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HomeMy WebLinkAbout2005-06-03 WC Document #3517352 - Recorded PUDSTATE OF MINNESOTA ) COUNTY OF WASHINGTON ) ss. CITY OF OAK PARK HEIGHTS ) NOTICE OF CERTIFICATION 3517352 ��I iillll ill IIIh III IIIII nlii I II a� Iill /YrIrv\effs, 6yitcp I, the undersigned, being duly qualified and acting as City .Administrator for the City of Oak Park Heights, Minnesota DO HEREBY CERTIFY that I have compared the attached document: with the original thereof on file at the offices of the City of Oak Park Heights, and that the same is a full, true and complete copy, except referenced attachments, which can be viewed at the city offices, of said document within the fries of the City of Oak Park Heights. WITNESS my hand and the seal of the city of Oak Park Heights, this 28th day of April, 2005. Planned Unit Development For Fox Hollow East LLC Eric Johnson City Admiriistra Office of the County Recorder Washington County, MN Certified flied and/or recorded on: 2005/06/03 9 :02 :00 AM 3517352 Cindy Kocemnn County Recorder •4 Owner: FOX HOLLOW EAST LLC Address: 1937 Greeley St. So Stillwater, MN 55082 SITE ADDRESS: 11911 Assigned Present Zoning District: Combined B -2 and RB CITY OF OAK PARK HEIGHTS PLANNED UNIT DEVELOPMENT FOR FOX HOLLOW EAST LLC Planner's File No.: 798,02 -04.04 Date Issued: August 24, 2004 Permitted uses set forth in Ordinance 401 Section 401.30 and 40 1.28 Legal Description: (Washington County Geo. Code 04.029 -20 -11 --0051 ) Forrnerly OUTLOT A, EAST OAKES P.U.D, Common Interest Community Number 98 East Oakes Townh.ornes, Now Lots 1 and 2, dock 1, Lot 1 dock 2, and Outlots A, B, and C Fox Hollow P.U.D. I. CONDITIONAL USE PERMIT FOR: Applicants have applied for a planned unit development to allow multiple buildings on one property with shared access and parking; All uses shall be subject to the following conditions and/or restrictions imposed by the City Council of the City of Oak Park Heights which are as follows: 1. The 25 foot front yard setback for the office buildings is acceptable as part of the general plan of development approval. 2. The plat /development agreement shall provide the appropriate easements as required by the City l Engineer and City Attorney. 3. The City Attorney shall comment on the use of outlots for the pond and access drives. 4. All access and parking easements and agreements shall be addressed in the development agreement. 5. Park dedication fees of $22,952 shall be paid at time of finalization of the final plat and development agreement. 6. The MnDOT permit for access to 60 Street North shall be provided to the City. 7. At least one van accessible stall shall be provided in the underground parking garage of the condominium building. 8. At least one van accessible stall shall be provided, in addition to the two stalls shown on the plan, for the office buildings. The City Engineer shall comment on the parking stall dimensions within the office building parking garage. 9. The grading and drainage plans shall be subject to review and approval of the City Engineer and the Middle St. Croix Water Management Organization. 10. The alternate grading plans, that indicate a portion of property owned by Xcel Energy, shall be subject to written approval of Xcel Energy and the City Engineer. 11. The utility plans are subject to review and approval of the City Engineer. 12. The landscape plans, tree removal plans, and preservation plans are subject to review and approval of the City Arborist. 13. The applicant shall add additional plant material directly adjacent to the condominium building to reduce the mass and scale of the elevations subject to review and approval of the City Arborist. 14. The applicant shall construct an extension of sidewalk on the west side of the westerly office building to 60 Street. 15. The applicant shall provide plans for pool area lighting and the pool area shall comply with the City's noise ordinance. The pool area shall close between the hours of 10 :00 PM and 6:00 AM and pool area lighting shall be shut off at least one-half hour after the closing time. 16. All lighting fixtures shall be in compliance with the lighting requirements of the Zoning Ordinance. 17. All of the monument signs shall be allowed at a maximum height of eight feet. 18. The building design is consistent with the Design Standards. 