 a 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ?z,Jeuk,aL David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION SITE PLAN - NORTH AREA ENLARGEMENT 2.1 Know what's below. Call before you dig. 0 COPYRIGHT2021 CIVIL SITE GROUP INC. 903.57 X MATCH EXISTING C&G, TYP. RECONSTRU JBA4 M7 cH EXISTING SECTION \CONC. PAVING FOR \ TRASH PAD PE'Q RAMP, TYP. C.L Fence W of Property Line 6' CONCRETE APRON CONCRETE STOOP, COORDINATE W/ ARCH. FUTURE DRIVEWAY EXTENSION. MODULAR BLOCK RETAINING WALL, SEE GRADING PLAN, TYP. COORDINATE WITH ARCH. FOR MATERIALS B612 CURB AND GUTTER, SEE DETAIL, TYP. 907.84 X X 910.46 MATCH EXISTING (2) ACCESS ISLE SIGNS, TYP. ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS RIDE SHARE SIGN AND SPACE 6' BENCH, COORDINATE W/ ARCH. FOR STYLE AND DETAILS, TYP. CONCRETE WALK, TYP. rn HEAVY DUTY BIT., TYP. � fff N05°18'42"W 633.83 RIBBON CURB, TYP. 2R0 PED RAMP SEE DETAILS, TYP. BIT. PVMT, TYP. ..-RECONSTRUCT TRAIL, MATCH EXISTING SECTION 90l 66 GV� MATCH EXISTING (4) BIK RACKS, EE AR FOR TYLE A D DETILS CBR Rim=907.05 Inv=901.75 SW Inv=899.05 N/S 901 g8c F/f F / f/ 431 9 C.L Fen E of Prop PROPOSED PROPERTY LINE, SEE PLAT --��� taiiiiiLIOJI MOAN s1100111w'ILMSs As_a sI W s11"11.111"alllaasse"10sai111awOW'IP TRASH RECEPTACLES, DETAILS,EE CH IMAM — PROPERTY LINE — CONSTRUCTION LIMITS CBR Rim=906.05 Inv=902.35 6' BENCH, COORDINATE — W/ ARCH. FOR STYLE AND DETAILS, TYP. SITE PLAN LE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DEATIL. HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE). SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONCRETE PAVEMENT (IF APPLICABLE) AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, SEE DETAIL. PROPERTY LINE CONSITTUCTION LIMITS CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY Know what's below. Call before you dig. G3 CAD M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. k,aL David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE 10/04/21 DESCRIPTION CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DESCRIPTION SITE PLAN - SOUTH AREA ENLARGEMENT C2.2 © COPYRIGHT2021 CIVIL SITE GROUP INC. cc O d- O m O O In N O N yam., pl c O 71-ri w Z t O O GGi c v- (n O N w 61 Z N Ln aL O rn O p _� w w O Z a. v u c-a) a-' (n ZOO ' > 89284 N O N 69 -o• CBR X Rim=891.44 Inv=886.04 SW -- Inv=885.94 NE d Inv=885.59 NW/SE co Cg91 °&049`97 J GG\ 890 6s 692 4 // o 9y 889.33_ Fence on Property Line 212.74 v 1-1 Z L Orn O N CU w Cr c ^'.'w c, w N Z O N .15 9)0E- 0 c J N v w Lfl rn CP 1n N V a) U) 0 7 [E Bit. Trail, Curb/Street/Utilities Cross Through Par�O RUCTIQN LI g9495 X( / 893.98 X _F w ay \-\n U\t1p� Docs ' (9� R\9 Nwy der 1 5O of N15° , 55t'�1 91- 61, __STMH Rim=890.22 GENERAL GRADING NOTES: $4` ti5 045 Shed PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace PROPERTY LINE X.° �15025' �Desco26,�5 E ITS 5 4 [ I 0 02 G:p P� ce 2 De.cri 897.29 X Z60-894 N 17 U I X g98 5 898.29 x c I CBR Rim=897.54 Inv=891.54 E Inv=887.44 NW/SE y, 180 RCP .etS9% .�9 17 GG�F�F Desc.= S00°3 00°36'29" P.O.B. Parcel 2 (Torrens Portion) X g9g 62 ✓p 8g °W) (De N09°0 °23'42 3� 56� 203 10=898. 98. 21 - 6"E)5695 APPR W Line of the E 12 Feet of the NE 1/4 of e EOF=893.50 of Sec. 17, Twp. 30, Rng. 23 894 6 894.84 x gp068 X 8 T 62 (Desc.= S89°57'36"W) 0 O In CO m S89°57'22"W X 901.70 \ \ = '2i w-� iC=90 901'4 90274 X =T- 5614 89406 C O\0 ss A �0 • esl V '� <�\dthvat\ Pub\\c RI`Nl P� N� � 63 X g04 \ -w' 57 << 903. X CgR 2,93 pA�,w= LC --C.L Fence W of Property Line .w' CW ,496 aC\es) 907.84 X Jb\G �I 907.25 X GRO.M,g9 -18- • `P P 9p, 1�v' w w_ 40 X �vy� /jy `906 w--' R�Pgo�. Y4 9� /jG' /F p5 5\ \N‘_.N:\9:2.,,,,,,\\ \,.00,\\ ism-- 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 4. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 6. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 7. GRADES OF WALKS SHALL BE INSTALLED WITH 5`)/0 MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 8. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 9. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 11. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 14. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 15. TOLERANCES THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN O. PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR DIRECTED OTHERWISE BY THE ENGINEER. 30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 BELOW THE REQUIRED ELEVATION, UNLESS 15.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. MAINTENANCE 16.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 16.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 16.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. CITY OF MOUNDS VIEW GRADING NOTES: 1. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. EROSION CONTROL NOTES: SHEET NOTES: SEE ENLARGEMENTS ON SHEETS C3.1- C3.2 Rim =907.05 pi Nvi 91(49 X ,..„, ;9:00 'P.,.0.,,,X6;\_ e ,,,,X-re-1(:)1- ''\ ---4\ - 9:4.73-- 1:1-\\\ ''. \ PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator -H 912.01 001 I CNI cn cn 11 y :111---liiiII:Nyzir."Dlyvh°4:111)1\-Ill\\\1\111\\\I!Liiii 11\l'i 'Sl://// -11 II oi CD od CO 901 / xox cd cd cd • CP 5434 ,912.33 xt A'N° r:>(_w;61 a Property Lin -910 Existing Building GRADING PLAN LEGEND: TC=9 1137 891.00 BS/TS 891.00 ME EOF=893.50 EX. 1' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS SPOT GRADE ELEVATION MATCH EXISTING GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW Know what's below. Call before you dig. CD Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT 0 u_ 0 (i) 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 LLJ 0. 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN - OVERALL SITE C3.0 0 COPYRIGHT2021 CIVIL SITE GROUP INC. • C r co X - - M N Vu w • 61 z� v !n o 71- 4- O a t 4- w .-1 O z • O C _c O J } 4- z o o \JJ 9 9 X CBR Rim=891.44 Inv=886.04 SW Inv=885.94 NE Inv=885.59 NW/SE 89 cLrc,� / N TC 2 N \ 9j a 0; LL STMH Rim=890.22 ra` LI- B LL 5.9O 8, JJ 891 892 84 9i N O o o co 892 \\� 9$ INV= I 889.33 5720 \ 5 212.74 [E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 893.98 X'- R1ght of W aye M�t�.P\e O°cs �a{ O\d Hwy • 8 P \ N „W�1,41 .5()N15° 4 C.L Fence on Property Line 893.37 w vZ y • N � -C 0 • O N w N Z ,- (1.)M N _C Z +.+ ✓ O a-' v N 4- LI • Ln l- �(f)O (pest COjsiSTRUCTION LIMITS g9493 X / / / I / II u▪ p M in N a) in �y/b o, Shed z PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace N G1i=895.62 \ \ sE 17 PROPERTY LINE X e96 N150 2. 550\1) 6\05„e $4.2$ 515°2 .02' ap B=twee 12 D 'scrip 'ions X94.65 Existing Building \ \ 897.29 X U=896.7 9? . 3023 4 -4 , • d Hig -w 894.82 x /I 89? N CBR \ N Rim=897.54 Inv=891.54 E 898.29 x 898 Inv=887.44 NW/SE / \ (f)esc.= S00°36'26"E) i I S00°36'29"E 424.28 W Line of the E 516.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 1 G _898 08 (pest.= P.O.B. Parcel 2 (Torrens Portion) 900 6a X 900 N09°234.�'W) 89 9 _90a.,5 .- is" RCP allanimire • �o� 1 I \ o \ I \N I cp \ \ \ \NF\� 8$ .00 \ - - - - - - I o \ I BOj, 8 0 N9 \ \ 100'YR HW�'11 X - \ g � - \ 87.9'F=� �87. \ 1\1 09 �0 q69 6913\ 99g 56'W 203.69�� GU=Bgg' N G_899.47 892.71 . - -MultiP1 11] 10' ewer Eas 5683 /� 894.} 8/ \\\/��// / / X APPROX. N\\ EOF=893.50, ,I 892.28 X / 894 68 894.84 x 1 1 1 1 GRADING PLAN LEGEND: 1 1 r 907 < X 901.70 \N\\ gp261 902 5\1 /ME gp2.40 G,N1� 901.89 ` C=g01.66 !�* wetly nd g9 SOcateq by Others OP BERM ) c4 i,s I_ ,„, 4: i \-- / v / \ ;I 9,0_8g228 Rec) / I' --R� >8:: _ 2 I \- 5OF BERM/ w 1 II; �.. .., / cNi yy' / AN / / 5622 ��O 1 Lf1 F.CI111/ e9 - I � /'I / _J__-_[ ]� nce Crosses 1 \* 8" San. (Per Rec.) \ 5631 \ X 888.7 7 889 - \ \ 889.84 / I /; PropertkLine ! \ 1137 41.26 891.00 G 891.00 TC 891.00 BS/TS 891.00 ME EX. 1' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS SPOT GRADE ELEVATION MATCH EXISTING GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 = TIP OUT) EMERGENCY OVERFLOW 84 072 Know what's below. Call before you dig. 90274 X a / 5- g03.0, • J 890.88 1 G26 99 X // 5612 /5614 0\9 = w _w= w-- 903 49_.• -74 • • • sit go GfIC C.L Fence W of Property Lin 2) / p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 0 0 -J 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 u_ 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. k,aL David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN - NORTH AREA ENLARGEMENT 3.1 EOF=893.50 0 COPYRIGHT2021 CIVIL SITE GROUP INC. OI Y "( Ytr v aC\es) vu ON,Pub\tc NZGN� P� $ C 903 pjG' 903 6I 9-993 6 3 C.L F ce W of Property Line ` \ III / g04 ��-*,IrII**, ,�� w�A�*�' 0 909 ME N05°18'42"W 631� ME o� �r - E M X 911.73 451.62 90B. g\C Ezecl \NM lQeCw, W, .w' 908 w' 8 /MtJ e .9°� 9p1 9 ----- 912.01 9136E M 1) 914.0 i 914.02 914 5E 911.66 X gp1 66 GV' X 914.73 X 914.60 X 910.63 [C] Fence Crosses Property Line X / / .w. / w-' 911.49 X g14•�E/ 52 9,V_901 7 7 by yP S 90" J / 911.53 ,\ , ...-- - - 9Q 4 ME -CONSTIRKTION LIMITS \ - PROPERTY LINE o�X `' 926.68 925.79 \\\ -- 927 _C.L Fg 9j3s7 912 33 G\)'gp6 g1 g1046907 U`. 8\c /ME PID: 173023140111 4889 Old Highway 8 910 908 g,p 63 X yw= • >9G4?4� LL (30 v aC\gsi L P gp6 p0 X g056 .� 8 �G�LL��- p6 30 LL 1G�9 CA / f / f Cross Through N N N N�\UILDINGS\\\ \ \ N 907.25 X 907 907.84 X G9 9p1 16 K<m'g91 1 4S 30 L� // 9 I / LL / / PID: 1730231/40002 / 4889 Old Highway 8 / / I \ I \ /I \ / \ / c 0' \ 1 A AI 3'2- \\ 1 \I A .. \ s \ \ \ 1 \ \ \I 1X cm \ \\ \\ �o \ \ \ I I I \ \ s \ n \ I I d2 9 \ \ \ 1\ \ \\� \ _ -/ A Xg•9.63 \ \ 1 \ \ \ \ Ir X I \ 1 1 I \ \ \\ \ I \ \ \ I \ \ \ I i 1 1 I 1 \ \ g03 g1� I \\ \ 1 I \ \ 1 -��1 \ 4 5$ \\ \ II \V AV \� �� Sw 55 V \ \ \ W I I I V A 6 I /, I \ .gg 059 g a : 2 23 1;:W III 9u51 + \ •4 \\ S 905•� 3140003 ghway 8 X 910.3 X 910.46 .21 912.20 / O/ P cLO/ A ' gp8 :59 X 64 GU/9p1 g3 B4 /ME, gg1 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator CBR Rim=907.05 Inv=901.75 SW - Inv=899.05 N/S GV�9p1 pJ 5438 5439 X g0 X 905.23 901 77 G�9 g01 77 ■ • ■ ■ LO ■ 16, X 906 05 EX \P CBR --Rim=906.05 Inv=902.35 / • 0 co CO zzz ii ['I30 I- 0 // // // // // od cn ,900 9p6 y5/ GJo LL _9p1 p1 9.5 .9.87 j•\ : blx/14),_/ _,____,Hij-- 3°://1-11'1:\ 11,,r/71,x31-1/iir: v6--,,,iilliORApINO PLA ' LEGEND• .91.0' CONTOUR ELEVATION INTERVAL .J, 7 x \ LINE UNLESS OTHERWISE NOTED) 7' 891.00 G-- "7' SPOT GRADE ELEVATION GUTTER - 911 907 S TO Know what's below. Call before you dig. SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS SPOT GRADE ELEVATION MATCH EXISTING GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 - TIP OUT) EMERGENCY OVERFLOW Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY 10/04/21 DESCRIPTION CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DESCRIPTION GRADING PLAN - SOUTH AREA ENLARGEMENT 0 COPYRIGHT2021 CIVIL SITE GROUP INC. v- C O ce O M /3 O CO CO o Inv=885.59 NW/SE \4,1 U) CUC�89�' B97Olq N y� pl C o -ri w a Z O a) U C•a) J 4- w (n M N r'I Lu °l Q)ZC a) Ln -o • o - a -C w w o Z (1) (1) C - a) J Y 4- Z O O 892.84 N 0 \ N �1 r,o CBR X Rim=891.44 Inv=886.04 SW w Inv=885.94 NE __STMH Rim=890.22 9q INV= i 889.33 212.74 1-1 w • Z CU o M ▪ O N CU Li_ Cr C • W N Z O • (1) � Z } 9)0E- 0 a) C J 5) a) U- Lfl cal (n N U a) (r) 0 945.5 7 CONSTRUCTION LI of t of Way 1MUlt1p\e°cs -- f O a NwY ; per 1�� •50 TC894 g0 N15° 42 4 g95% a9 / 4,>_ > N I z.0 15 M O n N o oNN rn 1411004 1006 � 0 CO 1008 z 571 or '64•9), PROPERTY LINE 6" 9' (Oesco2'0511E ITS 15 - U=:956 13 �.� g960296•j --C.L Fence on Property Line 9SX Shed \ \ PID: 173023120002 \ \ 5001 Old Highway 8 .xisting Buildinci Owner: Towns Edge Terrace \ \ \ \ \\\\\\ 17 CL U ' X 695.5 898.29 x Ce CBR 897.P9 Rim=897.54 Ln X Inv=891.54E P.O.B. Parcel 2 (Torrens Portion) X g99 62 N09°23'4 " 203.69 [pest. 9°23'S6 N� GU,899.03 „ RCP „W\ Inv-88744 NW/SE ` � 1• QQ �� 20 ----� GU=898.0 98. 2� • PID: 1730 0004---- 49 Id Highway 8 GENERAL UTILITY NOTES: (Desc.= S00°36 S00°36'29"E 6"E)5695 APPR W Line of the E 12 Feet of the NE 1/4 of e EOF=893.5O of Sec. 17, Twp. 30, Rng. 23 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE DIRECTION OF THE OWNER. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED. 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. (Desc.= S89°57'36"W) gp068 X GU=9p0_i S89°57'22"W 90274 X X 901.70 ,w- w ,w- =901 iC 90166 \\ 900.89 899.8- 16 5 3 2$ [9� Right of $ perlMultiple Docs• .L of Old HwY • 894 6 894.84 X 00 ' Property Line cu 001 U =T- S O\v 903.57 X . f ,wet/ana '' located by Oth�,� _ _� e 5631 5622 5614 69406. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. \ANI\r‘ '‘.° • ss (1.0oa Eros --C.L Fence W of Property Line 1-3s\N 449 NO BUILDINGS 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 26. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 27. FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS. CITY OF MOUNDS VIEW UTILITY NOTES: 1. CONTRACTOR TO PROVIDE A MINIMUM 24 HOUR NOTICE TO PUBLIC WORKS FOR ALL WORK RELATED TO OR AFFECTING MUNICIPAL INFRASTRUCTURE (763-717-4050). 2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS FROM PUBLIC WORKS (AS REQUIRED) PRIOR TO CONSTRUCTION: WATER/SEWER, LAND DISTURBANCE, AND GRADING. 3. USE OF MUNICIPAL WATER SUPPLY DURING CONSTRUCTION WILL BE ALLOWED FROM A HYDRANT DESIGNATED BY PUBLIC WORKS NEAR THE CONSTRUCTION SITE. THE CONTRACTOR SHALL OBTAIN A HYDRANT METER FROM PUBLIC WORKS TO RECORD WATER USAGE AND PAY THE ASSOCIATED DEPOSITS AND FEES FOR THE USE OF THE HYDRANT, METER AND WATER CONSUMPTION. 4. CONTRACTOR SHALL COORDINATE HAUL TRUCK ROUTES WITH PUBLIC WORKS PRIOR TO CONSTRUCTION (763-717-4050). 5. STREET CLOSURES/DETOURS SHALL BE APPROVED BY PUBLIC WORKS A MINIMUM OF 24 HOURS PRIOR TO BEING PLACED (763-717-4050). 6. PUBLIC WORKS TO OPERATE ALL WATER MAIN GATE VALVES. CONTRACTOR IS RESPONSIBLE TO NOTIFY AFFECTED PROPERTY OWNERS AT LEAST 24 HOURS IN ADVANCE OF WATER SUPPLY DISRUPTION. PUBLIC WORKS WILL PROVIDE A MAP OF AFFECTED PROPERTIES FOR CONTRACTOR'S USE. 7. CONNECTION TO EXISTING WATER MAIN AND SANITARY SEWER SHALL BE DONE UNDER SUPERVISION OF PUBLIC WORKS STAFF. CONTRACTOR SHALL COORDINATE THIS WORK AND PROVIDE A MINIMUM OF 48 HOURS NOTICE. OUTSIDE OF NORMAL WORKING HOURS WORK (7:00 AM - 3:00 PM) MAY RESULT IN ADDITIONAL STAFF TIME CHARGES. 8. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. SHEET NOTES: SEE ENLARGEMENTS ON SHEETS C4.1- C4.2 910.01 PID: 173023140002 4889 Old Highway 8 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator 44 SO‘SC( x CONSTRUCTION UMI PROPERTY LINE Existing Building 5438 5439 0 C N 90161. 088 Rim=906.05 Inv=902.35 ck, 16 S89°55'23"W 504 I 30 0 EXCEPTIO 03 rn 0 .52 Property Li UTILITY LEGEND: 01 cn Cn CO GU=908.62 CO 06 64 TC=9 CATCH BASIN MANHOLE GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT WATER MAIN SANITARY SEWER STORM SEWER FES AND RIP RAP a CD Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN - OVERALL SITE C4.0 Know what's below. Call before you dig. 0 COPYRIGHT2021 CIVIL SITE GROUP INC. c 4 ol 1" 31'" rn w X w M N Q)In61 Z� a) Y 0 O 6_ w w O Z 5) U LiC 5) J } 1n Z O O JJ X CBR Rim =891.44 Inv=886.04 SW - J Inv=885.94 NE J Inv=885.59 NW/SE • JJ __ STMH Rim=890.22 8g2. 84 N N o o INV= j 889.33 212.74 w v Z L, 4) 0 OCO N C 7 w N Z O • O Z O 3 ✓ o +, - 0) N o LL C N J � w (J) 1n O / [E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 893.98 X R1ght of W aye 1N\u\t1p\e pots • ,- oaf OVA Hwy • 8 P N151 5 C.L Fence on Property Line 41.50 g94.95 X ro II ZO M (1) Ln ._. �y> o, Shed 00 PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace `pest,, CON TRUCTITN LIMITS sE 17 PROPERTY LINE X O 896� 11502551"W1 6,05,, g4.2$ 51`'°2 i ■ '� ■ ■ ■ ■ ■ [Pi ▪ 0.02' Gap Between Parcel 2 Descriptions ■ ■ ■ ■ ■ ■ ■ ■ 5706 ■ ■ ■ ■ 703 Existing Building / 897.29 X CBR Rim=897.54 Inv=891.54 Inv=887.44 NW/SE - e CS1 • RIM=892.80 I E(W)=888.38 EX. IE(NE)=888.10 FIELD VERIFY 2)ZWEIR WALL=890.80 10" ORIFICE=888.50 PARCR2 LF 12" RCP STORM © 1.00% FES 11 PID: 173023110004 __IE=$8$'50 4943 Old Highw3ar_8.