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HomeMy WebLinkAbout2014-07-03 Planning Report TPC3801 Thurston Avenue N, Suite 100 Anoka, MN 55303 � �E 2 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCQ Plann i ngCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: July 3, 2014 RE: Oak Park Heights — Palmer Station — Property Subdivision — Rezoning, Planned Unit Development/Conditional Use Permit, and Preliminary/Final Plat Approval — 13999 60th Street North. TPC FILE: 236.02 — 14.02 BACKGROUND Nick Hackworthy, representing Creative Home Construction Investments, LLC has made an application for approval of a 13 lot subdivision on the Palmer property at 13999 60th Street North. The property is south of Oak Park Boulevard, and east of Oakgreen Avenue North. The application consists of requests for Rezoning, Planned Unit Development/Conditional Use Permit (PUD/CUP), and Preliminary/Final Plat approvals. The Planning Commission held a public hearing on the application at their June 12, 2014 meeting. The public hearing was continued to the July 10, 2014 meeting. The two primary issues addressed by the public at the meeting were the allowances requested through the Planned Unit Development process related to the lots and right of way, and the storm water drainage for lots to the south of the development. Since that meeting, City Staff has met with the Applicants to address these issues. Please find as follows a discussion of the two issues. The review is based upon the following submittals: Exhibit 1: Planning Report - June 5, 2014 (Please bring your paper copy from the June meeting) Exhibit 2: City Engineers Report— Chris Long, Stantec—June 26, 2014 Exhibit 3: Project Engineer's Memo - Steve Johnston, Elan Design Lab— July 2, 2014 ISSUES ANALYSIS Lot Width and Rights of Way Residents who spoke at the public hearing expressed concerns with the allowances that were being granted for lot widths and the right of way. Dan Thurmes, Cornerstone Land Surveying, Inc., has done the survey and plat work for the project. He provided this information following the Planning Commission meeting: "I did some measurements based on County GIS Mapping in Oak Park Heights and came up with the following: 1. The majority of the sampled street widths are 32 feet wide. 2. The sampled street widths in Autumn Ridge are 30 feet wide. 3. All the cul-de-sacs sampled were either 45 feet or 46 feet radius. Again, this is what they are proposing. I did not see any "no parking"signs. 4. The cul-de-sac length is the same as the one to the west(58th street) One of the major reasons they are asking for a smaller street width is to decrease the hard surface to help with the neighbor's drainage problem. I would be against smaller street widths if this was a through street, but this is a minimal length cul-de-sac. I appreciate your concern for safety but if the City thought that we needed an alternate fire truck route for a cul-de-sac then it would be part of their design guidelines. - The surrounding 15 lots on the east, south and west have an average lot area of 13,700 square feet. - The proposed 13 lots have an average of 16,900 square feet. - That would be about 20% less density." Lot Requirements. The lots proposed with this development are as follows: Lot Number Lot Size (minus wetland) Lot Width at Front Setback Lot 1 15,795 square feet 83.3 feet Lot 2 12,327 square feet 81.6 feet Lot 3 12,878 square feet 72.4 feet Lot 4 13,172 square feet 72.4 feet Lot 5 15,343 square feet 72.3 feet Lot 6 16,712 square feet 76.5 feet Lot 7 21,187 square feet 112.3 feet Lot 8 18,928 square feet 66.1 feet Lot 9 17,045 square feet 79.5 feet Lot 10 14,203 square feet 73.1 feet Lot 11 15,335 square feet 75.5 feet Lot 12 13,696 square feet 92.8 feet Lot 13 32,750 square feet 72.8 feet 2 The R-1 District requires a minimum lot size of 10,400 square feet and a lot width of 80 feet. The lot width is measured at the front yard setback (30 feet) which is represented in the table above. The lot area minimum requires major drainage-ways, wetlands, water bodies, and road rights of way, to be removed from the overall lot size. The areas indicated above reflect the definition of lot area minimum. While the proposed lot widths do not meet R-1 District standards, the lots all meet and some far exceed the minimum lot size. Through the PUD/CUP process, the City could allow lot widths to be less than the minimum required. The Planning Commission should further discuss this issue. Street Design Requirements. The Subdivision Ordinance specifies a maximum length of a cul-de-sac to be 500 feet unless otherwise approved by the City Council. As indicated, the 600 foot cul-de-sac design is dictated by the existing shape and length of the parcel. The Subdivision Ordinance specifies a right of way radius of not less than 65 feet for a cul-de-sac. The proposed right of way radius for the cul-de sac is 55 feet. The street right of way width for a local street is specified at 60 feet. The proposed right of way width of the street is 50 feet. Through the PUD/CUP process, the City could allow the right of way dimensions to be less than the minimum required. The Planning Commission should discuss this issue. The dimensions proposed are similar to what the City has allowed for private street development and is typical of other developments in the area. The City may want to consider requiring 15 foot drainage and utility easements adjacent to the right of way instead of the proposed 10 feet to allow adequate space for all utility placement. Oak Cove will be a City street and constructed by the City. The street is proposed to be constructed to 28 feet from face to face of curb and 30 feet from back to back. The cul- de sac will have a pavement with a 45 foot radius. The City Engineer should comment on these dimensions. For emergency vehicle access purposes, it is proposed that parking be allowed on one side of the street only, and no parking be allowed within the cul-de sac. The Fire Chief and Police Chief should also comment on the proposed street widths and limited parking. Stormwater The City Engineer, Chris Long has provided a report reviewing the storm water, grading, and utility plans, as well as the preliminary plat. To address the storm water issue for residents to the south of the proposed development, Mr. Long will require a storm water pipe between 5519 and 5523 Oakgreen Place North to handle the 100 year storm event. His report indicates the following: "2. Due to existing storm water drainage concerns to the south between the properties of 5523 Oakgreen Place North and 5519 Oakgreen Place North, please provide details on how the storm water overflows will be controlled. 