2 19. A development agreement shall be required between the City and applicant subject to review and approval of the City Attorney. I . Reference Attaciament s: Date: August 5, 2004 Planners Report NAC August 17, 2004 Engineer's Report - Bonestroo March 17, 2005 Engineer's Report- Bonestroo March 28, 2005 Engineer's Report -Final Plat Review - Bonestroo Public Walkway and Sidewalk Easement and Agreement IN WITNESS WHEREOF, the parties have set forth their hands and seals. Date: 4 22O 5 Date: 4- Date: 1 _... - 2- 2, 0 By By 3 id Beaudet Mayo FOX HOLLOW EAST LLC ohnson ing City Administrator PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: August 5, 2004 RE: Oak Park Heights — East Oaks 2nd Addition — Fox Hollow PUD General Plan FILE NO: 798.02 — 04.04 BACKGROUND NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: ' 763_231.2555 Facsimile: 763.231 .2561 planners @r cplarinitig.com River valley Rentals LLC is requesting approval of a mixed use, planned unit 9 development (PUD) general plan for a development south of 60 Street and west of p Osgood Avenue, referred to as Fox Hollow. The development includes a 29 unit condominium building, a 2,090 square foot office building, and a 7,600 square foot office building. The parcel, located just to the north of the East Oaks Townhome development is 2.39 acres in size. In conjunction with the general plan approval, the application includes a request for preliminary /final plat approval, Design Guidelines review, and minor amendment to the Comprehensive Plan. A PUD concept plan for this development was approved by the City Council in April of 2004. The applicants have revised the plan slightly, including reducing the number of condominiums from 32 to 29 and increasing the total square footage of one of the office buildings from 4,658 to 7,600 square feet. This was accomplished by creating a two story building with a lower level parking garage. Attached for reference: Exhibit 'l: Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Boundary and Topographic Survey Preliminary Plat Site Layout and Utility Plan Grading, Drainage and Erosion Control Plan Sanitary Sewer Plan and Profile Storm Sewer Plan and Profile Preliminary Tree Replacement Plan Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Exhibit 12: Exhibit 13: Exhibit 14: Exhibit 15: Exhibit 16: Exhibit 17: Exhibit 18: Exhibit 19: Exhibit 20: Exhibit 21: ISSUES ANALYSIS Landscape Plan Standard Landscape Details Site Plan West office Building Elevations and Floor Plans East Office - Garage Level Plan East Office -- First/Second Level Floor Plan East Office - Building Elevations Condo Building -- Garage Level Plan Condo Building First Floor Plan Condo Building — Second and Third Floor Plan Condo Building — Building Elevations Signage and Trash Enclosure Plans Photometric Plan Alternate Grading Plans Comprehensive Plan. The Comprehensive Plan designates the entire project area as commercial land use. Should this project move forward, the Comprehensive Plan Land Use Map should be amended to address the mixed commercial /residential land use of this project. Zoning. The northern portion of the subject property is zoned B-2 General Business while the southern portion is zoned R -B Residential /Business Transitional. Within such districts, a PUD is listed as a conditional uAe. The use of the PUD allows multiple buildings on one property with shared parking. The current zoning is consistent with the proposed project. Density. Section 401.15.C.3 of the Zoning Ordinance requires 2,500 square feet of lot area per multiple family unit. In the R -B District, apartment density bonuses are available to allow a maximum 20 percent reduction in square feet of lot area per unit for multiple family dwellings of ten units or more. Bonuses are granted for features such as type 11 construction, an elevator serving each floor, and one-half of the required free parking underground or within the principal structure. With the amenities available, the requirement per multiple family unit is 2,125 square feet of lot area. As a result of the reconfiguration /adjustment of the lot areas as indicated in the preliminary plat, the amount of area devoted to residential use is 60,922 square feet. The requirement of 2,125 square feet of lot area per multiple family unit results in a maximum of 29 units. Thus, the number of dwelling units is considered acceptable. Setbacks. The front of a lot is defined as that boundary abutting a public right -of -way having the least width. The roadway along the west boundary is a private road; therefore, the only boundary with frontage on a public road is the north boundary. The front yard setback requirement in the B -2 District is 40 feet. Like the previous submission, a setback of 25 feet is proposed. The Planning Commission and City 2 Council discussed the setback issue as part of concept plan review. It was determined that the 25 foot setback was acceptable because the property will be fully developed with this project and the buildings will be setback over 60 feet from the pavement of 60 Street North. Additionally, there would be little impact to the right -of -way or property in question with the reconstruction of 60 Street North as part of the MnDOT Highway 36 project. The project complies with the minimum side yard setbacks of ten feet on the east and west sides of the property. The condominium building setback of 30 feet is in compliance with the rear yard requirements of the Zoning Ordinance. Subdivision. To accommodate the proposed development, the applicant has proposed dividing the parcel into three lots and three outlots. The lots are configured to divide each building with its associated parking on one parcel. Outlot A includes the existing parcel in the southeast corner of the