------ INSTALL MNDOT CLASS III RIP RAP (Desc.= S00°36'26"E) S00°36'29"E 424.28 W Line of the E 516.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 v 898.29 X a e to H P.O.B. Parcel 2 (Torrens Portion) gp0 68 X (pest. N09°23'42"W �� �0>soo,s NO9° � g99 p3 - « - -� GU= < F_ g99 i GU=89808 -F 89 893.56 APPROX. EOF=893.50 fr O GN a4 a+ 899.68 894.84 x or, 900,09 �� Right of $ perMultiplepots' of Old Hwy. 42 LF 12" SCH.40 STORM @ 9.83% GM [11] 10' x 10' Sanitary Sewer Easement per Book 2 Pg.Q' FES 6 IE=887.00 INSTALL MNDOT CLASS III RIP RAP SANMH RIM= 892.0 IE (S)=882.92 IE (W)=883.0 48 LF 8" VC SCH.40 SAN. SE V. @ 0.50% i 0 5652 5653 X. SANMH RIM=892.28 EX. I E=882.58 (FIELD VERIFY)-' PR. IE=882.68 CORE DRILL CONNECTION TO EX. MH PER CITY STANDARDS 56 < 0 LU Ln 8" San. (Per Rec.) X 901.70 RIM=896.00 4,54 • t 10.01014/444 PROVIDE FITTINGS AS NECESSARY IN WATER MAIN TO PROVIDE 18" BETWEEN WATER AND SANITARY co __[B] Fence Crosses / T Property Line 5622 • 9 155 LF 8" PVC SCH.40 UTILITY LEGEND: 0\9 102 LF 12" SCH.40 STORM © 4.00% • /44 • • • 5614 5612 Center of Erosiona/ Gu ;7- (Located by Others) CD F Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 0.0-\\ 0 STUB SAN ITAF BUILDING IE 896.66 • • • • Nis C.L Fence W of Property Lin (7411101 111041 CATCH BASIN MANHOLE GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT WATER MAIN SANITARY SEWER STORM SEWER FES AND RIP RAP D. WZHI 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 co 0 u_ 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. k,aL David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN - NORTH AREA ENLARGEMENT C4.1 Know what's below. Cal I before you dig. 0 COPYRIGHT2021 CIVIL SITE GROUP INC. C.L 903.57 X s-rup SANITARY TO 5' FROM BUIL ING IE @ STUB=889.00 COORD. W/MECH'L ence W of Property Line TRENCH DRAIN RI M=900.89 BOT=898.89 I E=896.39 59 LF 12" SCH.40 STORM @ 2.00% CBIV 4 RIM= 00.74 IE=8951 SUMP=892.21 INSTALL 8AFL AFFLE AKI,D HOOD NO BUILDINGS 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L STUB IE=898.89 14 LF 12" SCH.40 STORM @ 2.00% 68 LF 12" SCH.40 STORM @ 5.00% CBMH 3 RI M=903.27 IE=898.61 X 910.46 PID: 173023140002 4889 Old Highway 8 PID: 173023140003 4889 Old Highway 8 FIRE DEPARTMENT CONNECTION, COORD. W/MECH'L ,iVIAKE CONNECTION TO X9° EXISTING WATER SERVICE, COORD. WITH CITY. FIELD VERIFY W ' SERVICE SIZE TO ENSURE SERVICE IS ' LEAST 6" IN DIAMETER 4" GATE VALVE AND VALVE BOX ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, AND CONNECTIONS TO BE VERIFIED BY A MECHANICAL ENGINEER AND COORDINATED WITH CIVIL PRIOR TO CONSTRUCTION. 317 LF 12" SCH.40 IIWa a�aaa�'s saa�� W� a 1 AIJI ak a aaaMsa*O a.�a'� �; aka Yy Wag I N05°18'42"W 633.83 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator [C] Fence Crosses Property Line - PROPERTY LINE CBR Rim=907.05 Inv=901.75 SW ---- Inv=899.05 N/S - 6" GATE VALVE AND VALVE BOX 6" DIP FIRE SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L 4" DIP DOMESTIC SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L 12" BLDG STORM SERVICE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L STUB IE=906.67 86 LF 12" SCH.40 STORM @ 2.00% - CONSTRUCTION LIMITS CBMH 2 RIM=910.21 I E=904.95 CB 1 RIM=909.4 IE=905.79 PID: 173023140 4889 Old Highway 8 42 LF 12" SCH.40 STORM @ 2.00% C.L Fence E of Prop UTILIT`1"I_EGENC : Know what's below. Call before you dig. GU=907.8 CATCH BASIN MANHOLE GATE VALVE AND VALVE BOX PROPOSED FIRE HYDRANT WATER MAIN SANITARY SEWER STORM SEWER FES AND RIP RAP 1" = 20'-0" 20'-0" C� G3 Cam© M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY 10/04/21 DESCRIPTION CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DESCRIPTION UTILITY PLAN - SOUTH AREA ENLARGEMENT C4.2 © COPYRIGHT2021 CIVIL SITE GROUP INC. 01 0 rn co Gf 892. 84 N \ O N 89 9 J1S" N 0 CBR X `\ O Rim=891.44(1A . Inv8865.94 SW -- GO Inv=885.94 NE Inv=885.59 NW/SE •` .'� CU'89, eg,,? g97., O• Cc ' _ '� ' a Ego. INV= `� 0�' c 889.33 '---C.L Fence on Property Line ti5 �S 212.74 PROPERTY LINE CONSTRUCTION LI ITS g9493 X ` ht of e \MU\tp 5D cs. "3.98 X Way \e (9� R 9 Nwy 8 p w iq1 • of o\d o 42' 55' N15 a9 __STMH Rim=890.22 LANDSCAPE NOTES: 5026, n 5 023,5611W 898.29 x v X b95.5 g 0 n1 897.2g RBm=897.54 1VO9 �U_8 X Inv=891.54E -- �.- CP Inv=887.44 NW/SE \ v �� 18„1' GU=898.Oo Shed N Lc) X g9962 2B S00°36'29" QB 1. WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH. 2. ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 3. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 4. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 5. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 6. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 10. REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11. SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12. REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES. 13. PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14. CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. LANDSCAPE CALCULATIONS: 1-RB 8946 894.84 Landscaping Requirements Building Footprint (Square Feet) Site Perimeter (Linear Feet) Total Plants (Building Footprint) Total Plants (Site Perimeter) Total Replacement Plants (from tree preservation) One overstory deciduous shade tree for every 2,000 square feet of the total building footprint, 29,721 2,432 15 10 One coniferous tree for every 2,000 square feet of building or one coniferous tree for every 200 feet of site perimeter, whichever is greater, 29,721 2,432 15 12 One understory shrub for every 300 square feet of building or one shrub for every 30 feet of site perimeter, whichever is greater 29,721 2,432 99 81 One ornamental tree for every 2,000 square feet of building or one ornamental tree for every 200 feet of site perimeter, whichever is greater, 29,721 2,432 15 12 In the evernt a site plan layout does not have adequate space to accommodate plant quantities as required herein, such quantities per species can be reduced, provided that the total required height or caliper is maintained. The Community Development Director and City Forester must approve changes. S89°57'22"W 385.00 W 642 N N M CO N 1..11 90274 X X 9 01.7 0 =g01 =T- • y.,\ Ii ted by oth�,�, ee __3-__ 3-1 r j SMH=89258 lRec� :; RIm 2 ^v $' cI5622 I' N { fr--[B] Fence Crosses Property Line Nei 9 7 IRRIGATION NOTES: 89 406, S O\v 903.57 X G hs\ ss �3 �0I esl V `� 0 \dth v ar\ Pub\‘c RI`Nl \es) / tr \l a' 907.84 X � JIOG 1 VYI`� \ 907.25 X 3. • w" gp6 40 X 0 6 ""w \C ry"I `N P�9"w / Y S3 904.63 X w- �c 4 / /" gp55/F/ .�•'�� � 5 0.01 "w--� R=8g663"�9p5%</� "..""n"oni."21111141.1. 899 09 --C.L Fence W of Property Line ;, e 645.30 ‘, j0a N05°18'42"W 633.83 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 3. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS gp639 X G1• -H 9 A/ x 908. l?er e:ec • GU'gp7 g2S Ps) 6 TREE SCHEDULE / ` CBR ��d / / I \1 � ` Rim=907.05 X g0 ,N"' Inv=901.75 SW - "w �" Inv=899.05 N/S 96 0"w X h w' 906 X n •^w� g10 GU=9u6 y' ,w// 4 /�• gp774/ </< 0 gp1.62 . 906 973.97 CONSTRUCTION LIMI PROPERTY LINE Existing Building 5438 5439 LEGEND 1 - CA2 05 5 908 9p6�8 GU' 28 a0� g01 S89°55'23"W 504 03 • 0 w U cn 03 03 od cn GU=908.62 CO 03 9' 9' y6 56 a+/ EDGING TC=9 ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR TREES AA 4. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6. IRRIGATION WATER LINE CONNECTION SIZE IS 1-Y2" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8. ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REPRESENTATIVE. 13. 14. 15. 16. 17. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. AB RB PM QB QE QM UN EVERGREEN TREES TB AB2 PG PM2 ORNAMENTAL TREES AG2 CA2 CE2 18. AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. CA 19. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20. USE SCREENS ON ALL HEADS. 21. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED CONDITION. 22. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24. THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. SHEET NOTES: QTY COMMON / BOTANICAL NAME 4 Swamp White Oak / Quercus bicolor 3 New Horizon American Elm / Ulmus americana 'New Horizon' QTY COMMON / BOTANICAL NAME 3 Tyler Blue Balsam Fir / Abies balsamea 'Tyler Blue' 3 Blue Cloak White Fir / Abies concolor 'Blue Cloak' 3 White Spruce / Picea glauca 3 Blue Tear Drop Black Spruce / Picea mariana 'Blue Teardrop' QTY COMMON / BOTANICAL NAME 3 Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' 7 Blue Beech / Carpinus caroliniana SEE ENLARGEMENTS ON SHEETS L1.1- L1.2 Know what's below. Call before you dig. CONT 2.5" Cal. B&B 2.5" Cal. B&B 2.5" Cal. B&B #20 CONT. 2.5" Cal. B&B 2.5" Cal. B&B 2.5" Cal. B&B 2.5" Cal. B&B CONT #7 CONT #20 CONT. 6' B&B #7 CONT CONT #20 1.5" Cal. B&B #20 CLUMP 1.5" Cal. B&B CD Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 10/04/21 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN - OVERALL SITE L1.0 © COPYRIGHT 2021 CIVIL SITE GROUP INC. CO - -� XI • • • • • • • • • M N w • 61 Q)Zs a) In O L O, • 0- a) _� o z C 6) C n J }' 4- Z O CBR Rim=891.44 Inv=886.04 SW Inv=885.94 NE Inv=885.59 NW/SE __ STMH Rim=890.22 JJ r0\��2 / g 1 / Tc\8'9 7.2 \ G(77. 897 Tc\ `89 892 84 9i N O 0 ci co INV= ' 889.33 II II I I II II I I 212.74 w a) z LJ a) o CO O N • 1-1 NZI� N ▪ O _C Z ' O 3 v o ▪ (I)N O u_ C a) w U) U) O / [E] Bit. Trail, Curb/Street/Utilities Cross Through Parcel 2 893.98 X 91 R1ght. of W aye nee\t1p\e pots • ----. Hof OW Nwy • 8 P 5 N1.50 9,43 C.L Fence on Property Line 41.50 893.37 8gg93 X II t.0 M 1, In N a) In �y> o, Shed 093' oo z PID: 173023120002 5001 Old Highway 8 Owner: Towns Edge Terrace (Desc.= S00°36'26"E) SOO°36'29"E 424.28 W Line of the E 516.12 Feet of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 5683 ivy / / / / / / / ///// ,p-1 ,p-1/I; I, h i I -1 .•1 \k•1 \k•1 \k•1 \k•1• \� 1• \/•1• I I I I I I I I•I I I /I�1../I�1../I�1../I�1../I�1../I. .,/1\ .,/1\ II // / / / / / / ///// ///// i� /// /// - // /.41:•: 1t(P 'p!a r>' .... '� ///// //�( g' //// ills- ///�// / / DRY SHORT PRAIRIE / // SEED MIX,TYP. '//// /// //////t6g' ///// 11'1 • /0,681 / / / / / / / ///// .�88' ///// // KG CO o In In X 901.70 W y �Go,901. S■../I� \lid\I_. I,/I� ;\ ■•�c'ac • I , /1\ ;/�I\ I I'\I pl I:/ //// 1 , `\ 1 ; /'1 / '1 / / / / /- / • 'I • \ i• \I i� 'I�- i• \I i�\I i• \I i \I i• \I i• \I i• \I i• \I i• \I i• i \I • \I /-l-t 1 ✓,:///i /'�I\'/I\L/LI/1`/�1'1/1`1-'�-1-'/ ////.'/!'n�'l'il�'il�'il'il/I�;'%I / / / // / / .......\I-�-�// ////LOWER BASIN NATIVE �. \I �. \I �. \I.I '/ /// II\ '/1 SEED MIX / \�,- \�,- \�,- ,- \,- \,- \, \�,- \�,- \ \I j. �I,. �I �, �. �, �. v D• �, �. �, �. �, j. \I,. \I,. \I,. �I j. �I . �I j. \I,. \I,. \I,. I,. \I,. \I I\ - , I, I, I, I, /1 /1 / ✓ 1 1 1 1 I I 1 1 1 1 1 1 1 1 \I,. \I I / / / / / n 11 /I /I /I n n >/>/>/->�/- �fi'i'�I i• \I i• i• \l i• \l i• \l i• \l i• \l i• '\I i�\I i• \I \'I i \I j. \I,. \I,. \I,. \I j \I I,/ I /I� L/I� L/I� L/I� L/\ •���i1 s • / / / / / \I i \I i \I i I I 1 i• \I i• \I i• \I i•_ I I i• \I . I \I i. \I I. \I i. \I i., ' \I - I / /� / / / / ,. 11\ I;/ /q / / / / .� I \ I,/I\ ,/1\ -'/1/I • z////// i • \I� ;\� ;\I� �i -H sE 17 XoS0 PROPERTY LINE 1,‘15°25,51"Wl Cpesc,, CONSTRUCTION LIMITS G0=895.62 2605„E84.2 S1-5° 89 7. 29 X CBR Rim=897.54 Inv=891.54E _ - Inv=887.44 NW/SE 898.29 x • ///11/// , / Pw / P.O.B. Parcel 2 (Torrens Portion) (pest.= N09°23'421IW ����_soo,s < 23' „W 2 `� ' NO9° 56 «C `� 0O=gg90- «- �— �� 18, , RCP 0U=898 08 / //✓ / i/ / / /. / ,/ �1L ,./ r/L, //L / / 1/1Y//\1i//i/-/ ,//I, i/`LII///'/ ,/ /,...,' �\' // // /!/.2// ///// z,i/,--- /////,�% ' / / / / /// ////// //-//- //1 / / / / / / ,/✓ i/I\ : II "/I\ I,/I\, ..I� /.I�/-\�i '1 1:d1I'1/L/ di1 i1 'I---,-;;sr /,Ii-Ii- --�Ii�i--iI \I\IssI \I\I '1\: 1/I, .\'' '' \ : r 1/1/;, /;1/;1/;1;1;1-1 I I I I I '1 ,','1 '1 ,'1 1 1'1'1'1 !1'1 I,,,. ,. \I,\I,\I,\I,.,\I,.,\I,,\I /1, 'L1/1, 'L1/1, '1/, '1/, -1/ 1-1/ 1'1/, -1/,' \i->/>, \i.p�1111 II �,1111 . / / / / / / / / / / / / / / / / ;Cf - /I;,i11'1 ///////�` / /////////////////// / ///'` ////////////////////// // //////// G� // ////////// —� / / //////////.8 \\ \\J\ +1 Existing Building g9q 68 894.84 x 5642 8" San. (Per Rec.) / // /// I' i // / / / /// // g0214 X < 4 s a ititAt MP 4 ////// DOG PARK MULCH /// /// / / / / /// /// / / / / / / / / / / //X ////// // /////� (located \ \ 5631 /// /// /// t�'6 /// /// /// /// p�✓ // // and �f j ♦�� // / / / b / 4 // // 0\9 03.` 3 ▪ __,_____[B] Fence Crosses Property Line I 890.6,4 LEGEND Oth ers)• �✓ a \ 5622 •7,0 •!: \ / / / / 1/ / /// / / // // // / // // // // / / / / / / / / / / / / / / / / I. —j • 5614 5612 • // / / / / // / / / r On / /1,/ (x,, cetera b Erosional / / by Others Gu /// / / / / // / C.L Fence W of Property Lin EDGING SHEET NOTES: SEE L1.3 FOR PLANT SCHEDULE G3 CAD M Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 Cl) w H w a 0 ce 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 10/04/21 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN - NORTH AREA ENLARGEMENT L1.1 / / / / / / / / / / / / / Know what's below. Call before you dig. 10'-0" 0 0 COPYRIGHT2021 CIVIL SITE GROUP INC. Ce (Lo C.L FencE // // // /// W of Property Line / NO BUILDINGS Cross Through L DECORATIVE ROCK MULCH, TYP. [C] Fence Property Line — PROPERTY LINE — CONSTRUCTION LIMITS CBR Rim=907.05 Inv=901.75 SW - Inv=899.05 N/S 5-CM 6-AM 12-CM 8 - PB _ C.L Fence E of Prop-rt -HX 4 - NW2 9-BC PID: 173023140002 4889 Old Highway 8 'ROCK INT ANCE TRIP, . P i:173023140003 4:89 Old Highway 8 907.84 X 907.25 X X 910.46 PARCEL 1 2-CA4 III!�•goi$ • gp11 •/ tc- F /F SOD, TYP. N05°18'4211\/V 633.83 23-CA3 PID: 173023140008 2159 Mustang Drive Owner: Bauer Welding Metal Fabricator LEGEND 5-HA2 11 -NW2 6-HA / EDGING SHEET NOTES: SEE L1.3 FOR PLANT SCHEDULE Know what's below. Call before you dig. CU=907.8 C� G3 Cam© M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 10/04/21 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY 10/04/21 DESCRIPTION CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DESCRIPTION LANDSCAPE PLAN - SOUTH AREA ENLARGEMENT © COPYRIGHT2021 CIVIL SITE GROUP INC. 0 0 CBR Rim= 891. 44 Inv=886.04 SW --- Inv=885.94 NE Inv=885.59 NW/SE 89� 11L __STMH Rim=890.22 INV= 7./ //. 889.33 _ SWPPP NOTES: / K CONTRACTOR TO PQ/IDE INLET PROTEG-TtON AT ALL DOWNSTREAM CATCH BASINS. PROPERTY LINE CONSTRUCTION LIMITS TI9tL— ��jWl�_ TYP. Shed 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. \ \ N �xisting Buildirrg I i CBR Ln Rim=897.54 Inv=891.54 E Inv=887.44 NW/SE INLffI ROTECTION AT CATCH BASINS, TYY,� 180 RCP SECONDARY E ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. CITY OF MOUNDS VIEW EROSION CONTROL NOTES: 1. CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR THE SWPPP DESIGN AND OBTAINING ALL PERMITS PRIOR TO STARTING ANY WORK ON SITE. 2. CONTRACTOR'S EROSION AND SEDIMENT CONTROL LOG BOOK SHALL BE KEPT ONSITE AND AVAILABLE FOR REVIEW BY CITY INSPECTION PERSONNEL. 3. ROUTINE SITE EROSION AND MAINTENANCE MUST BE STRICTLY FOLLOWED. INSPECTIONS MUST OCCUR EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5" OR GREATER WITHIN 24 HOURS. 4. EROSION CONTROL DEVICES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO EARTH MOVING OPERATIONS. 5. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. �o7 (n CO V / 1 \ ,\ =T- CONSTRUCTION ENTRANCE l i M izr q�9 N I\ \ O�- 5591 5620 Wetl �y \ 5631 � I —i 1 889 ` it /R o- ,., 58 ,- . 