3 a. The current proposed design of the emergency overflow from the redevelopment site continues to the south, and the City is requiring the installation of a storm water pipe between the properties to address a 100 year storm event(see attachment for the general installation location of this pipe). City Staff has met with the Applicants and determined that the storm water pipe could be directionally drilled so as not to disturb the lawns between the properties affected. Only the boulevard area between the two homes would be disturbed. The cost of installing the storm water pipe is approximately $62,000.00. In his memo, the Project Engineer Steve Johnston has proposed that the City share in the cost of installing the storm water pipe. He has proposed that the City share be 50 percent or $31,000.00. He has also requested that the developer receive some compensatory relief from the tree replacement requirements. His report outlines the request to reduce the required tree replacement per lot from 15 to 10. They also request to reduce the builder installed trees (after home construction) from five to four per lot. The City Council will need to determine if there will be any sharing of the cost. The City policy has been that the developer pays all costs, whether utility or street, that result from development of a property. This policy has applied even if the improvements are off-site and are being done to correct an existing situation. The City Council will not consider a reduction in the tree replacement. There has not been a deviation from this requirement allowed in the past. Either the trees will need to be replaced or compensation will be paid by the developer based upon the formula in the Zoning Ordinance. CONCLUSION / RECOMMENDATION The Planning Commission is to consider the following as it relates to this request: 1. Rezoning of the property to R-1 Single Family Residential 2. Planned Unit Development/Conditional Use Permit 3. Preliminary/Final Plat Based upon the preceding review, City staff recommends that the Planning Commission review the issues raised herein, especially as it relates to the requests to vary from the Subdivision and Zoning Ordinance standards through the PUD/CUP process. If the Planning Commission is ready to make a recommendation on the application consisting of requests for Rezoning, Planned Unit Development/Conditional Use Permit (PUD/CUP), and Preliminary/Final Plat approvals, please find as follows a list of suggested conditions: 4 1. The preliminary and final plat, as well as the dedication of easements shall be subject to the review and approval of the City Engineer and City Attorney. 2. The Applicant shall pay a park dedication fee of 10 percent of the fair market value of the land payable as specified in the Development Agreement. 3. An easement with the City of Oak Park Heights shall be required to provide access to Oak Park Boulevard. 4. An easement with the City of Oak Park Heights shall be required for placement of the entrance monument sign. 5. Drainage and utility easements along the road/cul-de-sac right of way shall be increased to 15 feet to compensate for the proposed road right of way width and radius. 6. The Fire Chief, Police Chief and City Engineer shall comment on the proposed street dimensions and adequacy for emergency vehicle access. 7. The Planning Commission and Parks Commission should comment on sidewalk/trail development and connections to the existing trail system. The City should determine if it should retain additional easement areas for trail development. 8. All tree removal and landscape plans shall be subject to review and approval of the City Arborist. There shall be no reduction allowed for the required tree replacement. 9. The proposed wetland buffer impact/mitigation plan is subject to review and approval of the City Engineer. 10. The street construction plans shall be subject to review and approval of the City Engineer. 11. The grading and drainage plans shall be subject to City Engineer and applicable watershed authority review and approval. The City Engineer shall require will the installation of a storm water pipe between 5519 and 5523 Oakgreen Place North to address the 100 year storm events. The City Council shall determine if there will be any cost sharing by the City for the storm water pipe installation. 12. All utility plans shall be subject to review and approval of the City Engineer. 13. The Applicant shall be responsible for capping the well and removal of the septic systems, cistern and oil tank in compliance with Washington County and if applicable, Minnesota Pollution Control Agency standards. 5 14. The City will not maintain the landscaping and monument entrance sign; that will be the responsibility of the home owners. The City will specify the provisions related to the easement and maintenance in the Development Agreement. 15. The Planning Commission and City Council may comment on the final building appearance, colors, materials and the variety of the house plans as part of the PUD/CUP review 16. For emergency vehicle access purposes, parking shall be allowed on one side of the street only, and no parking be allowed within the cul-de sac. 17. The Planning Commission and City Council should comment on the request to reduce the allowable setback on the garage side of the home to a minimum of 5 feet. The setback to the dwelling portion of the home would remain at 10 feet. A garage to garage setback would be required to be 15 feet. 18. The applicant shall be required to enter into a development agreement. The development agreement shall secure site improvements and municipal infrastructure. The development agreement shall be subject to the review and approval of the City Attorney and City Council. 19. Any other conditions of City staff, the Planning Commission and the City Council. pc: Mick Lynskey, Nick Hackworthy Steve Johnston, Julie Hultman 6 T P 3601 Thurston Avenue N, Suite 100 EXHIBIT J Anoka, MN 55303 V Phone: 763.231.5840 Facsimile: 763.427. 