property; Outlot B is the main entrance drive; and Outlot C is the joint access drive for the west office building and condominium building. The square footage of the individual lots is as follows: Lot 1 (West Office Building) Lot 2 (Condo Building) Lot 3 (East Office Building) Outlot A (SE Parcel) Out lot B (Main Drive) Outlot C (Access Driveway) 10 square feet 43,508 square feet 22,029 square feet 17 square feet 3,408 square feet 7,717 square feet The plat will need to include the appropriate easements as approved by the City Engineer and City Attorney. At a minimum, 10 foot easements for utilities and drainage will need to be provided along all lot lines. The City Attorney should comment on the use of outlots for the pond and access drives. Access and parking easements will be provided to allow for joint use of the parking and access by each office building and the condominiums. The access easements and agreements shall be addressed in the development agreement. Park Dedication. Park dedication for this development is calculated based upon the separate requirements for residential and commercial development. The condominium development would require a cash dedication equal to 19 percent of the fair market value of land per acre of residential use. The office buildings require a 10 percent cash dedication based upon the fair market value of the land. The purchase agreement between the previous owner and River Valley Rental has established the fair market value. The condominium portion of the development would require a $15,162 cash dedication amount. The west office building would require a $3,230 cash dedication, and the east office building a $4,560 dedication. The total for the project, to be paid at the time of finalization of the final plat and development agreement, would be $22,952. 3 Site Access. The site access for the project is from 60th Street North.. A MnDOT permit will be required for the 60 Street access. Once a permit is issued, a copy should be forward to the City. There will be no access fro the private access road for the East Oaks Condominiums development. Parking. According to Section 401,15.F of the Zoning Ordinance, at least two parking spaces are required per multiple family dwelling unit. In order to qualify for the density allowances, the project is required to provide one -half of the parking underground or within the principal structure. Office buildings are required three spaces plus at least one space for each 200 square feet of floor area The condominium development will require 58 parking spaces. The plans indicate 31 spaces in the underground garage of the condominium building and an additional 34 spaces on the adjacent surface lot. The plans do not indicate any disability accessible stalls in the underground parking garage, At least one van accessible stall should be included in the garage. There will be adequate space to allow for this additional stall requirement There are two exterior disability stalls, one of which is van accessible adjacent to the condominium building. If a third stall is added in the garage, the disability requirements would be satisfied. The two office buildings will require the following parking: The underground parking for the office is proposed with 18 foot parking stalls and a 20 foot drive aisle. Off - street parking requirements typically require an 18/20 foot stall and a 24 foot drive aisle. The garage will be for private office parking. It is expected that customers /clients will utilize the exterior parking stalls. The City Engineer should comment on the design of the underground parking garage. The plans indicate two disability parking stalls for the office buildings; at least three should be provided, one of which is van accessible. Grading and Drainage. As required, a grading and drainage plan has been submitted for review. In addition, the project engineer has provided a Grading and Sediment Erosion Control Plan and a Stormwater Management Plan. The plans, as submitted, indicate that all grading would occur on site with minimal impact to the property to the east. The City Engineer has requested that the developer work with Xcel, the adjacent property owner, to allow grading on their property to better accommodate the topography in the area and reduce the length /height of retaining walls. The plans, labeled as Exhibit 21, indicate the alternate grading plans that include grading on Xcel property. 4 Parking Requirement Parking Provided West Office Building 2,093 SF X .9 = 1 ,884 SF : 200 = 10 + 3 = 13 stalls 14 stalls East Office Building 7,000 SF X .9 = 0,430 SF 4. 