'I- 1n - \_--.- ©O 5622o, /; / 5621 5612 O) 5614 _ \Q \Y:thr GLillY // 15=65— ack 5606 [64574-6 55,725 \ (f7 I ()ter *11 -17:;\ &°S r''rS) 5566 5567 4 *Ida .s \-0 TART PROVIDE INL OTWION AT ALL DOINOTRIeAM CATCH 1*)(TEgRONSION CNA 'I" IL AT CONSTRUCTION CATCH BASINS BEING 5545 100 1001 INLET-PROTECTICI AT ic,O\ o P.• 7 7- CBR 1 CBR Rim=906.05 777 / I II 7 l'ir r I I z II I co / _ \\ 72 / , ,,,,, / , , , , ,, , 7 ,,,, \ \ \ \\ r 7777 17 7 \ \ \ \ N \(/ -\":" 1: --- \ II fe--/.,- \ \\ y ,__:T„i„\\N n 1 / / -- -'-'-:=7-1-V011: 11 0 N--- \ 1\) II:\ \\ 1 \\ \\/7 : \\ \\ t\ \\ \\\ \ t\ \ : )\ \ : \ : 1\ \L .L_CC-1 ; _.-- ---11 ,----- 7_L__—_525-_-_____I- ::: ::----111:::&__-\ 2:\ : _i __{/ //)\:\ )\\ / /) /:///1\\ /1 / /\ 2\ )\ ' \ - - 5459 / -H PROPERT--Cot\t_6:r-RucThow__ — 508 I III II I ill ro v_ II I iii/ , 1 "I__ 1 1 ' .. 4--ria"lisar"16-"il.."-- 711;1'3-7-- csitiCi- 5439 _______ ___________ _____________________________________________ Existing Building LEGEND: 137 EX. l' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE .77.77/ EROSION CONTROL BLANKET Know what's below. Call before you dig. Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 PROJECT 0 0 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 0 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA koulee_ David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION SWPPP - EXISTING CONDITIONS W 1 . COPYRIGHT2021 CIVIL SITE GROUP INC. CBR Rim=891.44 Inv=886.04 SW --- Inv=885.94 NE Inv=885.59 NW/SE 11- INV= 889.33 __STMH Rim=890.22 SWPPP NOTES: CONSTRUCTION LI ���1004 1006 '�� 720 1008 � 1007� • Iry csc,_ 15 Shed 1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. CONTRACTOR TO PQIIDE INLET PROTEG-TtON AT ALL DOWNSTREAM CATCH BASINS. PROPERTY LINE CBR Rim=897.54 _ Inv=891.54E - Inv=887.44 NW/SE ITS �xisting Buildirrg N ER v-1 ji APPROX. EOF=893.5 PLACE EROSION _-CFTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) INLET PROTECTION AT CATCH BASINS, TY�� RCP mr. is FA prof. rA gr r-fr- 4 04,111 r 5652�ti, .sae SECOND RY E' SIO 5 + • p6 .SPE RIM W TL: NI ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. CITY OF MOUNDS VIEW EROSION CONTROL NOTES: 1. CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR THE SWPPP DESIGN AND OBTAINING ALL PERMITS PRIOR TO STARTING ANY WORK ON SITE. 2. CONTRACTOR'S EROSION AND SEDIMENT CONTROL LOG BOOK SHALL BE KEPT ONSITE AND AVAILABLE FOR REVIEW BY CITY INSPECTION PERSONNEL. 3. ROUTINE SITE EROSION AND MAINTENANCE MUST BE STRICTLY FOLLOWED. INSPECTIONS MUST OCCUR EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 0.5" OR GREATER WITHIN 24 HOURS. 4. EROSION CONTROL DEVICES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO EARTH MOVING OPERATIONS. 5. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. CONSTRUCTION ENTRANCE _W- _ W--- __W-- G 00) CSR _902.93 R�m8g6 63.," )F`*,w X'W / TART PROVIDE INL. W ^ OTEQjTION AT ALL DOVVOTfkleAM CATCH �TEgRONSION L AT CONSTRUCTION LIMITS, TYP. INLFXPRO CET TISN AT CATCHOSI, TYP. Q�b��c�l`N�`�\ _ as g0 NLET PROTECTION AT CATCH BASINS,TYP. -H ico\O lQer �ec � W skGP CBR Rim =907.05 Inv=901.75 SW ---`�� Inv=899.05 N/S `^W: W " ♦ CONSTRUCTION LIMI PROPERTY LINE Existing Building 5438 5439 r-- Y CBR II -- Rim=906.05 II Inv=902. 35 II II II II n n It II RIMETE TROL A S, TYP. N RUCTION LEGEND: 1137 EX. 1' CONTOUR ELEVATION INTERVAL 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■ SILT FENCE / BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE n/ / 11.7/ EROSION CONTROL BLANKET C� G3 O 0D F Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 PROJECT W z 0 O J J w 4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 w w a 0 ce 7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. koid4_ David J. Knaeble DATE 10/04/21 LICENSE NO. 48776 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 10/04/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION SWPPP - PROPOSED CONDITIONS sw1.1 Know what's below. Call before you dig. 1" = 40'-0" 20'-0" 0 40'-0" © COPYRIGHT2021 CIVIL SITE GROUP INC.` ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 TH E VI LLAS O F MOUNDS VIEW MOUNDS VIEW, MN in III I K= I�IIM, =1= ,:;sMl= =IIm11 , I�I�I = I�� , ��I�I AIM, IMIMI ` momoimmo immmoimmo moimmomoi — momomomo• mo meme mimimimimimimimimimmo mIUMET ��imimE imimimimimmomomomoMI momomomomomomomomom mimimimimimmomomommc mimimimimimimimimRME1 momomomomomomomomo �mimimimimmommmmomom ftMMI e .momomomomomomomoMEMMIimmmomomomomo 1==off m== mmomomomomomaio========== mmamomomomomom====mom=== imomomomomomomc========inmomomomomomoK M========= mmomamamomom========= mamemememamamamamemememeEME1========== memememememen mime imomomomomomomomomomomomomomomomomomomoRmmo omomo imomomomomomomomomomomomomomomomommc omomomomomomommmomomomomomomomomom mmomomomomomo• mmomomomomomomomommc momomomomomomo mimimimREMERI imimimm omomomomomommmomomomomomomomomommmomomomomomomomomomomomomo cmomomomomomomomomom omommmmn.... 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Dickens Lrl • Bauer Welding & Metal Fabricators PROJECT SITE —Biaclean Mobile • Wash, Inc ' GoogI CONTEXT MAP N TS CIS H� �1mo••�ll�h om_ _ mmomomomomomomomoim momomomomomomomommo mommomomomomomomm \DHX DHAW\C GE\EAL BUILDI\G I\FOIVATIO\ A100 TITLE SHEET, DRAWING INDEX ACHITECTUAL DRAWINGS A200 SITE PLAN A300 GARAGE LEVEL PLAN A310 FIRST FLOOR PLAN A320 SECOND FLOOR PLAN A330 THIRD FLOOR PLAN A340 FOURTH FLOOR PLAN A410 UNIT PLANS A411 UNIT PLANS A412 UNIT PLANS A413 UNIT PLANS A500 EXTERIOR ELEVATIONS A501 EXTERIOR ELEVATIONS A502 EXTERIOR ELEVATIONS A600 BUILDING SECTION xi —_—_——mmomomommomomomoi OJECT DATA UNITS A UNIT TYPES (1 BEDROOM) 68 B UNIT TYPES (2 BEDROOMS) 44 C UNIT TYPES (3 BEDROOMS) 8 TOTAL UNITS 120 PACKING GARAGE STALLS 88 ON —GRADE PARKING SPACES 114 oommm�momomomomomomomo 7 0 U 7 0 U I I 0 I_ 0 V III c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Tel: 612.243.4637 N CO N— OW cvLC) 0 i 53)� J u) i a) of LIJ O o) u) co o U • W O � z O UQ < CL < 0 O U w E Z w CC w Z ap1(7)g z�wO w�� Now �D—w 0 < < = Q - w ›- w 1-a< W C _O U co WC� CC W D Z _ i2(OD KENT SIMON 2 1- z TITLE SHEET, DRAWING INDEX A100 02021 Miller Hanson Architects SE Comer of the N 1/2 of the SE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng_ 23-X-� ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 H Petint Table RAM Table Paint Table Point # Raw DimcriptloC1 Po-lnt # Rev p96Gription Psin# Row Beacripti9n 130O TRD 10 60)1 2 5E21 IRO 24 ASH 5658 TRD 5 DOM 5606 TRU 12 BOX 5557 TIED 12 BAS .5660 TRD 6 ASH 5544 TRD 26 BAS 5561 TRD 18 BAS 5661 TRO 14 BOX 10O1 TRD 12 MAP 2 5563 TRD 8 BOX 5662 TRD 16 BOW 5605 TRU 16 DAS 6564- TRD 8 BOX 5665 TRI) 28 BOX 5545 T80 14 BAS 5565 TRD 12 BOX 5570 TRp 16 BOX 5545 TRD 8 645 556E1 1R0 25 BOX 5671 7RD 1C BOX 1002 TRD 16 BOX 1 5572 TRD 6 ELM -5673 TRD 16 ELM 2 1003 TRD 18 BOX Z 5573 TRD 6 ELM 5680 TR❑ 18 ELM 5611 1110 6 611 5574 TPD 6 83k 5681 TRD 20 8& 5547 IRO 14 BAS 5575 TRD 10 BOX -5682 TRD 1'2-SOX 1004 TRIO 24 CRT Z 5650 T60 42 BOX 55533 1RD 36 BOX 5612 TRD 22 BOX 5561 TRD 6 BUCKTHORN 5684 1RD 20 BDX 5548 IRO 10 ELM 5562 TRD 8 BUCKTHORN .5685 TRD 66 .BOX Z 5549 TRD 6 ELM 5,564 TRD 26 DEAD 5686 TRD 6 EtOX 2 1005 TRD 14 5FR 2 5555 TRD 42 BOX -5687 TRD 16 BOX 2 1008 TRD 22 LOC Z 5588 T120 35 MAP 55588 TRU 16 BOX 2 5614 TIRO 18 BOX 5591 TRD 16 BOX .5689 TRD 12 BOX 5550 1RD 12 ELM 5593 1RD 12 ELM 5692 TRD 14 BOX 5551 11/0 14 ELM 5594 TRD 18 BOX •5695 TRD 22 ELM 2 1007 TRD 20 OAK Z 5595 TIRO 14 ELM 5696 TRD 48 Box 1 5552 TRD S ELM5596 TRD 28 BOX -5899 TRD 36 MAP 2 1008 1RD 18 OAK Z 5605 TRD 6 ELM .57013 TRD 24 OAK 2 5412 TRD 18 ASH 2 5519 TRD 12 ASH 5706 IRO 40 OAK 5432 TRD 24 ASH 2 5622 TRD 12 BOX 5710 1RD 22 ELM 5434 IRO 24- ELM 5631 TRD 10 BOX 5720 TRD E ASH 5556 TRD S BOX 5838 TRD 10 BOX 5721 TRD 12 ELII 54.38 TRC 1a SPR 2 5639 TRD 24 BOX 5567 TRD 12 BOX 5640 TRD 12 ASH 5439 TRC 18 SPR r 5642 TRD 10 ELM 5459 TRp 15 816 5643 IRO 12 60X 5460 TRD 12 SIR 1 5547 TRD 12 ASH 5569 TR4 6 BUCK71-14R11 $G413 7I8D 12 BOX 5461 TRD 18 ASH 5649 TRD 18 BOX 5806 TRD 12 90X 5659 TRD S IIAC 5542 TRD 12 BAS SSS1 TRD 40 BOX 1 5543 IED 14 BAS 5652 1145 6 BOX 555-3 TR4 12 ELM 6553 TRD 16 BOX 5620 TRD 6 ASH 5656 IRO 16 MAP 5556 1R0 38 ELM 5657 TRD 10 BOX 2 v 0 5 sibm 212.74 E] Blt. Trail; CurVrStreet/Utilities' Cros9T#irough-Rance . - ,, . - •.j,l• -a• >01ie l vacs.: e E Line of the NE 1/4 rr of Sec. 17, Twp. 30, Rng. 73 WI -pp 7r Ran • e-C.L Fence on Property Line DESCRIPTION OF PROPERTY SURVEYED PARCEL 1: bed PI13: 173023120007 5001 Old Highway 8 Owner; Teens Edge Terrace A trip of land 130 feet wide measured at right afigles southwesterly 4f and adjacent to, a lihe running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the :Northeast Quarter of said Section 17, and 250 feet from the east line of said Section 17, artd measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132.92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504,33 feet west of the southeast cornet thereof, and lying southwesterly of a line n n from a point on the north line of said North Half. 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 259 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. B, excepting therefrom all that part of the Northeasterly 13C feet, measured at right angles from said right-of-way, line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 555.78 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point an the north line of said North Half, 385 feet West from the northeast Corner thereof, to a point on the south Iioe of said North Half, 250 feet west from the southeast corner thereof, said line -being the southwesterly right-of-ways line of State Trunk Highway No. 8, excepting therefrom all that part lying in the South 175 feet of said i`•l.rth Half, and 0I5Q excepting ttlerefrern ill that part of the NQrthea$t6rly 130 feet rneae,red at right angles to said right-of-wayline, lying south of the North 75 feet of said North Half. (Abstract Property] e•:• . xi sting Build PARCEL 2: 4 =.. TURN LA 495.00 A r1 I A c115 •N • 1rr1.84 E _ : IftmE117.44 WOE 03 43 W Line of the E 516.12 Feet -tiy of the NE 1T4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 73 P.O.5. Parcel Z' (TcrreI' Porti3n]f::;` 040 8641y4 That part bf thn East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Seeti0h 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, described as follows: Commencing at the southeast comer of said Northeast Quarter of the Northeast Quarter; thence South B9°57'36' West, along the south fine of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42' West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.73 feet; thence South 89'57'35" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Qparter of the NortheaetQuerter; thence South Ogc36'2$" East, along saki west Il:n+Y, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. [Torrens Property - Certificate of Title No. 382214] That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. [Abstract Property] GENERAL SURVEY NOTES 1. Bearings are used on the Ramsey County Coordinate System (1986 Adjustment). 2, Elevations are based on the NGVt7 29 Datum. Site Ben:chtllark is xxxxxx. 3. We have shown the location of utilities to the best of oar ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation,. the exact location of underground features cannot be accurately, completely and reliably depicted: Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property, 4. We have shown the location of a wetland and erosional gully hereon per a delineation by $t nteo, provided tP Ua by the client. ev COCrN — — ` N. f) -NE Corner of the SE 1/4 of the NE 114 and the SE Corner 4f the NE 1/4 of the NE 1)4 ti of Sec. 17, Twp, 30, Rng. 23 � 1 a 0 LA: 44 en N fN al Sn Li 4eI C I •X°901,� 0004 ____---- -------'- • - .t1' �. lyir r E F F----r G — CH — 7 -> a- x w DI— •n . - x d • • 1 1 I 1 1 1 I I I I I E I I I I 1] ACCESS DRIVE IS APPROX. 580' FROM WINDSOR WAY, 770' FROM MUSTANG DR. f Linetype & Symbol Legend ELECTRIC LINE ELECTRIC LINE (RECORD) FIBER/COMM. LINE FIBER/COMM. LINE (RECORD) GASI.1AIN GAS MAIN (RECORD) OVERHEAD UTILITIES SANITARY SEWER SANITARY SEWER (RECORD) STORM SEWER STORM SEWER (RECORD) TELEPHONE LINE TELEPHONE LINE (RECORD) WATERMAIN vvATERMAIN (RECORD) CHAINLINK FENCELINE WOODEN FENCELINE GUARDRAIL CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE G RAVEL/LAND SCA PE SUR1`ACL �5. 00) Le I 171 0 STORM MANHOLE • CATCH BASIN I FLARED END SECTION T❑ TELEPHONE BOX • TELEPHONE MANHOLE ® TRAFFIC SIfGNA1_ AIR CONDITIONER CABLE TV BOX ELECTRIC MANHOLE ELECTRIC TRANSFORMER ELECTRICAL METER FIBER/COMM. MANHOLE POWER POLE GUY WIRE GAS METER GAS MANHOLE GAS VALVE ROOF DRAIN SEWER CLEAN OUT SANITARY MANHOLE 19 0 414 ❑H c • SB • 4 ''Cr HYDRANT 0 Ar FIRE; CONNECION 0 g POST INDICATOR VALVE WATER MANHOLE WATER VALVE WELL ON( A°0 I � tiAlj CA p�yyylhc -C.L Fence W of Property Lin ALTA/N5PS LAND TITLE SURVEY NOTES (numbered per Table A) 1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon. 2. Site Address: 4943 & 4889 Old Fflghway 8, Mounds View, MN 55112. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance flaodplain) per Flood Insurance Rate Map, Community Panel No..27123C0004C, effective date of June 4, 2010. 4. The Gross land area is 172,829 +/- square feet or 3.968 +/- acres. 6. The current Zoning for the subject property has not been provided to us. Please note that the general restrictions for the Subject property may have been amended through a city process. We could be unaware of such amendments If they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 7. No buildings were observed on subject property while conducting the fieldwork, $. 5ubstantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal 'conditions may inhibit our ability to visibly observed all site features located on the subject property. 9. There were no parking stripes observed on the subject property while conducting the Aeldwork. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Ramsey County Interactive Property Map website. 16. Evidence of recent earth moving work, building construction, or building additions was not observed In the process of -conducting the fieldwork. 17. We are unaware of any proposed changes in street right of way lines. Evidence of recent street or sidewalk construction or repairs was not observed in the process of conducting the fieldwork. 18. We are unaware of any plottabie of -site easements Or servitudes. UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLACK POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE DECIDUOUS TREE SOIL BORING FOUND IRON MONUMENT SET IRON MONUMENT CAST IRON MONUMENT 40 20 0 20 40 80 SCALE IN FEET iSkV LCU• ,._. AY04 • i;;OK Lx : - T�? so$_ - - ' lbil ' kd , •yyrs. M tl il. :qui z ?G;s Np5dhi 142"W 633.83 c P.ID.,173023140008 2159 Mustang Drive I Owner: Bauer Welding Metal Fabricator SURVEY RE.P.PAT 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by First American Title Insurance Company, File No. NCS-1072420•MPLS, dated May 27, 2021. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no,'s 1-8, 10, 12 and 13 are not survey related. b. The following are numbered per the referenced title Commitment: Public right of way for trunk highway purpose's es established and maintained on the date hereof, including but not limited to the portions of said right of way described in the following documents, together with any rights of access control or restrictions set forth therein: a.) Final Certificate, dated July 10, 1929, recorded August 26, 1929, as Document No. 784903 in Book 865 Page 63; b.) Fina:i Certificate, dated December 3, 1453, recorded February 1RS4, as Document no. 1326463 do Book 1440 Page 451; c.) Partial Final Certificate, dated March 31, 1966, recorded April 1, 1965, as Document No_ 1872788 in Book 2018 Page 195; d.) Quit Claim Deed, dated July 27, 1972, recorded September 27, 1972, as Document No. 18378(11 in Book 2365 Page 674; and e.) Final Certificate, dated October 19, 1973, recorded November 21, 1973, as Document No. 1871941 in Book 2439 Page 451. Parcel 1 and Parcel 2) Right of way, o►` Old Highway $, as shown hereon along the easterly portion of subject property. [11]. Sanitary Sewer Easement In favor of the City of Mounds View, as set forth in the instrument filed of record in Book 2068 of Ramsey County Records, page 770, and shown by recital on the certificate of title. (Parcel 2) 10 foot by 10 foot Sanitary Sewer Easement as shown hereon .at the southwest corner of Parcel 2, �f 1 5Line ofthe f41/2ofthe SE1/4ofthe NE1f4 --_' of Sec. 17, Twp. 30, ftng. 23 lry :nee' Rln7. -4D InIR901.76 eri e:a -- % . - Inru999.05 N/3 . • . n+"< '� - ' • 4 g .161 ,- _am r - • • .. .— — — 10--•- - 8-- - \ Nr, '`tip ti ` \ Existing Building 2. Conflicts such as but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [Al. There is an apparent 0.02 foot gap between the two descriptions making up Parcel 2. Client council may wish to pursue this matter further to clear any ambiguity of said descriptions. [a]. Fence crosses property line near the NW corner of Parcel 1. [C]. Fence crosses property line near the SW corner of Parcel 1. [D]. Bituminous trail and utilities cross through subject property without the benefit of an easement, as shown hereon along the easterly portion of Parcel 1. [E]. Bituminous trail, curb/street, and utilities cross through subject property without the benefit of as easement, as shown hereon along the easterly portion of Parcel 2. [F]. We have shown the location of a water main per record plans provided by the City of Mounds View that appears to cross the subject property without the benefit of an easement, as shown hereon along the northerly portion of Parcel 1. ALTA CERTI MATT OH To: Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, as to PARCEL 1; City of Mounds View, a Minnesota municipal corporation, as to PARCEL 2; MWF Properties LLC; and First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a), 7(a),8, 9, 13, 16, 17, and 18 of Table A thereof.. The fieldwork was completed on 7-20-2021. (Dated this 28th da.o July, 2021. Rory-L. Synslielierr` Minnesota License No. 44-565 rory@civllsitogrnup.corn SITE DLA\ ,, = 40'-0” 0 20' 40' 80' V 0 U If rE V ) 7 0 U II 0 U- F 0 7 r 7 W nv COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: to a) Q 1v as .n C 0 M aCI- - J (6 1C) c I.{) V c Z co Tel: 612.243.4637 re 0 H O e z O Ua • <0 0 ❑w W U W C Z LIJ W z 2 (7, O CL a z 2 • auj H — W __~ Hallo LL L L I Z co Iaaa U Q ZZ Lu wwww I U• J z _ co= NO. 16390 N 0 Z N 0' 2w ' en I- Z I- w U 0 Lii 2 1- z SITE PLAN A200 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 1 JORTH STAIR II II II II II II I L J I L J 85 6 84 83 82 9 1 11 12 80 79 78 77 76 75 74 17 73 18 72 19 71 70 69 24 klairefieSTSMINNitogc MAINTENANCE 002 II II II II L MECHANICAL 003 LOBBY II II II II JI I GARAGE 001 BIKE 005 II I II I II I I L J I L J TRASH GASAGE FLOO PLA\ 3/32" = 1 —0" 0 5' 10' 20' 62 C 32 C 7 0 U 0 0 0 0 II c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Tel: 612.243.4637 U O O z O OQ Q Q 0 O U w w z wrewz ap1(7)g z w p aw<� Now Q w 0 < < = - LL >w0Q 0 �a< wCpw c)3CT) w CC CC CC CCOWW =wDz _ CC COD KENT SIMON 2 H z GARAGE FLOOR PLAN AJO0 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 UNIT C2 ORTH STAIR UNIT B5 UNIT B1 UNIT Al UNIT Al CORRIDOR UNIT Al 119 O UNIT Al 128 UNIT Al 127 UNIT Al 3 MATCH LINE UNIT Al UNIT A2 TYPE A UNIT B1 10 CORRIDOR 143 UNIT Al 120 FF UNIT B2 TYPE A 1 01 LLy UNIT B1 121 Bo 00 UNIT B3 /CKAGE 137 UNIT B3FW 0 UNIT Al FW UNIT B1 FW M (;H ELEC LOBBY 1 �, EiaiL oI 126 ) UNIT B1 122 UNIT Al 125 UNIT A2 TYPE A 129 ci O' F HST FLOO SOUTH STAIR 144 DLA\ ;o 3/32" = 1'-0" 1 UNIT C2 123 t—+ UNIT B5 124 0 5' 10' UNIT Al 118 20' C UNIT C 7 0 U ) 7 0 U 0 I_ F 0 II c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: a) N W I- 7 (71 CO Ce E N LU >�� J LC) LL O C LC) coLC) z 2 d � Tel: 612.243.4637 N CO Ow coLo 0 5 2 J_ 0) i z o N o> LLl O o7 U) co I— 2 co '71- ce U O O z O OQ Q Q 0 O U w c z W W ap�gz z w p co Q w p IQ Iu = - LL i w O �co a¢� wCpw c�Co= LIJ 2 w D z _ CC COD KENT SIMON FIRST FLOOR PLAN AO 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 UNIT C2B 208 ,- UNIT B5B UNIT B1 UNIT Al UNIT Al UNIT Al 1 A600 UNIT Al UNIT Al UNIT Al MATCH LINE UNIT B1 O UNIT Al UNIT Al 220 UNIT B1 HEARING/VIS- IMP. 1 201 UNIT B1 221 00 UNIT B3B FITNESS AC IVITY ROOM 1 UNIT B3FWB ESTR LIBRARY CANOPY ROOF BELOW UNIT B1 222 0 UNIT Al FW UNIT B1 FW UNIT Al UNIT Al HEARING/VIS IMP. UNIT C2B 223 SECO\D FLOO DLA\ 3/32" = 1'-0' 1 0 5' 10' 20' MATCH LINE UNIT f 228 1r 7 0 U 0 0 0 I___ F 0 c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: a ( Q N -C 0 • M CO CV N �o0inLo J J Ur uic)H V w 0' • 3 co • E N LU >�� J L() LL 0 LQ cow Lf) z d Tel: 612.243.4637 N CO N— O W ('3 Lo 0• > ta)� 0) i z 0 N o> Lu rn O U) 0 D H 2 co � o CC U O O F- z O UQ I— < 0 O U w c z w w z ap1(7,g z 2 w p aw� Now Q w a▪ 0 wI1— = — LL >w�Q 0 � aco _< wCpw c�3co= wCWOWW =wDz _ Ce COD KENT SIMON � H z SECOND FLOOR PLAN AJ70 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 - UNIT C2B 308 UNIT B1 309 OI UNIT Al 310 UNIT Al 311 OQ C UNIT Al 312 • om 0 UNIT Al 313 UNIT Al 314 UNIT B3B 315 O O UNIT B5B 307 C CORRIDOR 339 "NORTH STAIR .. • . 1°1°1 340 0 UNIT Al 306 0 ■ FM UNIT Al 305 Eat 0 UNIT Al 304 i::u MW WAIN AEI IslAmJE •o • I UNIT Al 303 3 MATCH LINE UNIT B1 302 zag Bo .. 0 UNIT Al 319 0 UNIT Al 320 UNIT B1 301 ELEC 338 OOFFICE 2 336 7 UNIT B1 321 00 STORAG/ 3 STORAGE 33 UNIT B3FWB 316 _ J --j I-1 I II 0 • O HALL 335 r--- RESTRO 341 n S 1 i re—• i r---1Is Iill TRySF 7REC 342 ELEC 33 COMMUNITY ROOM 333 o 0 11 7 UNIT B1 322 UNIT Al FW 317 UNIT B1 FW 330 0 IL J UNIT Al 329 UNIT Al 318 C MATCH LINE O UNIT C2B 323 • O . UNIT Al 328 CORRIDOR 343 SOUTH STAIR THRD FLOO DLA\ 2Ei9 3/32" = 1'-0" UNIT B5B 324 0 5' 10' 20' f UNIT 32. 7 0 U 0 U 0 LJ_ F 0 II c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Tel: 612.243.4637 O O W O z O 0 Q Q 0 O Uw w z w re w z ap1(7)g z w0 aw<1 Now — w 0 < < = Q - LL >w 0 0 �a< C0w c�3Co= w CC CC CC CCOWW =wDz _ CC COD KENT SIMON 2 1— z 0 THIRD FLOOR PLAN AO 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 UNIT C2 408 UNIT B5 407 jii;‘) 11‘ U A600 W I I •,TH 01 STAIR 440 UNIT Al PH 406 0 CORRIDOR 439 UNIT Al PH 404 i::. CI O ■ UNIT Al PH 403 Do 3 MATCH LINE UNIT B1 PF 402 O UNIT Al PH 419 O CORRIDOR 443 UNIT Al PH 420 UNIT B1 PH 421 UNIT B3FW 416 HALL 43 435 C MATCH LINE JANIT 341 SUN ROOM 433 b O UNIT Al FWPH 417 UNIT Al PH O 418 0 r TR SH REC 442 M CH ELEC 34 7 UNIT B1 FWPH 430 00 1I J-Jg— UNIT Al PH 429 oI UNIT ,' 42 S I ()RAGE\ 436 445 ING GUEST SUITE 432 1 UNIT B1 PH 422 4.11 roo (-1 I FOU NTH FLOO DLA\ 3/32" = 1'-0" UNIT C2 423 0 5' 10' 20' 7 0 U 0 0 0 I_ F 0 c n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: > N Q W a) I- co 7' co Ce E (7)co LU >�� J Lf-) LL O in. C LX ) z 2 d Tel: 612.243.4637 N i Z o> 2 co � H 2 co O 0 0 O z O OQ Q Q 0 O 01- co U w c z w w z a01(7)g z w0 wP Now Q w 0 < < = - LL >w�Q 0 �acu _< wC0w L�3co= wire =wz _ O�in0 KENT SIMON FOURTH FLOOR PLAN A4O 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 r I r' 0 0 0 TJ 11 1 II / \\\ I / J ✓ L V//// UNIT A2 (665 sf GOSS, 612 sf NET) QUANTITY: 2 1 /4" = 1'-0" "TYPE A" ACCESSIBLE UNIT, PER THE MN ACCESSIBILITY CODE 2020 0 2' 4' 8' - \I / n I /I \ 0 0 b \ iv I11 I 1 11 I L J II LI 71 / \ ' 1 / \• i I,/ J • • • =1:1° • • • 1 U r L L hl Iml III' UNIT Al FW (669 sf GROSS, 606 sf NET) QUANTITY: 3 0 2' 4' 8' — 0 b � I /1 Iv /1 1 n I 1 II J II T 1 LI —1----7 I j / \\\ i 1,/ J ✓ J • • • C=1:1 • • • • L 7 UNIT Al (665 sf G 1 /4" = 1'-0" OSS, 606 sf NET) QUANTITY: 46 0 2' 4' 8' iJ UNIT Al PH (648 sf GROSS, 591 sf NET) QUANTITY: 16 1 /4" = 1'-0" 0 2' 4' 8' v UNIT Al FWPH (652 sf GROSS, 591 sf NET) QUANTITY: 1 1 /4" = 1'-0" 0 2' 4' 8' 0 nr ID ( ) 7 0 U CY 0 L COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: a) N Q W_ a) M CL C 7,N W J m Lo "0 v c� 2 a N- Tel: 612.243.4637 N CO N— LL OW co If, > 2 J_ a > Z > W0 O) cn _ co c O oz N LUO: -J(1) — _1Zr 4<t V iLc; KENT SIMON ENLARGED UNIT PLANS A4O ©2021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 () / IT GGG —0—Is -c _, 1 1 1 1 1 J 1 J L J L ✓ op 010 L L J UNIT 32 (912 sf G 1 /4" = 1'-0" OSS, 846 sf NET) QUANTITY: 1 "TYPE A" ACCESSIBLE UNIT, PER THE MN ACCESSIBILITY CODE 2020 0 2' 4' 8' L 0 r 1 1 1 1 JI L 1 J GGG \ / I / 1 1 / i 1 -4. \ I I / I I \ i `\ I IL_L11___J_LJ J II II 1 1\ J 1 �r L----DTI // I 01 __J / UNIT 31 FW (910 sf GROSS, 834 sf NET) QUANTITY: 3 1 /4" = 1'-0" 0 2' 4' 8' () 1 J UNIT _, GGG \1_ -c iI I r • _— } 1 `. L 31 (912 sf GROSS, 841 sf NET) QUANTITY: 17 1 /4" = 1'-0" III 0 2' 4' 8' UNIT 31 PH (895 sf GROSS, 825 sf NET) QUANTITY: 6 1 /4" = 1'-0" III 0 2' 4' 8' UNIT 31 FWPH (893 sf GROSS, 819 sf NET) QUANTITY: 1 1 /4', = 1'-cr 0 2' 4' 8' 0 nv U F- 7 0 nv 0 U- I- 0 If nv W 0 COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: V1 a) W To N N W J c71- LLC Lo 0 LO z a 22 Tel: 612.243.4637 a) • 0 • 0 > Cl) OE Q O U C C C p O O N c v� • v C rn I t inrn O N a) N • E a)� I — C 3 N cn Y ▪ 3 NO. 16390 N z o- - V1 W m F- Q Y O W et et z ENLARGED UNIT PLANS A 11 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 r \Ir--- I I `. I I / I I � / I /I \�� L J}J - I b \ I I _J I o I \\ 1 - v� ICI ,1II J J II/I L -------- L I sy I I / \I I / T\ ilif 1 \ I L • L_ / UNIT 333 (922 sf GROSS, 853 sf \ET) QUANTITY: 2 1 /4" = 1'-0" 0 2' 4' 8' I -tq 7=zd I L� • \ • 0 0 0 --c rr L J 7 V 1 \ L UNIT 33FW3 (926 sf GROSS, 853 sf NET) QUA\TITY: 2 1 /4" = 1'-O" 0 0 b r- 0 0 L ▪ I \ I I _J • I r ic1i±mi I J L I /- \1 Iv! I L 11 UNIT 33 (912 sf GROSS, 844 sf NET) QUANTITY: 2 1/4"=1'-0" 0 2' 4' 8' J • \ ---1---4--- 0 0 0 rFr L J I r\ //,,-- \ I/ \ LI / I\ 1L J I I _ II L d 1 11 OTB Ili UNIT 33FW (916 sf GROSS, 844 sf NET) QUANTITY: 2 1 /4. = 1'-cr 0 2' 4' 8' 0 nv F- 7 0 nv 0 U- 0 COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Cn a) W H M C C W c71- LL Lo 0 C Lc) LO c Z a 22 Tel: 612.243.4637 t _ L O o zLo NO. 16390 N Z O- -w V1 W m HO Y U O W 2 1— et et Z ENLARGED UNIT PLANS 0 2' 4' 8' A42 02021 Miller Hanson Architects U ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 L L J L / I ,-1 • • \ L--+— I/ L '_�-- 1. n II—Tlti 0 0 ✓ 1 1- 000 UNIT C2 (1188 sf G 1 /4" = 1'-0" /%/////////// OSS, 1094 sf NET) QUA\TITY: 4 0 2' 4' 8' L L J L _ L--+— I • L r 1 O O I /r----I I I !I I I I I I Ir1—r--1—t1-1 I `I I I LI_L__J 1`I I I I I I 1— 000 a ///////////// UNIT C23 (1199 sf GROSS, 1103 sf NET) QUANTITY: 4 1 /4" = 1'-0" //////////// L 1 4 T 1 / I / I 11 • • 1 IC L J • • • 0 0 0 0 000 / a UNIT B5 (1084 sf GROSS, 1002 sf NET) QUANTITY: 4 1 /4" = 1'-0" 0 2' 4' 8' L 1 IC 4 -i- • T L J 0 0 0 FT 000 oI a UNIT 353 (1097 sf GROSS, 1014 sf NET) QUANTITY: 4 1 /4" = 1'-0" 0 2' 4' 8' 0 nv F- V 0 U 0 0 V COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: C,) a) (/) W N • -0 C1) • C N W J c71- Lo LL 0 C LO C Z a 22 Tel: 612.243.4637 cxz: WO: NO. 16390 ENLARGED UNIT PLANS 0 2' 4' 8' A41 02021 Miller Hanson Architects ci ISSUE & REVISION o w O z — N = W Q Cn II II II II 11 I T.O. PLATE 8'- 6 3/4 ci ad.O. SUBFLR - 4TH 0'-5 5/8- SUBFLR - 3RD 3/4"' 0. SUBFLR - 2ND 0'-1 7/8" T.O.ALPLANK- 1ST 100'- 0" $T.O. SLAB 9'-0" 4 HF 88 VII 9 IA i } CFB PANEL LIGHT FIXTURE VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 J ROCK FACE CMU 2 CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CFB PANEL CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED PAST AL WEST EXTE10ELEVAT O\ VINYL LAP SIDING 1 VINYL LAP SIDING 2 CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED VINYL LAP SIDING 1 VINYL LAP SIDING 2 1'11'1-= , CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED VINYL LAP SIDING 1 VINYL LAP SIDING 2 ,, , ,, , ,, , ,, , , CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED • VINYL LAP SIDING 1 VINYL LAP SIDING 2 CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED — — T VINYL LAP SIDING 1 , ,MEI I Rm21211 CFB PANEL VINYL LAP SIDING 2 VINYL LAP SIDING 1 Al\ + J , CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED I�I i .1.,], J, J, J+ J , J , J , J , J J, J , ,,+I,,+I,,+I,,+I,,+I, +I, , +I, , +I, , +I, + +I,, CFB PANEL CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMH, REP ATED 8' 1 /8" = 1'-0" CFB PANEL VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 1 VINYL LAP SIDING 2 r_ VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 - - ol� 11111 IF" - oR ml� R ml� _ = l� m + 3 oR m 9 =-= ol�` CM,- l_l= __ EMI - = r �IIII1I �I�I-MM_ m �I IIII�� = = hII�uh MM = I1111111E I� m lii 1' 3�M =- I� m I� MU : �______1�1��rEEEEE, =��= =�1��1 --- 1������ ■�■- ERIm��•7 ���� �� ■�■--• Er 1���1�1�� ���■- m�-1���1��1�1�E1�1�M1�1��1�1��1�1E■• • �31��� �z ■••=zm� ■••_ _._m� + IYIEIY���!' 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PLATE 61 138'- 6 3/411 T.O. SUBFLR - 4Ttli 130'-5 5/8 T.O. SUBFLR - 3RQ� 120'-3 3/4wri T.O. SUBFLR - 2Ntlezi 110'-1 7/8 T.O. PLANK- 1 ST,- 100'-0"Y T.O. SLAB 89' - 0' 16' 0 4' 8' 16' n2 CY V W n COUNCIL WORK SESSION 10/4/21 COMM #1914 1:1110119;11•21Zle]W 2121:i WJZ11113•LIOMI11•11111011 VIIIMQ[e]W 21 02EX0i1» w I- ce w U- d N c w Oc>3z z co > J (I) _ > z > WO rn cn _ co H 2 co O K U • W 2 • U¢ < <• 0 U W Y z wrewz ap1,7)g z2wp aw<i-' W221- I?¢w w 2 Q 2 w <Qw wouJw • w w w 7 Z _ w CO 1i'L$$Ir EXTERIOR ELEVATIONS A500 ©2021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 CFB PANEL TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CAST STONE SOUTH EXTE10ELEVAT O\ 1 /8" = 1'-0" d, +d 1 1 d, d, 1 1 I I 1 1 d, d, I I 14,1 I I I, I I I I I I I I I ,1, 1 ,1, 1 11, „I, , , ,,I,+,I,+,I,+,I,+ I,,,I,, ,,,I,,,I,,,I,,,,,,I,+d,+I,++I,++I,++I,++I,++I,I+I,++I,+ I, ,I, + , + ,I, + ,L + ,I, + +I, +I, + ,it + , d,+tit + tit + tit + tit + tit +d,+d,+ I I I I I I I I I , , ,I, , ,I, , 111 , ,i, , ,i, , ,i, CFB PANEL TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CAST STONE \OTH EXTE 1 /8" = 1'-0" ELEVAT O\ CFB PANEL VINYL LAP SIDING 1 VINYL LAP SIDING 2 , ,I,, ,I,, ,I,, ,I,, ,I, , ,I,, „ 1, 1, 1, 1, 1, 1 —.'...imwimm+lver1m111.1I211I211I211I211I21:111Zm�0 n��1if�1Afs1 CFB PANEL VINYL LAP SIDING 1 VINYL LAP SIDING 2 d, 1 1 , 1 1 , , , , , , , , , , , , II 1 1 , 1 1 , , , , , d, d, I I I I I I I I t404040,04040 ,„ I,, , III I ,I, + , + ,I, ,I, I ,I, + ,I, ,I, + ,I, ,L+,L+ I,+,L+,L d,+d,+d,+d,+d,LJ, I I I I I I I I I I d, + +I, +, + +I, + I, + +I, + +I, +I, + +I, +I, + +I, + +I, + +17 , d, d, + +I, + ,I, + ,I, , , , , ,I, , , , , ,I, + ,I, + ,I, + 1 1 I I I I I I I I I I 1 +I, + +I, I I,+,L+, I + +I, I +I, + +I I +I, + +I, + +I I 1 1 I I 1 1 L. I I I I +'+ ,I, I I „I,+,I,+,I,++I,++I, I+, I+I, I+,,,I,+,I,+,I,+ , I +L + +I, + +I, I +I, I +I, +I, I +I, +I, I +I, I +I, + +I, 1 1 1 1 I I I I I I I I I I d, d, d, d, d,+d,+d, d, d, d, d, d, d, + d, d, d, d, d, d, I I I 11 1 1 1 1 1 1 ,,,,,,,,, d, d, "-TWO COURSES d, d, ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CAST STONE ROCK FACE CMU 2 It „ „ CFB PANEL TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CAST STONE ROCK FACE CMU 2 d, J, CFB PANEL TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CAST STONE T.O. PLATE di 138'- 6 3/ T.O. SUBFLR - 4TE 130'-5 5/8 T.O. SUBFLR - 3R 120'-3 3/41-1 T.O. SUBFLR - 2N PAIldk 110'-1 7/8 T.O. PLANK- 1STT 100'- 0'. 