2O TPCQPIan ningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: June 5, 2014 RE: Oak Park Heights— Palmer Station — Property Subdivision — Rezoning, Planned Unit Development/Conditional Use Permit, and Preliminary/Final Plat Approval — 5625 Oakgreen Ave. North. TPC FILE: 236.02 — 14.02 BACKGROUND Nick Hackworthy, representing Creative Home Construction Investments, LLC has made an application for approval of a 13 lot subdivision on the Palmer property at 13999 60th Street North. The property is south of Oak Park Boulevard, and east of Oakgreen Avenue North. The application consists of requests for Rezoning, Planned Unit Development/Conditional Use Permit (PUD/CUP), and Preliminary/Final Plat approvals. The existing site contains a single family home with outbuildings. The total parcel is 6.76 acres, with 0.48 acres of wetland, .083 acres of new and 0.41 acres of the existing 33 feet of Oakgreen Avenue right of way. The review is based upon the following submittals: Exhibit 1: Project Narrative Exhibit 2: Liberty West Sales Brochure Exhibit 3: Cover Sheet Exhibit 4: Existing Conditions (C1.1) Exhibit 5: Demolition Plan (C1.2) Exhibit 6: Grading Plan (C3.1) Exhibit 7: Erosion Control Plan (C3.2) Exhibit 8: Wetland Buffer Impact/Mitigation Plan (C3.3) Exhibit 9: Grading Details (C3.4) Exhibit 10: Grading Details (C3.5) Exhibit 11: Utility Plan (C4.1) Exhibit 12: Utility Details (C4.2) Exhibit 13: Preliminary Plat (C5.1) Exhibit 14: Tree Preservation Plan (L1.1) Exhibit 15: Tree Preservation Schedule (L1.2) Exhibit 16: Landscape Plan (L2.1) Exhibit 17: Planting Schedule and Landscape Details (L2.2) Exhibit 18: Palmer Station Final Plat (Two pages) Exhibit 19: Reports of the City Arborist— May 20, 2014 and June 3, 2014 Exhibit 20: Report of the City Engineer PROJECT DESCRIPTION Steve Johnston, the project engineer has provided a narrative related to the request for the Palmer property development. Please find the narrative attached as Exhibit 1. Assess to the site will be by a connection to Oak Park Boulevard, the street that services City Hall. There will be one street, to be referred to as Oak Cove. The street will be public and will be approximately 600 feet in length and end in a cul-de-sac. The 13 residential lots result in a gross density of 1.92 units per acre, and a net density of 2.58 units per acre. The average lot area is 18,485 square feet and the minimum lot area is 12,327 square feet. Oak Cove is to be developed as a City street and will be constructed by the City. Utilities are available to this property. A 12 inch watermain is located within Oak Park Boulevard which will be connected with an 8 inch watermain to serve the development. As part of the Highway 36 reconstruction project a new sanitary sewer will be constructed in the intersection of Oak Park Boulevard and Oakgreen Avenue. An 8 inch sanitary sewer will be extended to serve the development. ISSUES ANALYSIS Adjacent Uses. Uses adjacent to the subject site are listed below: North of Site: Present Zoning —0-Open Space Conservation Present Use — Oak Park Blvd and Single Family Residential South of Site: Present Zoning — R-1 Single Family Residential District Present Use —Single Family Residential West of Site: Present Zoning — 0-Open Space Residential Present Use — Oakgreen Blvd, Single Family Residential and Open Space East of Site: Present Zoning — R-1 Single Family Residential District Present Use —Single Family Residential 2 Comprehensive Plan. The 2008 Comprehensive Plan designates this area as low density residential. Low density residential is defined in the Comprehensive Plan as 1-3 units per acre. The Comprehensive plan anticipated that this area would be rezoned to R-1 Single Family Residential District. The proposed Palmer development is in conformance with the Comprehensive Plan. Zoning. The property is currently zoned 0-Open Space Conservation District. The Applicant has proposed a rezoning to R-1 Single Family Residential District. The Applicant has also proposed PUD/CUP consideration to allow minor reductions in lot widths, street right of way widths, street widths, building setbacks, and wetland buffering width averaging. Section 401.22.E of the Zoning Ordinance allows residential planned unit development as a conditional use within the R-1 District. The Concept and General Plans shall be reviewed simultaneously with this request. Subdivision. The applicant has provided a preliminary plat labeled Palmer Station. A final plat has also been provided. Both documents are complete in terms of the information as required by Section 402.06 of the Subdivision Ordinance. The preliminary and final plat, as well as the dedication of any easements, shall be subject to review and approval of the City Engineer and the City Attorney. Lot Requirements. The lots proposed with this development are as follows: Lot Number Lot Size (minus wetland) Lot Width at Front Setback Lot 1 15,795 square feet 83.3 feet Lot 2 12,327 square feet 81.6 feet Lot 3 12,878 square feet 72.4 feet Lot 4 13,172 square feet 72.4 feet Lot 5 15,343 square feet 72.3 feet Lot 6 16,712 square feet 76.5 feet Lot 7 21,187 square feet 112.3 feet Lot 8 18,928 square feet 66.1 feet Lot 9 17,045 square feet 79.5 feet Lot 10 14,203 square feet 73.1 feet Lot 11 15,335 square feet 75.5 feet Lot 12 13,696 square feet 92.8 feet Lot 13 32,750 square feet 72.8 feet The R-1 Districts requires a minimum lot size of 10,400 square feet and a lot width of 80 feet. The lot width is measured at the front yard setback (30 feet) which is represented in the table above. The lot area minimum requires major drainage-ways, wetlands, water bodies, and road rights of way, to be removed from the overall lot size. The areas indicated above reflect the definition of lot area minimum. 