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HomeMy WebLinkAboutItem 03 September 19, 2014 Item No. _______ SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION SEPTEMBER 22, 2014 SPECIAL CITY COUNCIL MEETING Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Spirit of Brandtjen Farm Commercial 1st Addition preliminary and final plat and Development Stage PUD, and 2) a Reserved Area Agreement. Passage of this motion will allow the construction of a Hy-Vee grocery store, convenience fuel store and car wash within the Spirit of Brandtjen Farm planned unit development (SBF PUD). Overview Tradition Development (a/k/a SBF Development Corp.) representatives are requesting approval of the Spirit of Brandtjen Farm (SBF) Commercial 1st Addition preliminary and final plat of two commercial lots and seven outlots, and Development Stage PUD plans for a 91,000 square foot Hy- Vee grocery store on one lot and a Hy-Vee convenience fuel and car wash on the other lot. This is the first commercial development project proposed within the SBF PUD approved in 2005. The Planning Commission held a public hearing on the SBF Commercial 1st Addition preliminary plat and Development Stage PUD at their September 4, 2014 meeting and unanimously recommended approval. There was no public comment. The Parks, Recreation and Natural Resources Committee recommended unanimous approval of the preliminary plat at their September 3, 2014 meeting. Staff also recommends approval. Primary Issues to Consider • What is the Reserved Area Agreement? • What improvements are required to the existing Pilot Knob Road/Dodd Boulevard intersection? Supporting Information • Staff analysis of issues • Resolution approving the preliminary and final plat and Development Stage PUD • Reserved Area Agreement • Signed development contract and temporary drainage and utility easement agreement • Planning Commission and Parks, Recreation & Natural Resources Committee minutes • September 17, 2014 planning and engineering reports __________________________ Daryl Morey, Planning Director Financial Impact: $____________Budgeted: Y/N ____ Source: ______________________________________ Related Documents (CIP, ERP, etc.): _Zoning and Subdivision Ordinances and SBF PUD__________________ Notes: ____________________________________________________________________________________ Staff Analysis of Primary Issues • What is the Reserved Area Agreement? The Reserved Area Agreement is a result of the transportation study of the Pilot Knob Road (CSAH 31) corridor and its intersection with 160th Street (CSAH 46) that was completed several years ago by Dakota County. The transportation study recommends that the County preserve 250 feet of right-of-way for both Pilot Knob Road and 160th Street within one-quarter mile of the intersection for a possible future compact urban interchange. The Reserved Area Agreement is an agreement between Dakota County, the cities of Lakeville and Apple Valley, and the property owner/s abutting Pilot Knob Road and/or 160th Street within one-quarter mile of the intersection. In order to minimize the future expense of the additional right-of-way acquisition that would be needed for the compact urban interchange, the agreement only allows certain improvements within the reserved area. Those improvement include: landscaping, signage as allowed by City ordinance, irrigation, stormwater infiltration areas, monuments, pathways, small utilities, and lighting. Buildings, permanent structures, and parking lots are not allowed in the reserved area. The reserved area is identified on the color exhibit attached to the agreement. • What improvements are required to the existing Pilot Knob Road/Dodd Boulevard intersection? The SBF Commercial 1st Addition preliminary and final plat includes the construction of a City street east of Pilot Knob Road, at the existing intersection with Dodd Boulevard (CSAH 9). This street extension will be named 162nd Street since it will be a City street and not a County road. Currently, 162nd Street is an unimproved driveway access to the Aggregate Industries gravel processing area in the northerly portion of the SBF PUD. The gravel processing in SBF will end this year with reclamation occurring next year. The area of the SBF Commercial 1st Addition has already been reclaimed and restored by Aggregate Industries. The developer has prepared a traffic study for the proposed SBF Commercial 1st Addition development. The traffic study has helped determine roadway geometrics and turn lane needs for 162nd Street at the Pilot Knob Road/Dodd Boulevard intersection, which in turn has helped determine the right-of-way necessary for 162nd Street. Preliminary discussions regarding the design