0 4' 8' 0 T.O. SLAB 89'-0' 16' T.O. PLATE Adlik 138'- 6 3/ T.O. SUBFLR - 4Ttlik 130'-5 5/8 T.O. SUBFLR - 3RPAlki 120'-3 3/4 T.O. SUBFLR - 2Ntildk 110'-1 7/8NV T.O. PLANK- 1ST 100'-0"1-1 T.O. SLAB 89'- 0' 7 0 U ry V 1 7 0 U 0 I_ 0 ry 7 4' 8' 16' W nv COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: 0 • c o ce • < N O Lu H O - (D N • > ON OD Fn 0) U F,• s?- (c~n�H w I- re w U- d Tel: 612.243.4637 N 0 O w cam • > (/) _ > Z o O> WO 0)_ co H co o 2 0 K W oz O 0< <0 OwK z wcewz ap�g z>- wo ace w <w a r?aw w =a=w }Woo 1a¢� w<0W w�>� w w = W 7 z _CCCOD NO. 16390 N 0 z 2• w c W m H Z i— w o • O W 2 1- • Q z EXTERIOR ELEVATIONS A5O1 02021 Miller Hanson Architects 1 ISSUE ac REVISION COUNCIL WORK SESSION 10/4/21 8 o w o z 10 N LJJLLJ Q VINYL LAP SIDING 1 CFB PANEL VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 VINYL LAP SIDING 1 VINYL LAP SIDING 2 CFB PANEL VINYL LAP SIDING 2- VINYL LAP SIDING 1� I , , I 1 , , , , , 1 , , 1 , , 1 , , 1 , , 1 , , 1 1 , 1 1 , 1 1 , 1 , , 1 MEMEMEMEMEMENEEMEM EMEMEMEMEMEMEMEMME I, I, I, I, I, I, I, •M• 16 1 11. 1 11. 1 11. 1 ,1. 1 11. 1 ,1. 1 ,1. 1 ,1. 1 11. 1 ,1. 1 ,1. 1, 1404040404040404, 1 11, 1 11, 1 11, 1 11, 1 11, 1 11, 1 11, 1, h I,L I,L I,L I,It 1,It 1,It 1,It 1+1, 1+1, 1+1, 1+1, l+1, l,1 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 +I, 1 gib T.O. PLATE 8'- 6 3/4" ad.O. SUBFLR - 4TH 41C0'-5 5/8"" iihiTh 0. SUBFLR - 3RD 3/4"" 0. SUBFLR - 2ND 0'-1 7/8" aT.O. PLANK- 1ST 100'-0" $T.O. SLAB 9'-0" 8 c, PAST AE EAST EXTE I I I I 1 1 I CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 ELEVAT O\ 1 1 1 L I,L I+I, • +I, d, d, d, d, I +I, I +I, I,1,+,1,++I,++L+, ++L+ 1 I I I I ,I, I,I,+,I,+,I, 1+I, 1+I, 1+I, ++11++11+1+1, 1+11 L 1, CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 d, 1+I, 1,I, 1,I, 1,I,1 I ,I, + +I, + +I, + +I, +I, I, + +11 d, 111 T 11 1,1 I, 1 ,I, 1 1 I ,I, 1 ,11 1 1 1 1 1 +I, 111, 111 I,I, I,I, , I I I I 1 1 I, + +I, + +I, 1 ,I, 14, 1 4, 1 +I. 1,1+1 1 +1, 1 +1, +1, CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 1, 1, 1, 1, 1,1 1 1 I ,, 1 ,, 1 ,, 1 ,, I, +II + +II + +II + +II + +6 d,+d1++L 1 1 1 1 I ,I, 14, 1, ,it ,it 1,1,14, 4,+11,1, I I I I 1 1 ,111 ,111, 1 ,1, 1 d, 11 +11 + , , , 1 , , 1 , , 1 , I, 1 ,I, 1 ,I, 1 ,I, 1 , 1 ,I, 1 ,I, 1 +1 ,I, + ,I, 1 ,1 1 ,I, I, + 1, 1 +1, 1 �, ..I • II. I, I, I I I 1 I I I I I I 1 ,, 1 ,1, 1 ,1, 1 ,1, 1 ,1, 1 ,1, 1 ,1, 1 , 4,1,61,61,61,6+4,+4, 1 1 1 1 1 CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 thtiktikt 4041 MiMiNEMEMEMMWMEEXEMET CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 i CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED ROCK FACE CMU 2 CFB PANEL CAST STONE ROCK FACE CMU 2 1 /8" = 1'-0" CFB PANEL VINYL LAP SIDING 2 VINYL LAP SIDING 1 I I ,1 ,1 ,1 ,1 ,1 I I I~ I~ I~ I~ I~ DAmAmEIVEIR IVEVEVmAQIAm1I mAmAmAmAmAmAmNZIEVImAm1 ■ ■ ■ . ■ ■ • ME ■ ■ ME . . . . . . ■ ■ ■ ■ IIIIIIIIII 12ra IIIIIIIIIIIIIIIII 1 1_11_11- m+m1m1m1m111111m1m111111Z11+m1 f�AmAmAmAmAmAmAmAmAm1� MEN VINYL LAP SIDING 1 VINYL LAP SIDING 2 11 +II 1 II II II II II +II 1 +1, 1 +II 1 +II 1 II II II II II +II 1 +II 1 +II 1 +II 1 II II II II II +II 1 +II II 1 II II 1 II II II +II 1 +II 1 +II 1 +II 1 II II II II 1 II +II 1 +II 1 +II 1 +II 1 II II +II 1 II 1 II +II 1 +II 1 II 1 +II 1 II II II II II +II 1 +1, 1 +II 1 +II 1 II II II II II +II 1 +II 1 +II 1 +II 1 II II II II II II II 11 +II 1 II II II II II +II 1 +II 1 +II 1 +II 1 II II II II II CAST STONE TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CFB PANEL PAST AL EAST EXTE 1 /8" = 1'-0" ELEVAT O\ VINYL LAP SIDING 1 VINYL LAP SIDING 2 a i___ - �� a _U1U2 11V'V II= armilsrizirizirirsrsEr mNNIZ ZIZI11 mAmAmAm1il VINYL LAP SIDING 1 VINYL LAP SIDING 2 II II II � I J CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED II++II++II++II++II II +II 1 +II 1 +II + +II II +l, + +II I, ,II 'it 'it CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED 1 +11 1 de 1 d, 'it 'it VINYL LAP SIDING 1 VINYL LAP SIDING 2 E 1 _ 111IIIIII_ = _ IIIIPJIIVIIII I1UU = I M11111 ACC 111111m Am 1211 111111111111 1111 1 mAmAmAmAmAmAmArirruri E1 CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED VINYL LAP SIDING 1 VINYL LAP SIDING 2 1111111111 NI MISZMEMEMEMEMEIMEINEINEU MMISZSZSZSZNEINEINEINEIM 14,1 CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED VINYL LAP SIDING 1 VINYL LAP SIDING 2 E E E • • • • ME- MI ENIONIEVEVEVEZIMIEVEZI CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED VINYL LAP SIDING 1 CFB PANEL "MEWL! T.O. PLATE LI T.O. SUBFLR - 4Ttik T.O. SUBFLR - 3RPAIldi T.O. SUBFLR - 2NPAILI T.O. PLANK- 1STAgi T.O. SLABAA 0 4' 8' 16' CFB PANEL 4 8 10 LA 0 Ln o Lij I= • • • En ME EN ME EN rillE acl_11_211 ILto-k-oriElfillrifirEEIZEINZIfillfillfrrENJAIIIIIIIIIIIIIIIIIIIIIIMEIFEE111110 -- • CFB PANEL CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED al111111111 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED CFB PANEL 0 4' 8' 16' • LLJ COMM #1914 :iu1•10127 MIZI71R1OI; ITZZ111:14EIS2M121•111112rel :ellYAM2IZICII121213 cmgoiags cc LO IraiDIPAPzKIEDIGN 00 co Euww wwwz recew wCCCLCC MOWW wELMO GO 7 z Lij IL•'L$$Ir EXTERIOR ELEVATIONS Ab02 02021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 CFB SIDING MFR STONE DECORATIVE CMU ABOVE GRADE, SEE ELEVATIONS - SMOOTH CMU ( WATERPROOFING TERMINATION SMOOTH CMU BELOW GRADE INS TO TOP OF FOOTING, TYP. II III= III ° I ql SLOPE TOP CHORD TO DRAIN i" PER FOOT 30" MIN. TRUSS DEPTH SEE STRUCTURAL DWGS SLOPE TOP CHORD TO DRAIN i" PER FOOT -- -- -- ---- 1 h‘l .. ' r�11rIL11 .....<. Innmlll /_\ /_\do" 1 Af/r ss, KAI n TYPICAL BUILDI\G SECTIO\ 1 /4" = 1'-0" FLOOR DRAIN ELEV. 88'-9 4", SEE A300 FOR LOCATIONS, VFY W/ MECH. VERIFY FTG HEIGHT WITH STRUCTURAL rs rA G rA rA rA r rf/r .reA 'il AIL T.O. PLATE 138'-6 3/4" CFB SIDING WOOD FRAME T.O. SUBFLR — 3RD 120'-3 3/4" VINYL WINDOWS T.O. PLANK— 1ST 100'-0" DECORATIVE CMU ABOVE GRADE, SEE ELEVATIONS SMOOTH CMU © WATERPROOFING TERMINATION SMOOTH CMU BELOW GRADE F , 1 1E111_11 dl l 1I I I l l 11 l I I I IIIIII III III—ITIIII 1II=III " •• • ,1E111E111E111E111E111E111E111E111E111 11II =ITl II =I11 I I11111 III III III=III III 111=1 I 1 111 111-1 I I= I - II III III III 111 III P III 111 I1 1-111=III=111=111=111=111=111=111 •1-111-11 11111111E IIIIII--1I I 111— 11L-11 III'1=111= III III toI II 1 IIIIII 111 :HaIII.1 11111111111111111E >:f:d11E111111111 >'an III III=1i1 i r I III III —I I �n III 11 11 111i 1• � � 1111111 IEI I I I I I =11=11=_ _ _ `1=111-111-1 = 11 dill=l l l iI IIII-111EIIIEIII=IIIEIIL—III -III=III=111d1 Illd 11 1I� �1111 11I-1 I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II I lI-1 I II 111-11 = I- -- _Iilillliiillllilili l iilllIII— =ffil TlE111=-1 SLAB @ PERIMETER — GARAGE 89-212 T.O. SLAB @ COLUMNS — GARAGE 89'-0" 0 2' 4' 8' 7 0 U V 0 U 0 0 /^r/ n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: a M ce o O Q N L CL O M Cn O lf) . ON 0 LoO O O vO�U~)�H 0) Lu — Cr O N LU �� J Lf7 LL O c �C) 71- C z Tel: 612.243.4637 CV c0 N— LL LID OW cvL° > cy)� J_ u) i Z 0 o> W a) (a _ co I— 2 CO O 2 U o o O Q QO o U w K Z W t W Z LL51co z2wo awQIL ID<co 0 W = Q = LL I— LL 1— O YWocn IO< Q U Q O W i U 2 W K Q W W = W 7 Z _ Ce CO D NO. 16390 BUILDING SECTIONS A600 02021 Miller Hanson Architects CO o w o z Q J CFB PANEL N / -LIGHT FIXTURE w Q w < PAST AL WEST EXTE10ELEVAT O\ VINYL LAP SIDING 1 VINYL LAP SIDING 2 (-- CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED 1 /8" = 1'-0" �2 DAFT AL WEST EXTE1O ELEVAT O\ 1/8" = 1'-0" 0 I f 0 4' 8' 16' W n ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Tel: 612.243.4637 N O W CO 03 > — 0) _ > z > W O rn cn _ co H co U O w O � z O 0Q a Q 0 O p O U w e z w ce w z p1(7)g z2w0 aw• <W a z2 ¢w ▪ 0 w = Q = a ▪ a~0 Y w O co ▪ ¢Q w<QJ w Oww • w =w(z NO. 16390 N O z N - • w w m H 0 z w o 0 W � H z WEST EXTERIOR COLOR ELEVATION AbOO ©2021 Miller Hanson Architects ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 CFB PANEL SO TH EXTE 0ELEVAT O\ VINYL LAP SIDING 1 VINYL LAP SIDING 2 CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED 1 /8" = 1'-0" \OTH EXTE1O ELEVAT O\ 1 /8" = 1'-0" 0 4' 8' 16 0 4' 8' 1 6' 7 0 U (Y 0 U (Y 0 0 I I L] n COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: Tel: 612.243.4637 N (X:1� Ow cam co Q5 o) _10) _ > Z °' > W O rn cn _ co H co F- U O H z O U▪ cK a a O U O E U WuJ w U w Z a,w'wZ apl(7)g z 2 O aw www aw<H z 2 I- ▪ ¢w a< wI_ w >wOo ▪ a> a U¢0J w w O w cc Waao =wDZ NO. 16390 N O z N O '71- 2w (7) w 00 H Z O-- w O O w 2 1- Q Q z EXTERIOR COLOR ELEVATIONS A501 02021 Miller Hanson Architects c, o w O z 10 N U w w < Q J CFB PANEL VINYL LAP SIDING 1 VINYL LAP SIDING 2 r_ PAST AL FAST EXTER OR FL -VAT O\ CAST STONE ROCK FACE CMU 2 TWO COURSES ROCK FACE CMU, ONE COURSE SMOOTH FACE CMU, REPEATED 1 /8" = 1-0" 0 4' 1F 7 0 nv 0 U r-Y 0 0 ISSUE & REVISION COUNCIL WORK SESSION 10/4/21 COMM #1914 MEP ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: DEVELOPER: 0) w_ °' -c3 co c Q N W J LO LL 0 LC) LC) •_ o_ Tel: 612.243.4637 N co O W CO al • > 0)- 0) _ > z > W O CT)cn _ co I— co U O w O � z O 0Q < < U p O U w e z w ce w z LLpIc7)g z2w0 aw<� a (/)z2 ¢ w ▪ 0 w = Q = 0_LLI-0 Y w O co ▪ ¢Q <0J Et wOw re w w =w(z NO. 16390 N O z N - w O 71- () w m HO z w o O W H z EAST EXTERIOR COLOR ELEVATION PAST AL EAST EXTER 0ELEVAT O\ 1 /8„ = 0 4' 8' 16' ©2021 Miller Hanson Architects SKYLINE KNOW ALL PERSONS BY THESE PRESENTS: That Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, fee owner of the following described property situated in the City of Mounds View, County of Ramsey, State of Minnesota: AND AND AND AND A strip of land 130 feet wide measured at right angles southwesterly of and adjacent to, a line running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the Northeast Quarter of said Section 17, and 250 feet from the east line of said Section 17, and measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132.92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof, to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part lying in the South 175 feet of said North Half, and also excepting therefrom all that part of the Northeasterly 130 feet measured at right angles to said right-of-way line, lying south of the North 75 feet of said North Half. That part of the South 30 feet of the North 1/2 of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying East of Lot 4, Block 1, MOUNDS VIEW INDUSTRIAL PARK. The South 15 feet of the following described parcel: All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. And that the City of Mounds View, a Minnesota municipal corporation, fee owner of the following described property situated in the City of Mounds View, County of Ramsey, State of Minnesota: AND That part of the East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, described as follows: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89°57'36" West, along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42" West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.73 feet; thence South 89°57'36" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Quarter of the Northeast Quarter; thence South 00°36'26" East, along said west line, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. (Torrens Property) That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. And that Gregory S. Kelley and Jane E. Kelley, husband and wife as joint tenants, fee owner of the following described property situated in the City of Mounds View, County of Ramsey, State of Minnesota: Lot 5, Block 1, MOUNDS VIEW INDUSTRIAL PARK. (Torrens Property) Have caused the same to be surveyed and platted as SKYLINE and does hereby dedicate to the public for public use forever the public way and the drainage and utility easements as shown on this plat. In witness whereof said Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota„ has caused these presents to be signed by its proper officer this day of , 20 SIGNED: MOUNDS VIEW ECONOMIC DEVELOPMENT AUTHORITY By STATE OF COUNTY OF Its This instrument was acknowledged before me this day of , 20 by of Mounds View Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the corporation. Notary Public, Signature Notary Public County, Notary Public, Printed Name My Commission Expires: In witness whereof said City of Mounds View, a Minnesota municipal corporation, has caused these presents to be signed by its proper officer this day of , 20 SIGNED: CITY OF MOUNDS VIEW By Its STATE OF COUNTY OF This instrument was acknowledged before me this day of 20 by of the City of Mounds View, a Minnesota municipal corporation, on behalf of the corporation. Notary Public, Signature Notary Public County, Notary Public, Printed Name My Commission Expires: In witness whereof said Gregory S. Kelley and Jane E. Kelley, husband and wife as joint tenants, have hereunto set their hands this day of , 20 George S. Kelley STATE OF COUNTY OF Jane E. Kelley This instrument was acknowledged before me this husband and wife. Notary Public, Signature Notary Public County, day of , 20 Notary Public, Printed Name by Gregory S. Kelley and Jane E. Kelley, My Commission Expires: SURVEYORS CERTIFICATE I Rory L. Synstelien, Licensed Land Surveyor, do hereby certify that I have surveyed or directly supervised the survey of the property described on this plat; prepared this plat or directly supervised the preparation of this plat; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been correctly set; that all monuments indicated on this plat will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this by Rory L. Synstelien, a Licensed Land Surveyor. day of , 20 Notary Public, Signature Notary Public, Printed Name Notary Public County, (CITY), MINNESOTA My Commission Expires: We do hereby certify that on the day of , 20 , the City Council of the (CITY NAME), Minnesota, approved this plat. Also, the conditions of Minnesota Statutes, Section 505.03, Subd. 2, have been fulfilled. , Mayor , City Manager PROPERTY TAX, RECORDS AND ELECTION SERVICES DEPARTMENT Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 Christopher A. Samuel, Ramsey County Auditor/Treasurer. By , Deputy COUNTY SURVEYOR Pursuant to Minnesota Statutes, Section 383A.42, this plat is approved this Daniel D. Baar, L.S, Ramsey County Surveyor COUNTY RECORDER COUNTY OF RAMSEY, STATE I hereby certify that this plat of this day of Book OF MINNESOTA day of , 20 (PLAT NAME) was filed in the office of the County Recorder for public record on , 20 , at o'clock M. and was duly filed in of Plats, Page , as Document Number Deputy County Recorder REGISTRAR OF TITLES COUNTY OF RAMSEY, STATE OF MINNESOTA I hereby certify that this plat of (PLAT NAME) was filed in the office of the Registrar of Titles for public record on this day of , 20 , at o'clock M. and was duly filed in Book of Plats, Page , as Document Number Deputy Registrar of Titles Oo SHEET 1 OF 2 SHEETS SKYLINE -NE Corner of Sec. 17, Twp. 30, Rng. 23 zz N00°36'29"W 1952.66 1 N -- CU ▪ Cn Z cc v . o w a) J • 212.74 L w 0 a) a) W N N a) O a) C J (n W Z a) I Y O N tor). cc 0 M N u a) (n O per \Nay 1 O' 0. 1g31w 141 .5 1\ N5°42c.�5 12 12 r 1\/-- E Line of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 495.00 loeN15° 5 $4 2$ 5 • Nl°26'OS • 58.05 96.73 • -r SOO°36'29"E 424.28 (Desc.