3 While the proposed lot widths do not meet R-1 District standards, the lots all meet and some far exceed the minimum lot size. Through the PUD/CUP process, the City could allow lot widths to be less than the minimum required. The Planning Commission should discuss this issue. Park Dedication. The City will not require the dedication of park land in this area but will require a cash dedication. The Subdivision Ordinance, in Section 402.8 specifies the formula's for land and cash dedication. With a net density of 2.58 units per acre, the cash to be dedicated should be 10 percent of the fair market value of the land. The Applicant has provided a purchase agreement that qualifies under the criteria in the Ordinance to establish a fair market value. Proposed Street/Access. Access to the property is from Oak Park Boulevard. This access will cross a narrow strip of City owned property which will require an easement from the City. The street will be referred to as Oak Cove, which is a cul-de-sac design of approximately 600 feet in length. Street Design Requirements. The Subdivision Ordinance specifies a maximum length of a cul-de-sac to be 500 feet unless otherwise approved by the City Council. As indicated, the 600 foot cul-de-sac design is dictated by the existing shape and length of the parcel. The Subdivision Ordinance specifies a right of way radius of not less than 65 feet for a cul-de-sac. The proposed right of way radius for the cul-de sac is 55 feet. The street right of way width for a local street is specified at 60 feet. The proposed right of way width of the street is 50 feet. Through the PUD/CUP process, the City could allow the right of way dimensions to be less than the minimum required. The Planning Commission should discuss this issue. The dimensions proposed are similar to what the City has allowed for private street development and is typical of other developments in the area. The City may want to consider requiring 15 foot drainage and utility easements adjacent to the right of way instead of the proposed 10 feet to allow adequate space for all utility placement. Oak Cove will be a City street and constructed by the City. The street is proposed to be constructed to 28 feet from face to face of curb and 30 feet from back to back. The cul- de sac will have a pavement with a 45 foot radius. The City Engineer should comment on these dimensions. For emergency vehicle access purposes, it is proposed that parking be allowed on one side of the street only, and no parking be allowed within the cul-de sac. The Fire Chief and Police Chief should also comment on the proposed street widths and limited parking. Trails/Sidewalks. The current trail system includes off street trails on the west side of Oakgreen Avenue and the south side of Oak Park Boulevard. The developed neighborhoods to the south and east currently do not have trail connections to this area. In that it is a cul-de-sac, the Applicants have not proposed placing a sidewalk within the development. City Staff had discussed the possibility in the future of a trail along the east side of Oakgreen Avenue, but there are no current plans to develop such a trail. 4 Retention of an easement along the east side of Lots 1-7 should be considered for future trail purposes. City Staff had also discussed retention of an easement between Lots 6 and 7 for a future trail connection. The Planning Commission and Parks Commission should comment on sidewalk/trail development and connections to the existing trail system. The City should determine if it should retain additional easement areas for trail development. Setbacks. The R-1 District requires a front yard setback of 30 feet, side yard setbacks of 10 feet and year yard setbacks of 30 feet. If the lot is on a corner, the required setback is 30 feet from the lot line. The Grading Plan (Exhibit 6) indicates proposed building pads. In all of the lots, the 30 foot front yard setback is complied with. Additionally the 30 foot rear yard setback is complied with in all lots. The Applicants have proposed reducing the allowable setback on the garage side of the home to a minimum of 5 feet. The setback to the dwelling portion of the home would remain at 10 feet. A garage to garage setback would be required to be 15 feet. On Lot 1, the building pad is proposed at 10 feet from the north property line. This is intended to preserve existing trees and is not an issue due to the width of the City owned property that is adjacent. Through the PUD/CUP process, the City could allow the setbacks to be less than the minimum required. The Planning Commission should discuss this issue. Easements. The Preliminary Plat (Exhibit 13) indicates that 10 foot drainage and utility easements are placed around each of the lots in compliance with the Subdivision Ordinance. As indicated, it is recommended that the drainage and utility easements along the road/cul-de-sac right of way be increased to 15 feet to compensate for the proposed road right of way width and radius. The easement for the access via Oak Park Boulevard and for the entrance monument sign will need to be addressed as part of the Development Agreement. Wetlands. The plans indicate that there is no direct wetland impact as a result of this development. The four wetlands are classified as Managed 2 requiring a 30 foot buffer. The wetland buffer impact/mitigation plan (Exhibit 8) indicates the proposed wetland buffers and the plan for signing. The Applicant has proposed to reduce the buffers of small seasonable flooded wetlands (#2 and #3) from 30 feet to a minimum of 15 feet. They propose to mitigate the reduced buffer at a ratio of approximately 3 to 1 with the dedication of additional buffer/conservation easement. The City Engineer will need to comment on the acceptability of this mitigation. Tree Preservation/Landscaping. The Applicant has provided a tree inventory and landscape plans for the development. The City Arborist has reviewed the plan in the memos as found in Exhibit 19. The total number of trees to be replaced is 194. The Applicant will replace 129 trees at the time of initial site construction and a minimum of five trees are to be planted in each of the lots after home construction. The landscape plan indicates the extensive screening plantings to be installed that will mitigate the impact of the development to existing neighbors. The landscape plan also indicates the 5 trees to be planted on private property adjacent to the boulevard to provide street trees. The plans shall be subject to the final approval of the City Arborist. Existing Wells/Septic Systems and Oil Tank. The Applicant has provided a diagram indicating the location of a well, septic systems, a cistern and an oil tank that currently exist on the