200 = 35 + 3 = 38 stalls 38 stalls Site Access. The site access for the project is from 60th Street North.. A MnDOT permit will be required for the 60 Street access. Once a permit is issued, a copy should be forward to the City. There will be no access fro the private access road for the East Oaks Condominiums development. Parking. According to Section 401,15.F of the Zoning Ordinance, at least two parking spaces are required per multiple family dwelling unit. In order to qualify for the density allowances, the project is required to provide one -half of the parking underground or within the principal structure. Office buildings are required three spaces plus at least one space for each 200 square feet of floor area The condominium development will require 58 parking spaces. The plans indicate 31 spaces in the underground garage of the condominium building and an additional 34 spaces on the adjacent surface lot. The plans do not indicate any disability accessible stalls in the underground parking garage, At least one van accessible stall should be included in the garage. There will be adequate space to allow for this additional stall requirement There are two exterior disability stalls, one of which is van accessible adjacent to the condominium building. If a third stall is added in the garage, the disability requirements would be satisfied. The two office buildings will require the following parking: The underground parking for the office is proposed with 18 foot parking stalls and a 20 foot drive aisle. Off - street parking requirements typically require an 18/20 foot stall and a 24 foot drive aisle. The garage will be for private office parking. It is expected that customers /clients will utilize the exterior parking stalls. The City Engineer should comment on the design of the underground parking garage. The plans indicate two disability parking stalls for the office buildings; at least three should be provided, one of which is van accessible. Grading and Drainage. As required, a grading and drainage plan has been submitted for review. In addition, the project engineer has provided a Grading and Sediment Erosion Control Plan and a Stormwater Management Plan. The plans, as submitted, indicate that all grading would occur on site with minimal impact to the property to the east. The City Engineer has requested that the developer work with Xcel, the adjacent property owner, to allow grading on their property to better accommodate the topography in the area and reduce the length /height of retaining walls. The plans, labeled as Exhibit 21, indicate the alternate grading plans that include grading on Xcel property. 4 The plans also indicate that the existing sanitary sewer and storm sewer lines that cross the property will be raised and replaced to allow for the construction of the parking lot/access drives. The easement area for the utility lines will not change. The grading and drainage plans, which include the Grading and Sediment Erosion Control Plan and the Stormwater Management Plan are subject to review and approval of the City Engineer. Utilities. Utility plans have been submitted by the applicant for review by the City. The sanitary and storm sewer lines that cross the property will be raised to allow for the access /parking area. There are no issues with sewer or water supply and service to this property. The plans are subject to review and approval of the City Engineer. Landscape and Tree Preservation. The applicant has provided tree removal, preservation and landscape plans. Most of the significant trees on the site will be removed, but some will be preserved, especially on the edge of the lot. The landscape plan indicates extensive landscaping on the southern property line, landscaping around the office buildings, and plantings in the parking islands. The City Arborist has reviewed the plans and indicated that the design is attractive with proper use of plant varieties. The area between the condominium building and the south property line will be landscaped with 12 foot Black Hills spruce and Colorado spruce to provide the necessary screening of the building and pool area. Additionally, the pool area will be surrounded by a metal fence, in compliance with ordinance requirements for security. The applicant should consider planting additional landscaping directly adjacent to the condominium building to help reduce the mass and scale of the elevations. Trash Enclosures. Exhibit 3 indicates the location of the trash location for the two office buildings. The plans for the enclosures are shown in Exhibit 19. The enclosures will be constructed of materials that match the primary buildings. The trash dumpster storage for the condominium building will be in the garage. The haulers will wheel the dumpsters out to the garage entrance for removal. Sidewalks. Sidewalks are provided in front of the condominium building and the office buildings for access to the building front entrances. The applicant should consider an T �F i extension of the sidewalk on the west side of the westerly office building to 60 s Street. MnDOT is lannin a sidewalk on the south side of 60th Street with the reconstruction p 9 project. That sidewalk could provide a safe connection to the proposed trail for the condominium residents and office tenants. Lighting. A photometric plan and light fixture specifications have been submitted by the applicant. The plans indicate allowable levels of light at all of the property lines. The rear of the condominium building will not be lit, thus there