= S00°36'26"E) W Line of the E 516.12 Feet -\/I of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 N II) \\`-NE Corner of the SE 1/4 of the NE 1/4 \ and the SE Corner of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 W Z a) pl C O ✓ (7.3. � M r-I W a,• F- '-' a) Li C J _ Z 1 f ) / • N09o235612W2p3.69 --; NO _Hl9hNa'1 ig3780t per ---- _ Doc. No. 294.26 50 25 0 25 50 100 SCALE IN FEET SCALE: 1 INCH = 50 FEET The orientation of this bearing system is based upon Ramsey County Coordinates, North American Datum of 1983, 1986 Adjustment. Denotes 1/2 inch Open Iron Pipe Found, unless otherwise noted Q Denotes 1/2 inch by 14 inch Rebar set marked with plastic cap inscribed "RLS 44565" QO Denotes a Ramsey County Cast Iron Monument. 5 11°332„E 276.00 75 Sanitary Sewer Easement - - ,I per Book 2068, Pg. 770 0I I t1 10 - -o- iijil- 41 I N I N I o 1- / (s / co N • I I \/ *100 Valle 1 1 1 1 1 1 w 0 /' I - I `/ • aY\es /• tI 6 -\\ ' / 11,) I A Y 2 lrl lr 1 ' r". ` ll /72430 $"E ,N13°26 LOT 1 LONG LAKE RD 512°0739 E64530 629.96 618.76 A l I. -I / II / 436.29 / 5 \I I`/ I v N Line of the S 175 Feet of the --� ,- N 1/2 of the SE 1/4 of the NE 1/4 - of Sec. 17, Twp. 30, Rng. 23 N05°18'42"W 663.95 VICINITY MAP SEC. 17 - T30 - R23 RAMSEY COUNTY, MINNESOTA COUNTY RD. H 2 ti v i I Y ' LONG LAKE /,‘l ; I ,1 .l i MUSTANG DR Th RUSH LAKE Il) SOO°36'29"E 30.00 N89°55'23"E 256.13 N Line of the S 30 Feet of the N 1/2 of the SE 1/4 of the NE 1/4 ��-► of Sec. 17, Twp. 30, Rng. 23 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 175 • -- 75 Ill O N N w M (NJ i Ill Lin co co z BLOCK /\ - /\ it f 30 — vl al C a)O E a) N C CO W . > O Z _C pl O E ' m / M \ O 589°55'23' 0 If, N 45.19 \ E 1/4 Corner of Sec. 17, Twp. 30, Rng. 23-\ S00°36'29"E 660.89 ).-SE Corner of the N 1/2 of the SE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 ,A 0 LOT 2 1 20 IF _I a J I- H (n 0 Lu W (n 0 Z 0 O aS a a) v O C a) E a) U) a1 W 0 c a3 a) m a3 C a) 0 20 • E Line of Lot 4, Block MOUNDS VIEW INDUSTRIAL PARK r5\ L / N00°43'41"E 126.59 S89°54'00"W 360.93 7/ ----60---- r� t----60---- NOT TO SCALE Oo SHEET 2 OF 2 SHEETS CBR Rim=891.44 Inv=886.04 SW Inv=885.94 NE Inv=885.59 NW/SE 889.33 Rim=890.22 893.37 xisting Building \ \ \ \ `, 897.5 CBR Rim=897.54 Inv=891.54 E Inv=887.44 NW/SE „viS SSSS si ,,,,,,, ],,.a ,lii�� lTS �Yi SSi SSSS Si SSSS nS S✓,�-r i�,iSSi "SSSSSSSSSSS84.[K,1mXCi SYATSSSSSSSSSSSSSS. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,, • LOWER BASIN NATIVE SEED MIX 5652� 5653 DOG PARK MULCH ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.. r ,,,,,,,,,,y , w ♦�„, etlan,'�. ,,,,, ,,: EDGER, TYP. 2' ROCK MAINTENANCE STRIP, TYP. SOD, TYP. DECORATI ROCK MULCH, TYP. C=908.81'v C� G3 O LD p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Patrick J. Sarver DATE 09/30/21 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 09/30/21 CITY SUBMITTAL DRAWN BY:WMB, BJ, DK REVIEWED BY: DK PROJECT NUMBER: 21186 REVISION SUMMARY DATE DESCRIPTION RENDERED SITE PLAN EX 1.0 Know what's below. Call before you dig. 1 " = 20'-0" 10'-0" 0 20'-0" ri COPYRIC,HT9091 CI\/II SITF GROI IP INC -NE Corner of ) Sec. 17, Twp. 30, Rng. 23 40 X 7/ N00°36'29"W 1952.66 SMH Rim=889 88 -N g84 64 X /--- E Line of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 CBR RI =891 44 In =88604 SW °8594 NE 5 59 NW/SE 7dr STMH RIm=890 22 PRELIMINARY PLAT GENERAL NOTES 93 212.74 .-▪ I W I (L) Z I CU I -C I • O 01 N 1_7 C ^ ice W N Z O v M N N O H t a r- OL.L N ul c U) ▪ U) O /C1 ,_.to‘ $05. �19h o 1g37 141 42`55,EZ85Cgj " 6 1L4.11 6q0 - ,�1,P... T \,- --C.L Fence on Property Line S,t, 0°' Shed opesc. 495.00 PRELIMINARY PLAT: SKYLINE 8982g x X rag 97554E \ 9 in NHS; W g� 2$'NW 8" �h • / X89427 6yq\ 894 82 x S00°36'29"E 424.28 (Desc.= S00°36'26"E) 7 f <13 W z a) O -5 Line of the NE U) O O co M • N rn fV Ill o ° co c0 N a) 0 Or) N C cL 0 rn a I- a) U) O \\`- NE Corner of the SE 1/4 of the NE 1/4 \ and the SE Corner of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 W Z N Cr,.-45 C IY 'I' 0" M W ci_ vF- L O '-' cU) J Z X 901 70 g0p 68 X P.O.B. -, \ \ 69' c.= N09°2342'0 of _ /� 'idr pj 66 (Desc.=-- „..----- 203.69 nper - =---I-- = Hl9lV a'1 Eisle. 1 . _o / ��- __ Doc. No. 1 �9Ra v �49R t I m .888 36 ? gp463 ' I Y � trj 1+) • i ' r I I\ / Ildth V arles /'--'-g0z7n A I W Line of the E 516.12 Feet-\J of the NE 1/4 of the NE 1/4 of Sec. 17, Twp. 30, Rng. 23 ,,xisting Building 294.26 894 37 56:! �X-893-5-e 892 7, \- per Bo k 2068�g. 7�--'\ Ir .0 �N� 892 2^ �_ �I I 6�1 Sanitary Sewer Easement- iitl X 8`/ per Book 2068, Pg. 770 01 e°` '-I $1 10-� $' 09 8g468 894 84 PROPERTY DESCRIPTION: A strip of land 130 feet wide measured at right angles southwesterly of and adjacent to, a line running southeasterly from a point on the north line of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, and 385 feet from the east line of said Section 17, to a point on the south line of the North Half of the Southeast Quarter of the Northeast Quarter of said Section 17, and 250 feet from the east line of said Section 17, and measuring 132.94 feet on the north line of said Southeast Quarter of Northeast Quarter, and 132.92 feet on the south line of said North Half of the Southeast Quarter of the Northeast Quarter, excepting the North 75 feet and the South 75 feet of said tract. AND AND AND AND AND AND All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. All that part of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west of the northeast corner thereof, to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast comer thereof, to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part lying in the South 175 feet of said North Half, and also excepting therefrom all that part of the Northeasterly 130 feet measured at right angles to said right-of-way line, lying south of the North 75 feet of said North Half. That part of the South 30 feet of the North 1/2 of the Southeast 1/4 of the Northeast 1/4 of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying East of Lot 4, Block 1, MOUNDS VIEW INDUSTRIAL PARK. The South 15 feet of the following described parcel: All that part of the South 175 feet of the North Half of the Southeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, lying northeasterly of a line run from a point on the north line of said North Half, 558.78 feet west from the northeast corner thereof to a point on the south line of said North Half, 504.33 feet west of the southeast corner thereof, and lying southwesterly of a line run from a point on the north line of said North Half, 385 feet west from the northeast corner thereof to a point on the south line of said North Half, 250 feet west from the southeast corner thereof, said line being the southwesterly right-of-way line of State Trunk Highway No. 8, excepting therefrom all that part of the Northeasterly 130 feet, measured at right angles from said right-of-way line thereof, lying north of the South 75 feet of said North Half, and except therefrom the South 30 feet of said North Half. That part of the East 516.12 feet of the Northeast Quarter of the Northeast Quarter of Section 17, Township 30 North, Range 23 West, Ramsey County, Minnesota, described as follows: Commencing at the southeast corner of said Northeast Quarter of the Northeast Quarter; thence South 89°57'36" West, along the south line of said Northeast Quarter of the Northeast Quarter, a distance of 385.00 feet to the point of beginning of the parcel to be described; thence North 09°23'42" West, a distance of 203.69 feet; thence North 15°25'51" West, a distance of 96.73 feet; thence South 89°57'36" West, parallel with the south line of said Northeast Quarter of the Northeast Quarter, a distance of 75.28 feet to the west line of said East 516.12 feet of the Northeast Quarter of the Northeast Quarter; thence South 00°36'26" East, along said west line, a distance of 294.26 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89°57'36" East, along said south line, a distance of 131.15 feet to the point of beginning; EXCEPT the North 12 feet thereof. (Torrens Property) That part of the North 212.74 feet of South 495 feet of East 516.12 feet of Northeast Quarter of the Northeast Quarter of Section 17, Township 30, Range 23, Ramsey County, Minnesota, lying southwesterly of Highway. r X nl arp— M M\\�895�� asement N y 89414 r wet/an I (1-0catea� 896 66 0 9o12-6 \__-C.L Fence W of Property Line DATE OF PREPARATION: 9-29-2021 APPLICANT: MWF Properties 7645 Lyndale Ave S Minneapolis, MN 55423 Contact: Peter Worthington 612-259-7110 peterworthington@mwfproperties.com 9p096 �- x ec.),,'/ 9pog9 X \ Pew / S ,R I 907 84 X I ----;v1)° 90725 ;� �1 0 -� /�/ ►� 9p6 0X _ i 9 0 553 6� �Q / 16, sq0/ 0 -9, 9/"\ V X 911 73 9.`0 436.29 X Mo 66 )\ X 91220 �✓% '?--1' �'c' `%. �n rn X9 /� g1516 �c 911 53 / 1 2� 7°o°] �2h��1A� X 91473 \VX s�22, 91266 9)2)6 X n 1 V 1 f I X g12�` `X 91� p 9 011 9,201� \\ A113 9,224 \ r Ul` ao X / \ 912 64 x ` 99 0166 9. R196t of pc rqu\tIP C'ocs SOO°36'29"E 30.00 CBR ��° RIm=907 05 9p Inv=901 75 SW --- X Inv=899 05 N/s N.- 5\'Ti_ 90 X" ° -' \y ^6 9p0147'�// \ ZO-0 X''', i r' g0� 00 / / / '� P°�� N Line of the S eet e9- �_- c'k N 1/2 of the SE 1/4 of the NE 1/4 -► 2 ' 0n,�/ 23 tm \- p O; RQ R m=906 05 n X / Inv=902 35 7 X gto63 E 1/4 Corner of Sec. 17, Twp. 30, Rng. 23-\ S00°36'29"E 660.89 71-SE Corner of the N 1/2 of the SE 1/4 of the I NE 1/4 of Sec. 17, Twp. 30, Rng. 23 �30— / 9p62y 9p69 X 909 76 913 97 X 92 5 79 926\ g13g1 / f1 9 8 V'9.- - -I" -52 5-1- -- ----3.) 1\1\v 1r 5_N Line of the S 175 Feet of the --,. ,,� 4 ,`92�J14� \ \/� s7 g' N 1/2 of the SE 1/4 of the NE 1/4 X / B LO C K of Sec. 17, Twp. 30, Rng. 23 IX 9, / I X 91460 I / N r-s n\I I ‘_ [C] Fence Crosses--\ / I / Property Line f 9 N05°18'42"W 663.95 M o ' / N N L- n O Ln O 0 Ol O CO N to N u) u� cc U) 46.0V r-I w is c C cL 0) 0 0 a 1-1 0 �WW� cU)Z J N a) U U) .6., .6., U) ° TC=908 81 �'3s. Block \ E Line of Lot 4, -�� VIEW INDUSTRIAL PARK \ °o— MOUNDS v / \ os 5439 X 90523 x 90552vv— 90 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\\\ \ \ \ \ \ \ \ \ \ N \ \ \ \ \ \ BENCHMARKS: Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the west side of Old Highway 8 approximately 60 feet easterly of the southeast corner of subject property. Elevation = 910.46. AREAS: Proposed Lot 1 = 169,083 Sq. Ft. or 3.881 Acres Proposed Lot 2 = 53,540 Sq. Ft. or 1.230 Acres Misc Area (Portion of 30' Strip lying within Old Hwy 8 and 1-35 W/U.S. Hwy 10) = 7,592 Sq. Ft. or 0.174 Acres Total Property Area = 230,215 Sq. Ft. or 5.285 Acres FLOOD ZONE: This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27123C0004G, effective date of June 4, 2010. Rory L. Synstelien Minnesota License No. 44565 rory©civilsitegroup.com E F 0 0H Existing Building -» » x T 4 d 4 d 50 25 / TT1 1 \901 0 25 50 100 • SCALE IN FEET Linetype & Symbol Legend ELECTRIC LINE ELECTRIC LINE (RECORD) FIBER/COMM. LINE FIBER/COMM. LINE (RECORD) GASMAIN GASMAIN (RECORD) OVERHEAD UTILITIES SANITARY SEWER SANITARY SEWER (RECORD) STORM SEWER STORM SEWER (RECORD) TELEPHONE LINE TELEPHONE LINE (RECORD) WATERMAIN WATERMAIN (RECORD) CHAINLINK FENCELINE WOODEN FENCELINE GUARDRAIL CONCRETE SURFACE PAVER SURFACE BITUMINOUS SURFACE GRAVEL/LANDSCAPE SURFACE ❑A AIR CONDITIONER © CABLE TV BOX ® ELECTRIC MANHOLE I� ELECTRIC TRANSFORMER e ELECTRICAL METER ® FIBER/COMM. MANHOLE U, POWER POLE GUY WIRE © GAS METER © GAS MANHOLE GAS VALVE ® ROOF DRAIN ® SEWER CLEAN OUT QS SANITARY MANHOLE 101 STORM MANHOLE CATCH BASIN FLARED END SECTION TELEPHONE BOX TELEPHONE MANHOLE TRAFFIC SIGNAL HYDRANT FIRE CONNECTION POST INDICATOR VALVE WATER MANHOLE WATER VALVE WELL w ❑H 0 0 GU=907 81 =907 88 N00°43'41"E 126.59 X UTILITY VAULT UTILITY MANHOLE ELECTRICAL OUTLET HAND HOLE BOLLARD FLAG POLE FUEL TANK HANDICAP SYMBOL LIGHT POLE MAIL BOX SIGN CONIFEROUS TREE DECIDUOUS TREE SOIL BORING • FOUND IRON MONUMENT O SET IRON MONUMENT O CAST IRON MONUMENT SB J I- H U) 0 W_ U) 0 0 0 a c L N a C a) a U t6 W -a C n3 N C c(13 0 S89°54'00"W 360.93 z -41 G3 M Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 CD ■ 4943 and 4889 Old Highway 8, Mounds View, Ramsey County, Minesota 55112 MWF Properties F- z w J 0 7645 Lyndale Ave S, Minneapolis, MN 55423 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE 9-29-2021 LICENSE NO. 44565 QA/QC FIELD CREW DRAWN BY REVIEWED BY CJ RS UPDATED BY u LJ VICINITY MAP .9 a >^� E C REVISION SUMMARY DATE DESCRIPTION PROJECT NO.: PRELIMINARY PLAT V2.0 AND Lot 5, Block 1, MOUNDS VIEW INDUSTRIAL PARK. (Torrens Property) ©COPYRIGHT 2021 CIVIL SITE GROUP INC. Item No: 06A Meeting Date: Nov 3, 2021 Type of Business: Reports Planning Case: (N/A) City of Mounds View Staff Report To: Planning Commission From: Jon Sevald, Community Development Director Item Title/Subject: Resolution 1142-21, Recommending 2022-2024 Appointments to the Planning & Zoning Commission Introduction: The Mounds View Planning Commission consists of seven Mounds View residents who are not elected officials. Commission members are appointed by the City Council based upon recommendations made by the Commission, to three-year terms. The Commission currently has three members whose terms expire on December 31, 2021 (French, Monn, and Nelson). The City solicited applications from the public to serve on advisory commissions, including the Planning Commission. The City received five applications for the Commission. These applications are included in the attachments. Applicants have been invited to attend the November 3rd Planning Commission meeting. Recommendation: The Planning Commission is requested to review these applications, and approve the Resolution, recommending appointments to the Commission. The City Council will take action at its November 22rd meeting. Respectfully, 4eNaS49 Jon Sevald, AICP Community Development Director Attachments Resolution 1142-21 Application, Marsha Anderson Application, Jason French Application, Curtis Marcus Application, Danny Nelson Application, Janelle Nelson The Mounds View Vision A Thriving Desirable Community RESOLUTION 1142-21 STATE OF MINNESOTA COUNTY OF RAMSEY CITY OF MOUNDS VIEW A RESOLUTION RECOMMENDING APPOINTMENTS TO THE MOUNDS VIEW PLANNING AND ZONING COMMISSION WHEREAS, the Mounds View City Code, Chapter 33 establishes a Planning and Zoning Commission consisting of seven members of the resident population, other than elected officials, to be appointed by the City Council based upon the recommendation of the Planning and Zoning Commission. Such Commission members may be appointed to three year terms; and, WHEREAS, three Commission member's terms expires on December 31, 2021. The City solicited applications for city advisory commissions. The City received five applications to serve on the Planning and Zoning Commission; and, THEREFORE, BE IT RESOLVED, based upon the review of applications for Planning and Zoning Commission members, the Commission hereby recommends to the City Council that the following residents be appointed to the Mounds View Planning and Zoning Commission for terms expiring December 31, 2023: BE IT FINALLY RESOLVED, that the Mounds View Planning Commission directs Staff to forward this resolution to the City Council prior to approval of the minutes. Adopted this 3rd day of November, 2021. Gary Rundle, Chair ATTEST: Jon Sevald, Community Development Director The Mounds View Vision A Thriving Desirable Community 9/27121, 7:35 AM Revize Online Forms Request has been sucessfully updated. Advisory Board/Committee/Commission Application Submitted by: MARSHA ANDERSON Status: Acknowledged MOUNDS VIEW ADVISORY BOARD/COMMITTEE/COMMISSION APPLICATION 2401 Mounds View Boulevard * Mounds View MN 55112-1499 (763) 717-4000 * Fax (763) 717-4019 infoPmoundsviewmn.org I www.moundsviewmn.org * First Name MARSHA MI * Last Name ANDERSON Address naaRTOVUOCKKXMOCXXXXXXXXXXX City State Zip Code Mounds View MN 55112 Phone 1 Phone 2 Years at this Address Years in Mounds View 2.5 2.5 * Email Doindatozoboonoc valid email required Commission/Committee Applying For: ❑ Economic Development Commission (meets 3rd Thursday at 7:30 AM)) CS Planning Commission (meets 1st and 3rd Wednesday at 7:00 PM) 151 Parks, Recreation & Forestry Commission (meets 4th Thursday at 6:30 PM) ❑ Police Advisory Commission (meets on an "as needed" basis) ❑ Comprehensive Plan Task Force (meeting dates to be determined) ❑ Parks & Recreation Advisory Committee (meets quarterly, daytime meetings) If applying for Economic Development Commission, check one box below: ❑ EDC - Resident Representative ❑ EDC - Business Representative If applying fore more than one, please indicate your 1st, 2nd, etc. preference to serve: Print either https://moundsviewmn.rja.revize.com/reports/1 68938 1 /2 9/27/21, 7:35 AM Revize Online Forms Ex • erience and Qualification Skills and Interestes Due to my experience and education, I'm interested in learning more about how the committees within the city work separately and together to accomplish projects to make the city work better. Employment, Occupations or Other Relevant Experience I have experience with the USDA/Farm Service Agency, Fortune 500 companies, and multiple nonprofits (Children's MN, Greater Twin Cities United Way, Catholic Charities, and more). Currently I work for the City of Minneapolis Department of Health. Memberships, Accomplishments or Other Qualifications I have a BS in natural resources conservation and a Masters of Public and Nonprofit Administration. 