property. As part of the development of this property, the Applicant will be responsible for capping the well and removal of the septic systems, cistern and oil tank in compliance with Washington County and if applicable, Minnesota Pollution Control Agency standards. Street Plans. Detailed plans for the street have been provided. The City Engineer and shall review and approve all street plans. The City Engineer has provided a separate report that is found as an Exhibit 20. Grading and Drainage. Detailed grading and drainage plans have been provided as part of the development submittals. The City Engineer and the applicable watershed authority shall review and approve all of the grading and drainage plans. The City Engineer has provided a separate report that is found as an Exhibit 20. Utilities. A utility plan has been submitted. The final utility plan is subject to review and approval of the City Engineer and Public Works Director. All of the utilities within the development shall be public and built to City specifications. The City Engineer has provided a separate report that is found as an Exhibit 20. Lighting. There are two existing street lights on Oak Pak Boulevard spaced nearly evenly between the proposed development entrance. The Applicants have proposed one standard street light at the end of the cul-de-sac. Signage. The Applicants have proposed placing a monument sign on City property at the entrance to the development. The landscape plans indicate that the sign will be landscaped with shrub and perennial plantings. The City will require the developer to obtain an easement for the sign placement. The City will not maintain the landscaping and sign; that will be the responsibility of the home owners. The City will specify the provisions related to the easement and maintenance in the Development Agreement. Traffic. The potential number of car trips from a single family home averages ten on a daily basis. With 13 homes, 130 to 150 trips per day generated from this development should not have an adverse impact on Oak Park Boulevard or the intersection with Oakgreen Avenue North. Parking. The Zoning Ordinance requires that all new single family homes are provided with at least a two stall garage. All of the potential house plans submitted by Creative Homes, Inc. indicate two stall attached garages within the development. Building Height. The R-1 District specifies a maximum building height of 35 feet. All homes will be expected to comply with this standard. 6 Architectural Appearance. The application materials indicate that specific homes have not been designed for this project. All of the homes will be constructed by Creative Homes, Inc. The project narrative includes building plans and elevations that are currently being used by Creative Homes, Inc. in the Liberty West neighborhood in Stillwater. It is expected that the same or similar style homes will be constructed at Palmer Station. The residential units are not required to be reviewed under Design Guideline requirements, but as part of the PUD, the City can comment and require design and material changes. The Planning Commission and City Council may comment further on the building appearance and materials as part of the review. Section 401.15.C.8 of the Zoning Ordinance specifies provisions for residential building type and construction. The Palmer Station development will need to comply with these provisions: 8. Building Type and Construction. a. General Provisions. 25 1) Compatibility. Buildings in all zoning districts shall maintain a high standard of architectural and aesthetic compatibility with surrounding properties. Compatibility means that the exterior appearance of the building, including design, architectural style, quality of exterior building materials, and roof type and pitch are complementary with surrounding properties. 25 2) Maintenance. All buildings in the City shall be maintained so as not to adversely impact the community's public health, safety, and general welfare or violate the provisions of the Nuisance or Hazardous Building provisions of the Oak Park Heights Code of Ordinances. 25 3) Metal Building Finishes. No unfinished steel or unfinished aluminum buildings shall be permitted in any zoning district. High quality, non- corrosive steel, aluminum, or other finished metal shall be allowed for walls or roofs. 25 4) Prohibited Materials and Structures. a. Pole buildings and Quonset structures. b. Wood or metal poles as principal structure support where such supports are not affixed to a floor slab but inserted directly into the ground to achieve alignment and bearing capacity. 25 5) Accessory Buildings. All accessory buildings to residential dwelling units and non-residential uses shall be constructed with a design and materials consistent with the general character of the principal structure on the lot as specified in Section 401.15.D of this Ordinance. 7 25 b. Exterior Building Finishes — Residential: The primary exterior building façade finishes for residential uses shall consist of materials comparable in grade to the following: 1) Brick. 2) Stone (natural or artificial). 3) Integral colored split face (rock face) concrete block. 4) Wood, natural or composite, provided the surfaces are finished for exterior use or wood of proven exterior durability is used, such as cedar, redwood or cypress. 5) Stucco (natural or artificial). 6) High quality and ecologically sustainable grades of vinyl, steel and aluminum. Vinyl shall be a solid colored plastic siding material. 7) Fiber cement board. 8) Exterior insulation and finish systems. 9) Energy generation panels and devices affixed to a roof or wall. If not in use, the panels or devices should be removed and building surface restored to the original condition. 25 c. Exterior Building Finishes— Commercial: The exterior architectural elements and finishes for all buildings in the business zoning districts shall be subject to Section 401.16 of this Ordinance known as the Design Guidelines. 25 d. Single Family and Multiple Family Containing Up to Five (5) Units to Include All New Construction and Remodeling: 1) Entrances. Primary entrances on principal structures shall face the primary abutting public or private street or be linked to that street by a clearly defined and visible walkway or courtyard. Additional secondary entrances may be oriented to a secondary street or parking area. Primary entries shall be clearly visible and identifiable from the street, and delineated with elements such as roof overhangs, recessed entries, landscaping, or similar design features. 