is no issue for the residents to the south in East Oaks. The applicant may need to comment on lighting the pool area. No lighting is shown for that area at this time. 5 The fixtures shown in the specifications are not full cut off. The applicant shall provide specifications indicating full cut off parking lot and building fixtures. The total height of all the parking lot fixtures shall be less than 25 feet. Signage. Exhibit 19 indicates the monument signage proposed for the condominium and office buildings. All of the monument signs are shown at 11 feet 4 inches in height. Monument signs are not allowed to exceed six feet in height for residential multiple family or eight feet for commercial under the signage provisions of the Zoning Ordinance. Wall signs are proposed for the two office buildings. The signs are 32 square feet and compliant with the signage provisions. The City Council may consider allowing the condominium monument sign to be eight feet in height to be consistent with the other two monument signs. Building Height. The maximum building height allowed in the R-B and B -2 Districts is 35 feet measured from the mean ground level to the midpoint of the roof. The height of the condominiums has been reduced from 36 feet 6 inches to slightly less than 35 feet. Such change has been accomplished via a change in the grade surrounding the building. Thus, the proposed height of the condominium building is considered acceptable. The one story west office building would be less than 15 feet in height. The east office building is proposed at less than 30 feet. Design Standards. Proposed exterior materials are rock face C.M.U., cultured stone, and cement board siding and are consistent with Design Standards requirements. There is sufficient variety in the types of materials to be consistent with the Design Standards. The buildings are architecturally detailed with sufficient articulation of the facades. The use of cultured stone and the balconies break up the long elevations of the condominium building. Development Agreement. A development agreement will be required between the City and applicant. The agreement will be finalized and executed subject to review and approval of the City Attorney. CONCLUSION/RECOMMENDATION The proposed development is consistent with the R -B and B -2 zoning of the property and the goals and policies of the Comprehensive Plan. Based upon the preceding review, our office recommends approval of the following: • Planned unit development - general plan of approval — Fox Hollow • Comprehensive Plan land use map amendment to allow the residential use aspect of the project • Subdivision approval — preliminary and final plat • Design Standard review 6 With the following conditions: 1. The Planning Commission and City Council find that the 25 foot front yard setback for the office buildings is acceptable as part of the general plan of development approval. 2. The plat/development agreement shall provide the appropriate easements as required by the City Engineer and City Attorney. 3. The City Attorney shall comment on the use of outlots for the pond and access drives. 4. All access and parking easements and agreements shall be addressed in the development agreement. 5. Park dedication fees of $22,952 shall be paid at time of finalization of the final plat and development agreement. 6. The MnDOT permit for access to 60th Street North shalt be provided to the City. 7. At least one van accessible stall shall be provided in the underground parking garage of the condominium building. 8. At least one van accessible stall shall be provided, in addition to the two stalls shown on the plan, for the office buildings. 9. The grading and drainage plans shalt be subject to review and approval of the City Engineer and applicable watershed district. 10. The alternate grading plans, that indicate a portion of property owned by Xcel Energy, shall be subject to written approval of Xcel Energy and the City Engineer. 11. The utility plans are subject to review and approval of the City Engineer. 12. The landscape plans, tree removal plans, and preservation plans are subject to review and approval of the City Arborist. 13. The applicant shall consider planting additional plant material directly adjacent to the condominium building to reduce the mass and scale of the elevations subject to review and approval of the City Arborist. 14. The applicant shall consider the extension of sidewalk on the west side of the westerl y office building to 60th Street. 15. The applicant shall provide plans for pool area lighting. 7 16. Alt lighting fixtures shall be in compliance with the lighting requirements of the Zoning ordinance. 17. All of the monument signs shall be allowed at a maximum height of eight feet. 18. The Planning Commission and City Council shall comment on the building design and consistency with the Design Standards. 19. A development agreement shall be required between the City and applicant subject to review and approval of the City Attorney. 20. All other conditions of City staff, the Planning Commission and City Council. 