1 have also completed residential energy auditor training at Dunwoody. What is your reason for wanting to service on this Commission/Committee Upon moving to Moundsview I had to apply for a variance to build a garage and breezeway on my lot as there was no garage. I'm interested in learning more about how this Commission functions. As for the Park, Recreation, and Forestry Commission, I chose my undergraduate studies based on my interest in the natural environment and helping people appreciate it. Please attach additional information if desired: Choose File Optional No file chosen PRIVACY NOTICE: The information provided by you on this application will be used to determine your suitability for appointment to an advisory commission. Participation as an advisory commission member is strictly voluntary and you are not required by law to provide this information. However, should you not furnish this information the City may have difficulty determining your suitability for appointment, contacting you regarding your information, and if selected, notifying you of your duties on the advisory commission. Under Minnesota State Statute 13.601, subd.3, the following information is considered public information before appointment: name, city of residence, education and training, employment history, volunteer work, awards and honors, prior government service, veteran status. Once an individual is appointed, the following additional items of data are considered public: residential address, telephone number, email address. I have read and understand the Tennessean Warning and certify that the statements in this application are true and correct to the best of my knowledge: Applicant Signature Date Marsha Anderson 09/26/2021 Format: MM/DDTYYYY The City of Mounds View is committed to the policy that all persons shall have access to its programs, facilities and employment without regard for race, ethnicity, gender, age or physical abilities. https://moundsviewmn. rja.revize.com/reports/168938 2/2 10/13/21, 3:21 PM Revize Online Forms Request has been sucessfully updated. Advisory Board/Committee/Commission Application Submitted by: Jason French Status: Open MOUNDS VIEW ADVISORY BOARD/COMMITTEE/COMMISSION APPLICATION 2401 Mounds View Boulevard * Mounds View MN 55112-1499 (763) 717-4000 * Fax (763) 717-4019 infoPmoundsviewmn.org I www.moundsviewmn.org * First Name Jason Address SCIMMANWiclUacXX City Mounds View Phone 1 * Email X. IXXXrXb XjklaXXXXX valid email required MI M Phone 2 k Last Name French State Zip Code MN 55112 Years at this Address Years in Mounds View 3 23 Commission/Committee Applying For: ❑ Economic Development Commission (meets 3rd Thursday at 7:30 AM)) ❑ Planning Commission (meets 1st and 3rd Wednesday at 7:00 PM) ❑ Parks, Recreation & Forestry Commission (meets 4th Thursday at 6:30 PM) ❑ Police Advisory Commission (meets on an "as needed" basis) ❑ Comprehensive Plan Task Force (meeting dates to be determined) ❑ Parks & Recreation Advisory Committee (meets quarterly, daytime meetings) If applying for Economic Development Commission, check one box below: ❑ EDC - Resident Representative ❑ EDC - Business Representative If applying fore more than one, please indicate your 1st, 2nd, etc. preference to serve: Print https://moundsviewmn.rja.revize.com/reporls/173133 1 /2 10/13/21, 3:21 PM Revize Online Forms Ex • erience and Qualification Skills and Interestes Data Analytics, SQL, Data Visualization, Biking, House Repair, Outdoor Activities Employment, Occupations or Other Relevant Experience Medtronic - Advanced Analytics Manager Memberships, Accomplishments or Other Qualifications 6 years of service ❑n the Mounds View Planning Commission What is your reason for wanting to service on this Commission/Committee I love the city of Mounds View and want to be of service to the city. Please attach additional information if desired: Choose File Optional No file chosen PRIVACY NOTICE: The information provided by you on this application will be used to determine your suitability for appointment to an advisory commission. Participation as an advisory commission member is strictly voluntary and you are not required by law to provide this information. However, should you not furnish this information the City may have difficulty determining your suitability for appointment, contacting you regarding your information, and if selected, notifying you of your duties on the advisory commission. Under Minnesota State Statute 13.601, subd.3, the following information is considered public information before appointment: name, city of residence, education and training, employment history, volunteer work, awards and honors, prior government service, veteran status. Once an individual is appointed, the following additional items of data are considered public: residential address, telephone number, email address. have read and understand the Tennessean Warning and certify that the statements in this application are true and correct to the best of my knowledge: Applicant Signature Date Jason French 10/13/2021 Format: MM/DD/YYYY The City of Mounds View is committed to the policy that all persons shall have access to its programs, facilities and employment without regard for race, ethnicity, gender, age or physical abilities. https://moundsviewmn.rja.revize.com/reports/173133 2/2 10/27/21, 4:38 PM Revize Online Forms Request has been sucessfully updated. Advisory Board/Committee/Commission Application Submitted by: Marcus Curtis Status: Open * First Name MouNDs VIEw ADVISORY BOARD/COMMITTEE/COMMISSION APPLICATION 2401 Mounds View Boulevard * Mounds View MN 55112-1499 (763) 717-4000 * Fax (763) 717-4019 info@moundsviewmn.org I www.moundsviewmn.org MI * Last Name Marcus Curtis Address X0960XCMWRXXXXXX City Mounds View Phone 1 Phone 2 TGOOMMEXXXXXXXXXXXXXXXXX)QQX ( $Q XXX * Email xxx4-ixikxneZomaloGorxxxxxxx valid email required State MN Zip Code 55112 Years at this Address Years in Mounds View <1 <1 Commission/Committee Applying For: ❑ Economic Development Commission (meets 3-4 times per year and as needed thereafter) ▪ Planning Commission (meets 1st and 3rd Wednesday at 7:00 PM) ❑ Parks, Recreation and Forestry Commission (meets 4th Thursday at 6:30 PM) 0 Police Advisory Commission (meets as needed) ❑ Sustainability Committee (now forming) If applying for Economic Development Commission, check one box below: ❑ EDC - Resident Representative 0 EDC - Business Representative If applying fore more than one, please indicate your 1st, 2nd, etc. preference to serve: Print x•erience and Qualifications https://moundsviewmn.rja.revize.com/reports/175851 1/3 10/27/21, 4:38 PM Revize Online Forms Skills and Interestes I possess strong leadership and team development skills and enjoy working with close groups of individuals towards a common goal. My interests include construction, building science and design, and civic planning. I take interest in understanding individual interests in projects both within the community and region as a whole. Employment, Occupations or Other Relevant Experience I currently serve as the Director of Property Services for a third party fee management company managing over 5,000 market rate multifamily units throughout the Twin City metro. I oversee the day-to-day operation of the organizations service department, grounds division, as well as the construction and renovations division. I have worked closely with my organizations clients in taking blighted real estate and repositioning it to not only perform as a better investment but to also provide safer and more modern housing options to the community. I have taken much pride in playing a major role in transforming many neighborhoods through hands-on management and thoughtful efforts to add value to the communities my team and I have improved. I am well versed in the process of city governance, plan review and zoning, permitting process and all related facets of property development, maintenance and improvement. Through my work I have a strong understanding of residential development and a unique perspective on how municipal government can support healthy, affordable housing stock. Memberships, Accomplishments or Other Qualifications Since 2014, I have been involved in the renovation of over 3,500 multifamily units throughout the Twin Cities. I have personally overseen capital improvements of commercial residential properties in excess of $16million including buildouts, exterior improvements, common area improvements and building system upgrades. I am a member of the Minnesota Multi -Housing Association, the Institute or Real Estate Management (IREM), have served at Executive Council of IREM Chapter 45 and am an Accredited Residential Manager (ARM) through the Institute of Real Estate Management. What is your reason for wanting to service on this Commission/Committee My wife, Sarah and I moved from Fridley in May of 2021 to Mounds View where we fell in love with our home on Spring Lake Road. Admittedly, when living in Fridley I knew I wanted to be involved in the local government to contribute to the success of my neighborhood. We adopted our neighborhood park and picked up trash for several blocks surrounding us. We owned two fourplex buildings in this neighborhood and I wanted to contribute in someway greater within that community where we had made significant investments. While we still contribute to our neighborhood in Fridley, our new home in Mounds View I see as a permanent fixture in my personal life as my wife and I raise our 1 year old son and hopes of future children. Mounds View is our home, the school districts are great, and our children will say they grew up in Mounds View. I want to serve on the planning commission for the City of Mounds View to do my part in the continued success of our new neighborhood and community at large. Please attach additional information if desired: Choose File Optional No file chosen PRIVACY NOTICE: The information provided by you on this application will be used to determine your suitability for appointment to an advisory commission. Participation as an advisory commission member is strictly voluntary and you are not required by law to provide this information. However, should you not furnish this information the City may have difficulty determining your suitability for appointment, contacting you regarding your information, and if selected, notifying you of your duties on the advisory commission. Under Minnesota State Statute 13.601, subd.3, the following information is considered public information before appointment: name, city of residence, education and training, employment history, volunteer work, awards and honors, prior government service, veteran status. Once an individual is appointed, the following additional items of data are considered public: residential address, telephone number, email address. have read and understand the Tennessean Warning and certify that the statements in this application are true and correct to the best of my knowledge: Applicant Signature Date Marcus Curtis 10/25/2021 Format: MM/DD/YYYY The City of Mounds View is committed to the policy that all persons shall have access to its programs, facilities and employment without regard for race, ethnicity, gender, age or physical abilities. Economic Development Commission The EDC is an advisory commission to the EDA consisting of seven members, (four resident representatives of Mounds View and three business representatives). While the commission doesn't have the authority to take action, it serves as a sounding board for the EDA. Examples of commission projects are economic development marketing/branding initiatives, brainstorming ideas for redevelopment sites, reviewing https://moundsviewmn.rja.revize.com/reports/175851 2/3 10/27/21, 4:38 PM Revize Online Forms financing and economic development policies, hearing from speakers on hearing economic development updates & issues affecting Mounds View, and setting annual priorities as it relates to assisting the EDA's initiatives. Planning Commission The Planning and Zoning Commission provides recommendations to the City Council on Planning Applications, such as subdivisions, conditional use permits, and ordinance amendments. The Commission, acting as the Board of Adjustments, has authority to approve Variances. Parks, Recreation and Forestry Commission The Parks, Recreation and Forestry Commission provides recommendations to the City Council for the development and improvement of parks within the City. The Commission also makes recommendations to the City on all matters affecting Parks and Recreation programs. Police Advisory Commission The Police Advisory Commission assists and advises the City Council and the Police Department with enhancing awareness of Police Department capabilities and services; provides an opportunity for citizen involvement in police services; and encourages positive exchange between the Police Department and the community. Sustainability Committee The Sustainability Committee will review the sustainability on all City Infrastructure: Water, Sewer, Storm Water, Streets with the focus and passion on the Environmental aspect. https://moundsviewmn.rja.revize.com/reports/175851 3/3 MoUNnSViEw ADVISORY BOARD/COMMITTEE/COMMISSION APPLICATION 2401 Mounds View Boulevard " Mounds View MN 55112-1499 (763) 717-4000 • Fax (763) 717-4019 info{u7mQundsviewmn.org I www.maundsviewrnn org rst Name Address Ci:40+v012 V(CW Email valid email required MI Last NaPel(4-12 e �l State Years at this Address Commission/Committee Applying For: ❑ Economic Development Commission (meets 3rd Thursday at 7:30 AM)) Warming Commission (meets 1st and 3rd Wednesday at 7:00 PM) ❑ Parks, Recreation & Forestry Commission (meets 4th Thursday at 6:30 PM) ❑ Police Advisory Commission (meets an an "as needed" basis) ❑ Comprehensive Plan Task Force (meeting dates to be determined) ❑ Parks & Recreation Advisory Committee (meets quarterly, daytime meetings) If applying for Economic Development Commission, check one box below: ❑ EDC - Resident Representative ❑ EDC - Business Representative If applying fore more than one, please indicate your 1st, 2nd, etc. preference to serve: Experience and Qualifications Skills and Interestes b‘i °VA) I ?"40( f4644/69lA Employment, Occupations or Other Relevant Experience Zip Code cio. Years in Mounds View Memberships, Accomplishments or Other Qualifications What is your reason for wanting to service on this Commission/Committee ei43* -fs,16611u- Please attach additional information if desired: Choose File No file chosen Optional i PRIVACY NOTICE: The information provided by you on this application will be used to determine your suitability for appointment to an advisory commission. Participation as an advisory commission member is strictly voluntary and you are not required by law to provide this information. However, should you not furnish this information the City may have difficulty determining your suitability for appointment, contacting you regarding your information, and if selected, notifying you of your duties on the advisory commission. Under Minnesota State Statute 13.601, subd.3, the following information is considered public information before appointment: name, city of residence, education and training, employment history, volunteer work, awards and honors, prior government service, veteran status. Once an individual is appointed, the following additional items of data are considered public: residential address, telephone number, email address. I have read and understand the Tennessean Warning and certify that the statements in this application are true and correct to the best of my knowledge: Appli t 5ignat e Date M M/DDJYYYY Format MM/OD/YYYY ta(12(2/ The City of Mounds View is committed to the policy that all persons shall hove access to its programs, facilities and employment without regard for race, ethnicity, gender, age or physical abilities. 