2) New Construction and Remode ling. New Construction and remodeling shall relate to the design of surrounding buildings where these are present. Design features such as similar setbacks, scale, façade divisions, roof lines, rhythm and proportions of openings, building materials and colors are possible design techniques, while allowing desirable architecture innovation, variation, and visual interest. All sides of buildings shall use similar quality building materials and other architectural treatments as principal facades. 25 e. Single Family and Multiple Family Containing Up to Five (5) Units to Include Only New Construction: 1) Window and Door Openings. For principal residential buildings, above grade window and door openings shall comprise at least fifteen (15) percent of the total area of exterior walls (excluding the area of garage doors) facing a public/private street or sidewalk. In addition, for new principal residential buildings, above grade window and door openings 8 shall comprise at least ten (10) percent of the total area of all exterior walls. 2) Garage Doors/Street Facing Building Facade. Public or private street facing garage doors shall be allowed to project no more than four (4) feet from the front or side facades of the ground floor living area portion of the dwelling or a covered porch (measuring at east eight (8) feet by eight(8) feet). 3) Garage Doors/Building Design for Attached or Detached Garages. Garage doors may be located on another side of the dwelling ("side or rear loaded")provided that the side of the garage facing the front public or private street has windows and other architectural details that mimic the features of the living portion of the dwelling. 4) Garage Doors/Building Frontage. Garage doors shall not comprise more than fifty-five (55) percent of the ground floor public or private street facing linear building frontage. Alleys and corner lots are exempt from this standard. 5) Garage Door Height. Except in the rear yard, garage doors facing a public or private street shall be no more than nine (9) feet in height. Development Agreement. The applicant will be required to enter into a development agreement with the City should approval of the development be granted. The development agreement shall be required to secure site improvements and municipal infrastructure. The development agreement shall be subject to review and approval of the City Attorney. CONCLUSION / RECOMMENDATION The Planning Commission is to consider the following as it relates to this request: 1. Rezoning of the property to R-1 Single Family Residential 2. Planned Unit Development/Conditional Use Permit 3. Preliminary/Final Plat Based upon the preceding review, City staff recommends that the Planning Commission review the issues raised herein, especially as it relates to the requests to vary from the Subdivision and Zoning Ordinance standards through the PUD/CUP process. If the Planning Commission is ready to make a recommendation on the application consisting of requests for Rezoning, Planned Unit Development/Conditional Use Permit (PUD/CUP), and Preliminary/Final Plat approvals, please find as follows a list of suggested conditions: 1. The preliminary and final plat, as well as the dedication of easements shall be subject to the review and approval of the City Engineer and City Attorney. 9 { 2. The Applicant shall pay a park dedication fee of 10 percent of the fair market value of the land payable as specified in the Development Agreement. 3. An easement with the City of Oak Park Heights shall be required to provide access to Oak Park Boulevard. 4. An easement with the City of Oak Park Heights shall be required for placement of the entrance monument sign. 5. Drainage and utility easements along the road/cul-de-sac right of way shall be increased to 15 feet to compensate for the proposed road right of way width and radius. 6. The Fire Chief, Police Chief and City Engineer shall comment on the proposed street dimensions and adequacy for emergency vehicle access. 7. The Planning Commission and Parks Commission should comment on sidewalk/trail development and connections to the existing trail system. The City should determine if it should retain additional easement areas for trail development. 8. All tree removal and landscape plans shall be subject to review and approval of the City Arborist. 9. The proposed wetland buffer impact/mitigation plan is subject to review and approval of the City Engineer. 10. The street construction plans shall be subject to review and approval of the City Engineer. 11. The grading and drainage plans shall be subject to City Engineer and applicable watershed authority review and approval. 12. All utility plans shall be subject to review and approval of the City Engineer. 13. The Applicant shall be responsible for capping the well and removal of the septic systems, cistern and oil tank in compliance with Washington County and if applicable, Minnesota Pollution Control Agency standards. 14. The City will not maintain the landscaping and monument entrance sign; that will be the responsibility of the home owners. The City will specify the provisions related to the easement and maintenance in the Development Agreement. 15. The Planning Commission and City Council may comment on the final building appearance, colors, materials and the variety of the house plans as part of the PUD/CUP review. 10 16. For emergency vehicle access purposes, parking be allowed on one side of the street only, and no parking be allowed within the cul-de sac. 17. The Planning Commission and City Council should comment on the request to reduce the allowable setback on the garage side of the home to a minimum of 5 feet. The setback to the dwelling portion of the home would remain at 10 feet. A garage to garage setback would be required to be 15 feet. 18. The applicant shall be required to enter into a development agreement. The development agreement shall secure site improvements and municipal infrastructure. The development agreement shall be subject to the review and approval of the City Attorney and City Council. 