8 09 1:0 Iu rn d z z LU -±" tf) a * u W u Z 0 6 w ce oz u 5 E P I .. 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All M11d3i4 SOLI �fl n+rtiv> srx i s eo ' 1vo�ra r 4*11a) A113.11 1 '471'd MOTION X0.4 511V13 0 NO 180530 i3 HS ales --eec (erg) sLnz- -im-PM ) nomonsullossaitamaa 910K1 AVM= 'NO a B nvo I ZHOISONT4r ' ` ►7i t L ].f1�s3 EL, Bonestroo Rosene AnderJik & Associates Engineers & Architects August 17, 2004 Mr. Eric Johnson, Administrator City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, MN 55082-2007 Re: Fox Hollow P.U.D Grading Plan and Utilities Review BRA File No. 55-04-000 Dear Eric: Site Layout and Utility Plan- Sheet 2 of 7 Bonestroo, Rosene, Anderiik and Associates, Inc. i. rmative Action /Equal Opportunity Employer and Employee Owned Principals: Otto G. Bonestroo, P.E. • Marvin L. Sorvala, P • Glenn R. Cook, P.E. * Robert G. Schunicht, P.E. • Jerry A. Bourdon, P.E. • Mark A. Hanson, RE. Senior Consultants: Robert W. Rosene, P.E. « Joseph C. Anderiik, P.E. • Richard E. Turner, P.E. • Susan M. Eberlin, C.P.A. Associate Principals: Keith A. Gordon, P.E. • Robert R. Pfefferle, RE. • Richard W, Foster, P.E. * David 0. Loskota, P.E. • Michael T. Rautmann. RE. • Ted K. Field, P.E. • Kenneth P. Anderson, P.E. • Mark R. Rolfs, P.E. • David A. Bonestroo, M.B.A. • Sidney P. Williamson, PE.. L.S. • Agnes M. Ring. M.B.A. • Allan Rick Schmidt . Thomas W. Peterson, P.E. • James R. Maland, P.E. • Miles B. Jensen, RE. • L. Phillip Gravel ltl. RE. • niel J. Edgerton, RE. • Ismael Martinez, RE. • Thomas A. Syfko, RE. * Sheldon 1 Johnson • Dale A. Grove, P.E. homas A. Roushar, P.E. ■ Robert J. Devery, RE. Offices: St. Paul, St. Cloud, Rochester and Wifimar, MN • Waukee, WI • Chicago. IL Website: www.bonestroo.com We have reviewed the grading, ponding, erosion control and utility plans for the proposed Fox Hollow development as submitted by Stevens Engineering and have the following comments and/or recommendations for your consideration: 1. Is the flow of traffic around the island located in the northwest corner of the parking lot one way or two way? 2. In the northwest corner of the parking lot there are several stalls that are only 15.3'. Are these stalls for compact cars only? 3. The handicapped stalls require accessible aisles. Any van accessible parking spots need to be posted as such. 4. The handicapped space that is located in a parallel parking space should be a total of 13 feet wide. 5. Where are the locations of the curb ramps? 6. The handicapped parking sign and the pavement marking for the east handicapped spot is not shown on the same parking stall. 7. What type of curb and gutter is being installed? 8. There shall be a minimum of 5 feet of separation between any building /wall and the back of curb. 2335 West Highway 36 St. Paul, MN 55113 2 651 - 636 -4600 ' Fax: 651 - 636-1311 9. Any curb box located in pavement shall have a cover. The recommended cover is a Ford Type Al single locking lid. 10. The curb box for the east office building is drawn on the property line rather than the water service. n being made to the existing main along 60 Street? Is it a wet tap? 11. How is the �ox�nectxo g m .. g g p 12. Approval must be obtained from the Building Inspector and Fire Department that each building has the appropriately sized water main/service for fire protection. 13. All water main shall have 7.5 feet of cover. 14. There is a description of a storm sewer pipe being placed flush .. ith the face of the retainin g wall. The detail for this is not yet shown on the detail sheets. Grading, Drai and Erosion Control- Sheet 3 of 7 1. The slopes on Xcel Energy property are labeled as 4 :1; however, if these are 2 foot contours, as shown, then the slopes actually scale as 2 :1. In addition, the 6 :1 slopes in this area are actually 3:1. 2. Slopes shall not exceed 3:1 in any areas that are to be mowed and/or within any drainage and utility easement. 3. The design and construction of the proposed retaining walls are the responsibility of the developer's engineer. Detailed design drawings and calculations for these walls shall be submitted to the City for review and approval prior to construction. 4. Under existing conditions it appears that the overflow route for the existing pond is to the east. This direction should be maintained as the emergency overflow route for the proposed pond (the proposed pond's BOF appears to be to the south/southeast).. 5. The storm water pond is required to have a 10 :1 maintenance bench. 6. On Note 2 the City of Hugo should be changed to Oak Park Heights. Storm Water Pollution Prevention Plan and Erosion Control Plans: 7. Each set of plans should include both a temporary and a permanent erosion control plan as required by the NPDES permit from the Minnesota Pollution Control Agency, This requirement is for any land disturbing activity greater than one acre, which includes this project. 8. Limits of clearing and grading should be indicated on the erosion and sediment control plans, both temporary and permanent. 