10/20/21, 9:09 AM Revize Online Forms Request has been sucessfully updated. Advisory Board/Committee/Commission Application Submitted by: Janelle Nelson Status: Open First Name Janelle Address MOUNDS VIEW ADVISORY BOARD/COMMITTEE/COMMISSION APPLICATION 2401 Mounds View Boulevard * Mounds View MN 55112-1499 (763) 717-4000 * Fax (763) 717-4019 infoPmoundsviewmn.org I www.moundsviewmn.org City Mounds View Phone 1 Phone 2 3660MillxxxxxxxxxxxoXlkx * Email valid email required MI * Last Name S Nelson State Zip Code MN 55112 Years at this Address Years in Mounds View 24 24 Commission/Committee Applying For: O Economic Development Commission (meets 3rd Thursday at 7:30 AM)) CS Planning Commission (meets 1st and 3rd Wednesday at 7:00 PM) Parks, Recreation & Forestry Commission (meets 4th Thursday at 6:30 PM) ❑ Police Advisory Commission (meets on an "as needed" basis) ❑ Comprehensive Plan Task Force (meeting dates to be determined) ❑ Parks & Recreation Advisory Committee (meets quarterly, daytime meetings) If applying for Economic Development Commission, check one box below: EDC - Resident Representative ❑ EDC - Business Representative If applying fore more than one, please indicate your 1st, 2nd, etc. preference to serve: Print EDA, Planning Commission, Parks/Rec/Forestry https://moundsviewmn.rja.revize.com/reports/1 74334 1/3 10/20/21, 9:09 AM Revize Online Forms Ex • erience and Qualification Skills and Interestes Prior to my retirement in 2016, I spent 33 years in finance, the last 14 as a Equity Research/Portfolio Analyst at RBC Wealth Management. My responsibilities included the creation and co -management of, two very popular investment vehicles for the firm, tailored to individual investors. When I retired, we had $2.5 billion in assets under management. The strategies, a high quality dividend growth portfolio, and an equity income portfolio; provided an attractive income stream for individual investors (average 3% for dividend growth/3.5% for equity income) as well as capital appreciation; we outperformed our relative benchmark for 12 of those 14 years. More importantly, I was required to evaluate individual stocks with my co -manager's involvement, examine the underlying business model as well as valuation and suitability for inclusion in this research -driven, diversified portfolio approach. It required extensive knowledge of individual industries, the stock market, domestic and global economic environments, changing trends and impact of domestic and global political. I learned to shift when it was the least comfortable, defend my choices, explain when choices did not "work", and accept responsibility for all moves, which may help me in the responsibilities with the EDA committee. I work well with diverse personalities. My work required a high degree of verbal and written communication, through written reports, industry updates and co -hosting a "morning radio -type show" for our financial advisors. Additionally, during my time at RBC, I represented the company as a speaker at client events, discussing the market, industry sectors and stocks on CNBC, Bloomberg, and local/regional news media, quoted in the Wall Street Journal, the NYTimes, StarTribune, among others. Post retirement, I am a mentor at Hamline University, working with undergraduate and graduate students, helping them evaluate career options within the business school, and working with them to polish their speaking and writing skills, in addition to networking and application process for internships. I also teach a personal finance seminar each year, tailored towards college students. Employment, Occupations or Other Relevant Experience RBC Wealth Management, 1993-2016: Research/Portfolio Analyst Prior brokerage firm work includes Shearson Lehman Brothers, Dean Witter -- 1984-1993: administrative and sales positions. Mentor, Hamline School of Business: 2017-current (program started in 2017) Memberships, Accomplishments or Other Qualifications Mentor, Hamline University School of Business - 2017-present Elections Judge, Mounds View area since 2016 BA in Political Science, Economics minor (1984) Training, Dale Carnegie Built two broadly successful portfolio strategies from scratch, growing them to assets under management of $2.5 billion. What is your reason for wanting to service on this Commission/Committee This is the time in my life when I have the time, energy and resources to give back. I can think of nothing more interesting, more fun or better suited to my skill set and resources, than to serve Mounds View, where I have lived for 24 years, in the capacity of the Economic Development Commission, the Park/Rec/Forestry Committee or the Planning commission. Please attach additional information if desired: Choose File Optional No file chosen PRIVACY NOTICE: The information provided by you on this application will be used to determine your suitability for appointment to an advisory commission. Participation as an advisory commission member is strictly voluntary and you are not required by law to provide this information. However, should you not furnish this information the City may have difficulty determining your suitability for appointment, contacting you regarding your information, and if selected, notifying you of your duties on the advisory commission. Under Minnesota State Statute 13.601, subd.3, the following information is considered public information before appointment: name, city of residence, education and training, employment history, volunteer work, awards and honors, prior government service, veteran status. Once an individual is appointed, the following additional items of data are considered public: residential address, telephone number, email address. have read and understand the Tennessean Warning and certify that the statements in this application are true and correct to the best of my knowledge: Applicant Signature Date Janelle S. Nelson 10/19/2021 Format: MM/DDIYYYY The City of Mounds View is committed to the policy that all persons shall have access to its programs, facilities and employment without regard for race, ethnicity, gender, age or physical abilities. https://moundsviewmn.rja.revize.com/reports/1 74334 2/3 DRAFT PROCEEDINGS OF THE MOUNDS VIEW PLANNING COMMISSION CITY OF MOUNDS VIEW RAMSEY COUNTY, MINNESOTA Regular Meeting October 20, 2021 Mounds View City Hall 2401 Mounds View Boulevard, Mounds View, MN 55112 1. Call to Order The meeting was called to order by Chair Rundle at 7:00 p.m. for October 20, 2021. 2. Roll Call Members Present: Commissioners Farmer, French, Monn, Munson, Nelson, Rundle, and Stevenson. Absent and Excused: None. Also Present: Community Development Director Jon Sevald and Council Member Gary Meehlhause. Index to Minutes Resolution 1130-21, Variance to reduce the side yard setbacks for a Driveway at 5045 Red Oak Drive Approval of Minutes Page 2 4 3. Special Order of Business None. 4. Citizens Requests and Comments on Items Not on the Agenda None. Mounds View Planning Commission October 20, 2021 Regular Meeting Page 2 5. Planning Cases A. PUBLIC HEARING: Resolution 1139-21, Variance to reduce the side yard setback for a Driveway at 5045 Red Oak Drive Community Development Director Sevald stated the applicant replaced the driveway and extensive landscaping in September 2021, such that the driveway has a 0' side yard setback, whereas a minimum of 5' is required. Mr. Firkus applied for, and received a Zoning Permit after -the -fact, pending approval of a Variance, or removal of the 5' side yard encroachment. The new driveway is two cars wide, whereas the previous driveway was one car wide. The new driveway is similar to others on the west side of the block. There are seven homes (all identical) with driveways onto Red Oak Drive. Of these seven, six have driveways with a 0' setback (including the applicant's). All of these homes were built in 1956 with a single tuck under garage. In researching driveway permit histories for each of these homes, one record was found. In 2015, the City issued a permit for 5079 Red Oak Drive, allowing the existing driveway to be replaced as -is with a 0' side yard setback. Non -conforming uses may be continued, repaired, and replaced, but cannot be expanded without a Variance. The situation with 5045 Red Oak is different from the others, because they all have been non -conforming for many years and allowed to continue, whereas the applicant's driveway was conforming up until now, and cannot be expanded without a Variance. Community Development Director Sevald explained in addition to the landscaping installed, a shed was installed with a 1' side yard setback. The applicant has been advised that approval of a Variance for the shed would be unlikely, and has agreed to move the shed to be in compliance. It was noted staff recommends approval. It is reasonable for single-family homes to have a two -car wide driveway. This home and others on the west side of the street were constructed in 1956 with a one -car wide driveway. Since this time, the other homes (except the applicant's) have expanded their driveways with a 0' setback. It is reasonable for the applicant to do the same. Changes in topography makes it impractical to expand towards the interior of the property. Staff recommended the Planning Commission hold a public hearing and approve the variance as requested. Chair Rundle opened the public hearing at 7:05 p.m. There being no comments from the public, Chair Rundle closed the public hearing at 7:05 p.m. Commissioner Nelson explained the applicant was bringing his property into conformance with the neighboring properties. He expressed concern with the fact the applicant was asking for approval after already completing the work on his property. Steve Firkus, 5045 Red Oak Drive, indicated this was all new territory for him. He reported once the City contacted him and told him what to do, he applied for a permit because this would bring consistency and safety to this property. He stated he was not aware he would need a variance, but has since been working with staff through this process. Mounds View Planning Commission October 20, 2021 Regular Meeting Page 3 Commissioner Nelson inquired why the contractor did not request a permit for the work. Gary Anderson stated he was a landscaping contractor. He explained he had the understanding the retaining walls and patios were compliant. He reported he subcontracted the concrete work. Commissioner Nelson questioned how the concrete subcontractor was not aware of the fact he would need a permit to pour concrete in the City. Mr. Anderson indicated this may be the case, but noted he was a landscaping contractor and he apologized for this oversight. Community Development Director Sevald discussed how zoning codes vary from city to city. Commissioner Monn asked if the variance was only for the driveway. Mr. Firkus reported this was the case. Commissioner Nelson discussed how zero lot line driveways can be a concern when properties sell or new neighbors move in. Chair Rundle commented if the house were to sell in the next two or three years the variance would remain with the property. Community Development Director Sevald reported this was the case. Commissioner Stevenson stated most driveways receive a four foot variance and not a zero foot setback. However, because the neighbors have a zero foot setback, he could support Mr. Firkus also having a zero foot setback for the driveway. He explained he did not want it to become the norm for residents to request variances after the fact. MOTION/SECOND: Commissioner Nelson/Commissioner Stevenson. To approve Resolution 1139-21, a Resolution Approving a Variance for a Reduced Side Yard Setback for a Driveway at 5045 Red Oak Drive. Ayes — 7 Nays — 0 Motion carried. 6. Reports A. Upcoming Planning Cases & Activity Community Development Director Sevald discussed upcoming planning cases with the Commission. He explained the Commission would have two items to review at its next meeting, the Skyline property, and to discuss planning commission seats. B. Staff Updates Community Development Director Sevald provided the Commission with an update from staff noting construction would begin shortly on Caribou Cabin. C. Council Updates Mounds View Planning Commission October 20, 2021 Regular Meeting Page 4 Council Member Meehlhause provided the Planning Commission with an update from the City Council. He noted the Council approved the units per acre text amendment and also approved Mounds View becoming the LGU for stormwater management. He explained the Mounds View Police Department would be holding a coat drive on November 4 from 5:00 p.m. to 7:00 p.m. D. Planning Commissioner Reports None. 7. Approval of Minutes October 6, 2021. MOTION/SECOND: Commissioner Munson/Commissioner Farmer. To approve the Minutes of the October 6, 2021 regular Planning Commission meetings as presented. Ayes — 7 Nays — 0 Motion carried. 8. Next Planning Commission Meeting: A. Wednesday, November 3, 2021 B. Wednesday, November 17, 2021 9. Adjournment There being no further business before the Planning Commission, Chair Rundle adjourned the meeting at 7:25 p.m. Respectfully submitted, Jon Sevald Community Development Director Transcribed by: Heidi Guenther Minute Maker Secretarial