19. Any other conditions of City staff, the Planning Commission and the City Council. pc: Mick Lynskey, Nick Hackworthy Steve Johnston, Julie Hultman 11 EXHIBIT 2 Stantec Consulting Services Inc. 2335 Highway 36 West St.Paul MN 55113 Tel: (651) 636-4600 Stantec Fax: (651) 636-1311 June 26, 2014 File:193800151 Attention: Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. N P.O. BOX 2007 Oak Park Heights, MN 55082 Reference: Palmer Station-Plan Review Dear Eric, We have reviewed the site Development plans for Palmer Station as submitted by Creative Home Construction Investments on May 14, 2014. Following are our comments and/or recommendations. Storm Water Construction Permit Comments (provide previously on June 6,2014): As the development creates 1.24 acres of new impervious area, construction activities will be subject to the requirements of the MPCA NPDES Construction Permit. • Per the Construction Permit, "Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permitee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site." o Based on 1.24 acres of impervious area, 4501 cf of volume must be retained. This required volume is achieved in the larger infiltration basin (6100 cf capacity). • However, as shown in the City of Oak Park Heights Wellhead Protection Plan, Part 2, the project area is located in the City's High Vulnerability DWSMA (see attached DWSMA Figure). Section III.D.1.j.vii. of the Construction Permit states "Infiltration is prohibited when the infiltration system will be constructed in areas with a Drinking Water Supply Management Area (DWSMA) as defined in Minn. R. 4720.5100, subp. 13., unless allowed by a local unit of government with a current MS4 permit. Design with community in mind June 26, 2014 Mr.Eric Johnson Page 2 of 4 o As the development area also falls within the Emergency Response Area (approximately 1-year recharge time), the City will not allow for infiltration on the project. (See attached ERA Figure) • As infiltration will not be allowed, the City recommends that the plans be revised to treat the required water quality volume of one inch over the impervious (4501 cf) through filtration. Any filtration system should be designed based on the most recent update of the MN Stormwater Manual. Sheet C1.2- Demolition Plan 1. Clearly label and identify all trees being removed as well as all site clearing areas. 2. For the installation of the sanitary sewer, full width removal of the street will be required at the intersection of Oak Park Boulevard and Oakgreen Avenue North. 3. Remove and replace curb and gutter along Oak Park Boulevard per City standard detail STR-31. Sheet C3.1 -Grading Plan 1. Provide detail on the emergency overflow for Wetland 1. Is the overflow planned to be to the north into the proposed infiltration basin? 2. Due to existing storm water drainage concerns to the south between the properties of 5523 Oakgreen Place North and 5519 Oakgreen Place North, please provide details on how the storm water overflows will be controlled. a. The current proposed design of the emergency overflow from the redevelopment site continues to the south, and the City is requiring the installation of a storm sewer pipe between the properties to address a 100- year storm event (see attachment for the general installation location of this pipe). b. All easements for the properties to the south of the redevelopment need to be identified on the plans. c. As discussed in the stormwater construction permit comments above, the infiltration basins must be redesigned to filter the storm water. Therefore, the infiltration basin identified to the north of Wetland 1 will require redesign and may require a drain tile pipe and outlet. 3. The mill and overlay patch shown on Oak Park Boulevard needs to be shown for the full width (end radii) of the proposed Oak Cove street. Design with community in mind 5 June 26,2014 Mr. Eric Johnson Page 3 of 4 Sheet C3.5-Grading Details 1. Provide a geotechnical report with soil boring data. The proposed street typical section will be reviewed after receiving this information. Sheet C4.1- Utility Plan 1. It is typical City standard to install drain tile uphill of the catch basin low point locations. Following storm water filtration revisions this detail and the remaining storm sewer can be reviewed. 2. Sanitary sewer MH-2 needs to be located in the center of the roadway alignment, while maintaining 10' separation between the new water main and sewer. 3. Water main shall be installed at a minimum cover of 8.5'. 4. Pipe materials: a. Water Main: CL 52 DIP with polywrap b. Storm Sewer: RCP 5. The connection to the water main on Oak Park Boulevard via wet tap is not allowed. The new water main shall be connected with a sleeve and tee, and gate valve to be located at the end radius of Oak Cove. 6. Standard hydrant and casting specifications will be provided and plan notes will need to be revised. Sheet C5.1 - Preliminary Plat 1. Consider providing easement for future trail connection to the south of the development. General Comments 1. Additional standard details will be provided from the City. 2. Consider providing a sanitary sewer service to 5565 Oakgreen Avenue North. It has been the intention of the City to provide service to this property upon the redevelopment of the proposed Palmer Station site, as a grinder pump is currently utilized to lift sewage to a higher elevation on 56th Street North. Design with community in mind June 26,2014 Mr. Eric Johnson Page 4 of 4 If you have any questions or require further information please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. Christopher W. Long, P.E. Attachments:STR-31; Sketch of Storm Sewer Connection to Oakgreen Place North c. Andy Kegley, Julie Hultman-Oak Park Heights; Scott Richards-City Planner;Mark Vierling -City Attorney; Kathy Widin-City Arborist; Brad Reifsteck, Rob Monk, Lucas Miller -Stantec. Design with community in mind / 1 EXISTING YARD REMOVE & REPLACE EXISTING SOD WITH 4" TOPSOIL CONTRACTION JOINT EXISTING CONTRACTION (TYP.) JOINT (TYP.) D .. . . . • LL.. 4 760 GUTTER LINE O'-2' 2' 4' MIMIMUM 2' O'-2' EXISTING CONCRETE CURB &GUTTER EXISTING NON-WEAR BITUMINOUS SURFACE g. EXISTING ROADWAY EXISTING D428 CURB & GUTTER Q SAWCUT 1/4"/FT. MIN. =1 REMOVE EXISTING 1 1/2" TYPE LV3 4" TOPSOIL AND SOD NON-WEAR BITUMINOUS SURFACE SECTION CONCRETE CURB REPLACEMENT LAST REVISION: ci Stantec NON DRIVEWAY LOCATION March 2004 PLATE NO. OAK PARK HEIGHTS, MN ) STR-31 • 1 1 14499 L a- 99snv LL 1 w� y� 9 m L11° S w ! 