9. Total impervious surface from proposed building, proposed parking area, and access drive should be provided. 10. Inspection reports should be routed to the City of Oak Park Heights weekly, or after each .5 inch rain event, whichever is more frequent 11. Details for the following should be included in the plan set and the SWPPP: a. Stockpile protection b. Inlet protection Temporary Erosion Control Plan: 12. All silt fence locations should be more clearly defined on provided plans. In addition, we recommend silt fencing extend along the entire south and east portions of the site. 13. Machine type sliced silt fence (MnDOT 3886 B 2) should be the only acceptable practice. Also, detailed drawings should be provided in revised plan set, including metal fence posts if over winter construction activity. 14. Detailed drawings on all construction entrances should include a geotextile liner beneath the rock for proper performance standards. 15. Inlet protection devices shall be used on all catch basins, and curb and gutter openings. Details and locations should be provided. 16. Provide phased construction schedule. This is designed and intended to limit the amount of exposed land area at one time. 17. Define and locate on plan any temporary vegetation protection to be installed prior to commencing land grading activity. 18. If pond is to be used for temporary site dewatering purposes, silt fence should be located around the pond to control on site drainage. Permanent Erosion Control Plan: 19. All slopes that are 4:1 or steeper should be specified as stabilized with erosion control blanket within 7 days of final grade and should be clearly indicated on permanent erosion control plan. 20. Seeding and mulching of all open soil areas is critical to staging construction. No open soil shall be open longer than 14 or 21 days after final grading is complete, this should be indicated along with areas for revegetation on plan set. This time of exposure is dependent upon slope gradient. 21. Provide detail for controlled overflow of pond, both for temporary and permanent storm water storage. Sanitary Sewer Plan and Profile- Sheet 4 of 7 1. To provide capacity during the interim and ultimate conditions the minimum required slope of the proposed 12" PVC sanitary sewer is 1.0%. 2. Information is required on the height and type of material for the risers. 3. The detail for the outside drop is not shown on the detail sheets. Storm Sewer Plan and Profile- Sheet 5 of 7 1. The P lans call for placing a new 36" RCP storm sewer over the existing storm sewer. If this is the chosen design it is recommended that the existing storm sewer be completely removed; however, removal and replacement of the 36" storm sewer is ve ry costly. Another option (and possibly a more economical one) is to keep the . existin g storm sewer in use and counter the additional fill by placing a concrete bridge directly over the top of the existing 36" storm sewer. 2. It is recommended that the outlet structure for the pond be located where it is easily accessible for maintenance. 3. The outlet structure for the pond has 2-15" orifices located inside the structure. It is not clear if the design is to control rate during low flow events or to act as a skimmer. If this is for rate control an orifice should be placed at the normal water level. For skimming, it is recommend that a clearance of 1' be maintained between the NWL and the top of the skimming structure. 4. It appears that the and outlet pipe may be in conflict with the footings of the pP pond retaining wall. Rather than crossing the retaining wall at approximately a 45° it angle, is recommended that the pipe cross the retaining wall at right angles. If you questions or require have an uestions uire additional information, please contact me at (651) 604-4788 q or Dennis Postier at (651) 604 -4815. Sincerely, BO STROO, ROSENE, ANDERLIK & ASSOCIATES INC Karen S. Erickson, P.E. cc: Tom Ozzello, Public Works Director Jim Butler, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Kathy Widin, City Arborist Todd A. Erickson Folz, Freeman, Erickson, Inc. DMP, DDH, File Bonestroo & Associates K 55L55040041work In_ProBressUohnson K5E ^fox hollow pud 8- 17- 04.doc Bonestroo Rosene MEM Anderllk & Associates Engineers & Architects March 17, 2005 Mr. Eric Johnson, Administrator City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, MN 55082 -2007 Re: Fox Hollow P.U.D Final Plan Review BRA File No. 55 -04 -000 Dear Eric: 7 West Highway 36 St. Paul, MN 55113 Office: 651-636-4600 Fax: 651-636-1311 www.bonestroo.com We have reviewed the updated final plans for the proposed Fox Hollow development as submitted by Stevens Engineering and have the following continents and/or recommendations for your consideration: Site Layout and Utility Plan= Sheet 2 of 7 1. Specify on the detail the type of cover to be placed on the curb boxes located in the pavement. if the type of cover is called out in the specifications please provide a copy of the section. 