6ssrL C9 0 WL' Q 'so,' L N ' __F CO = u o s OM : 09.1 1 CO . v L s►SYL bsb t,t3L € S£S11. 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If S a O g +X O ! x R > a- Lss O r as iiss H4 2 1 LL N34$IO)i` It - LOSS 4cc� < 1 td �� H12iON 3f1Nt1 N332�OO _ , �"" 0 EXHIBIT 3 From: Steve Johnston [mailto:sjohnston @elanlab.com] Sent: Wednesday, July 02, 2014 7:31 PM To: Eric Johnson; Christopher Long(Chris.Long@stantec.com); Scott Richards (S cott@PlanningCo.com) Cc: Mick Lynskey; nick(a,creativehci.com; Dan T Subject: Palmer Station offsite drainage improvements Gentlemen, We have reviewed your request for the developer to install storm sewer in the development to the south of the site. Under our current proposed design we are reducing the volume and rate of runoff from our site. We have identified options to provide filtration of stormwater instead of infiltration and are confident that we can engineer a solution without the offsite storm sewer. In other words, it is our opinion that from an engineering perspective,we do not need the pipe. We have reviewed the grading plan,plat and record drawings for Valley Point 2nd Addition and note that prior to development the contours indicate water flowed unimpeded from our site to the south. After development in 1990 the runoff from our site was limited to a swale in a 15 foot public drainage and utility easement between Lots 4 & 5 Block 1. We have no way of knowing if the swale was ever constructed properly but today the easement is encroached upon by two fences and the grade is more than a foot higher than the original design. The owners of our site did not create the drainage issues. They were created 25 years ago when Valley Point 2nd Addition was developed and the infrastructure was designed and installed by the City of Oak Park Heights. With that said we are supportive of the installation of the offsite storm sewer system since it provides some benefit for our project and especially for the adjacent neighbors that are currently experiencing drainage issues. A storm sewer at our southern border will simplify the filtration design and provide a positive well defined discharge point for Palmer Station, which is beneficial for us. But, more importantly it could be utilized to lower the seasonal groundwater affecting the neighbors basements,provide them with a greater degree of confidence that they will not see an increase in runoff issues and show our intention to be good neighbors. As we discussed in today's meeting we believe that the most cost effective way to install storm sewer in this fully established neighborhood is by directional drilling. Under this scenario a pipe would be bored in the east boulevard of Oakgreen Place N. from the existing pipe between Lots 4 & 5, Block 2, north to the lot line between Lots 4 & 5, Block 1. From there a second pipe would be installed along the property line,between Lots 4 & 5, Block 1, again by directional drilling. A storm manhole structure would be built over the existing storm sewer line, at the connection point, and a second storm manhole would be built at the extension of the 4 & 5 common lot line. Once the pipe reaches our site it would be extended into a redesigned detention basin. Drain tile could also be installed along the plat line to provide ground water control. The real benefit of directional drilling is that we will only need to disturb the boulevard where the two structures are built, compared with typical construction where the street or entire boulevard would be torn up and all trees, landscaping, sod, fences and driveways would be disturbed. With directional drilling the most suitable pipe material is a thick solid wall polyethylene pipe. These pipes come in 50 foot pieces that are butt welded together on site to create a single durable pipe. The only concern with this atypical approach is that the pipe would be curved around corners, which actually improves flow characteristics. We have confirmed the following unit prices with an installer of these pipe, E J Mayers Construction. They also confirmed that they can maintain grade of less than 1%without significant dips as long as they do not hit a lot of rocks. They would televise the line after installation and open cut to repair any significant settlements. The 12"pipe could be installed at a depth of approximately 5 feet at a 2% grade, or it could be installed at a flatter grade to provide more depth at the plat line—the cost is roughly the same. Estimated Cost 550 LF 12"PEP @ $75 = $41,250 2 CB Manholes @ $2500= $5,000 Restoration $5,000 Contingency $5,000 Subtotal $56,250 Engineering 10% $5,600 Total $62,000 As discussed above the Palmers did not create this problem, and a result we believe the community should share some of the responsibility for the cost. We request that the City use a funding source of their choosing to pay 50%or$31,000. We further request that as part of the PUD the developer receive some compensatory relief from the tree replacement requirements. As discussed in the planning staff report our plan saves a 72%of the existing trees on the site which equates to 7 trees per lot. However the tree replacement formulas require us to replace 429 caliper inches of trees or 195 trees (15 per lot). Clearly, this is more trees than are needed to create an urban forest. To help offset our share of the off-site storm sewer line we request a 5 tree per lot reduction. This still leaves an average of 7 large existing trees and 10 new trees per lot(plus numerous small trees not counted in the inventory). We would propose to reduce the builder installed trees to 4 per lot and group the remaining 78 developer installed trees in strategic locations around the perimeter of the site where they provide the greatest aesthetic and buffering benefit. If there are any questions please let me know. Steve Johnston, PE Principal Engineer .640 D E S I G N 'or L A B Gwf u.auUoe kchntou,r ICarxuctwSewn 901 N 3rd Street, Suite 120 Minneapolis, MN 55401 c 612.382.4804 d 612.260.7982 f 612.260.7990 www.elanlab.com