2. For the south building the gate valve symbol for both the 6" and 4" valve are not shown on the drawings. In addition, the 4" gate valve is not called out. Grading, Drainage and Erosion Control - Sheet 3 of 7 1. Detailed design drawings and calculations for the retaining walls shall be submitted to the City for review and approval prior to construction. 2. Details should be submitted for the location where the storm sewer is flush with the retaining wall. To prevent erosion at this location, it is recommended that rip rap be placed below this pond inlet. 3. The drawings show the Emergency Overflow for the pond over the east retaining wall. Provide detail of this EOF. • St. Paul, St. Cloud, Rochester, Willmar, MN Milwaukee, WI • Chicago, IL Affirmative Action /Equal Opportunity Employer and Employee Owned Details- Sheet 6 of 7 1. The cross section view of the Outlet Structure Detail does not match the 3D view. In the 3D view the two 15" diameter orifices should be raised to match the elevation of the outlet pipe. Developer's Agreement 1. Attached is the revised cost estimate for the Plan A improvements. 2. Items such as retaining walls, parking lots and trees are located within the drainage and utility easements. A paragraph should be included in' the Developer's Agreement stating that the Developer will be responsible for all costs necessary to repair or replacement private improvements, should the City ever need to repair, replace and maintain the pond and public utilities located within the easements. Basements 1. The utilities and ponding area are located within the drainage and utility easements. General Comments 1. Prior to issuing the grading permit the developer should provide the City with a signed copy of the easement from Xcel energy. 2. The fire chief should approve the plans prior to the City issuing the grading permit. If you have any questions or require additional information, please contact me at (651) 604-4788 or Dennis Postler at (651) 604 -4815. Sincerely, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES INC a/L&YI 61 4;744 CA" \-- Karen 8. Erickson, P.E. cc: Tom Ozzello, Public Works Director Jim Butler, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Kathy Widin, City Arborist Scott Ward, Stevens Engineering DMP, DDH, File -- Bonestroo & Associates Attachment K:155\5544000\Work In ProgressVohnson KSE ^fox hollow pud 3- I5- 05.doc 2 DESCRIPTION OF PLAN A IMPROVEMENTS: ESTIMATED COST FOX HOLLOW PUD 1 Boulevard and Swale $11 ,000.00 2 Landscaping TBD from Arborist 3 Street Signs $750.00 4 Street Lights NA 5 Grading, Streets and Removals $232,800.00 6 Erosion Control $5,000.00 7 Pond Protection & Restoration $5,000.00 8 Utilitiy Protection & Repair $5,000,00 9 Street Protection & Repair $8,300.00 10 Sanitary Sewer $3,000.00 11 Water Main $40,70.00 12 Storm Sewer $20,1 50.00 13 Existing Trunk Sanitary Sewer Replacement $67,900,00 14 Existing Trunk Storm Sewer Replacement $71 ,000.00 15 City Inspection of Existing Trunk Sewers $9,400.00 TOTAL ESTIMATED CONSTRUCTION COST OF PLAN A IMPROVEMENTS ESTIMATED ENGINEERING, LEGAL AND ADMIN (20 %) TOTAL ESTIMATED CONSTRUCTION COST OF PLAN A IMPROVEMENTS SECURITY REQUIREMENT $430,000.00 $96,000.00 $576,000.00 $144,000.00 Bonestroo Roseri e MEM Anderlilt & Associates Engineers & Architects March 28, 2005 Mr. Eric Johnson, Administrator City of Oak Park Heights 14168 Oak Park Boulevard P.O. Box 2007 Oak Park Heights, MN 55082 -2007 Re: Fox Hollow P.ILD Final Plan Review BRA File No. 55-04-000 Dear Eric: We have reviewed the final plans dated March 25, 2005, for the proposed Fox Hollow development as submitted by Stevens Engineering. All previous comments have been addressed, however the elevation of the emergency overflow swale must be determined in the field, as described below. On sheet 3 of 7 the elevation at the top of the emergency overflow swale is shown as 846.5, which is different than the elevation of 845.8 shown on the detail (sheet 6 of 7), The actual elevation for the top of the overflow swale should be set in the field by determining the low point at the existing 846 saddle. This area is labeled as Point A on the attached sheet. The top of the emergency overflow swale should then be set at a minimum of 6" below the low point at Point A. It is essential that the overflow swale directs water to the east. If you have any questions or require additional information, please contact me at (651) 604 -4788 or Dennis Postier at (651) 604-4815. Sincerely, 2335 West Highway 36 St. Paul, MN 55113 Office: 651 - 636-4600 I Fax: 651 - 636-1311 wwwbonestroo.com BONESTROO, ROSENE, ANDEILtK & ASSOCIATES INC J M Karen S. Erickson, P.E. cc: Tom Ozzello, Public Works Director Jim Butler, Building Official Scott Richards, City Planner Mark Vierling, City Attorney Kathy Widin, City Arborist Scott Ward, Stevens Engineering DMP, DDH, File Bonestroo & Associates Attachment 5t. Paul, St Cloud. Rochester. Willmar. MN * Milwaukee, WI " Chicago, IL Affirmative Action /Equal Opportunity Employer and Employee owned • a L l • • • 1 • F • • F { • • 1 a • • L • a • " • • a • 1 • • S I 1 • • • • r . . • • 1 l r 4 • 1 • • • • ▪ • • • • • F