of 162nd Street and the need for roadway and traffic signal improvements at the Pilot Knob Road/Dodd Boulevard/162nd Street intersection have been held with Dakota County staff. Because additional time and discussion between the developer, the County and the City are needed to finalize the intersection improvements, Paragraph 30.E of the development contract/PUD agreement includes wording that the developer, the County and the City will determine the extent of improvements that will be required at the existing Pilot Knob Road/Dodd Boulevard intersection, as well as the cost of those improvements. In addition, the developer is requesting that the County and City share in those costs. Any City cost sharing will require approval by the City Council. Improvements to the existing Pilot Knob Road/Dodd Boulevard intersection will begin next spring and must be completed prior to the opening of Hy-Vee in the fall. The SBF Commercial 1st Addition preliminary and final plat will be reviewed by the Dakota County Plat Commission at their 1:00 p.m. meeting on Monday, September 22nd. (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. __________ RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT AND DEVELOPMENT STAGE PUD PLANS FOR SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION WHEREAS, the owner of the plat described as Spirit of Brandtjen Farm Commercial 1st Addition has requested preliminary and final plat and Development Stage PUD approval; and WHEREAS, the preliminary plat and Development Stage PUD was reviewed by the Planning Commission and the preliminary plat was reviewed by the Parks, Recreation and Natural Resources Committee; and WHEREAS, the preliminary and final plat and Development Stage PUD plans are acceptable to the City. NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council: 1. The preliminary and final plat and Development Stage PUD for Spirit of Brandtjen Farm Commercial 1st Addition is hereby approved subject to the development contract and planned unit development agreement, the security requirements, and the terms and conditions of the Spirit of Brandtjen Farm Master Planned Unit Development Stage Plan Agreement dated October 17, 2005. 2. The Mayor and City Clerk are hereby directed to sign the final plat mylars. 3. The City Clerk is directed to file a certified copy of this resolution with the Dakota County Recorder. APPROVED AND ADOPTED this 22nd day of September, 2014. CITY OF LAKEVILLE BY: _____________________ Matt Little, Mayor ATTEST: ________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) ( CITY OF LAKEVILLE ) I hereby certify that the foregoing Resolution No. _______ is a true and correct copy of the resolution presented to and adopted by the City Council of the City of Lakeville at a duly authorized meeting thereof held on the 22nd day of September 2014, as shown by the minutes of said meeting in my possession. ________________________ Charlene Friedges, City Clerk (SEAL) CITY OF LAKEVILLE PARKS, RECREATION & NATURAL RESOURCES COMMITTEE MEETING MINUTES September 3, 2014 Chair Kelly called the meeting to order at 6:00 p.m. in Council Chambers at City Hall. Members Present: Lori Bovitz, Scott Kelly, Howard Lovelace, Jeanne Peterson, Bob Swan Members Absent: Tom Goodwin and Judy Hayes Staff Present: Parks & Recreation Director Brett Altergott, Environmental Resources Manager Mac Cafferty, Recording Secretary Tamara Wallace 2. Approval of July 30, 2014 minutes Minutes were approved as presented. 3. Citizen comments There were no citizens present. 4. Staff report The King Park parking lot is nearing completion with striping scheduled for September 4 (weather permitting), and the Parks crew finishing up restoration around the playground. The Twin City Power Boat Association has approached Lakeville to hos t a powerboat race on Lake Marion in the summer of 2015 or 2016. Further information and research into the logistics must be done. WSB should have an alignment ready for the North Creek Greenway in the next few weeks. Summer programs have wrapped up, and fall programs will start in the next week. Curbing, mill and overlay work is being done on Kenrick Avenue. Detour signs are currently up; the road work should take two weeks. 5. SBF Commercial First Additional Preliminary plat Staff reviewed the SBF Commercial First Additional Preliminary plat, and discussed storm water drainage and ponding. Motion made by Lori Bovitz, seconded by Howard Lovelace to recommend to City Council approval of the SBF Commercial First Additional Preliminary plat, subject to the recommendations as presented by City staff. Ayes: unanimous 6. Other Business MEMORANDUM TO: Daryl Morey FROM: Daniel Licht, AICP DATE: 17 September 2014 RE: Lakeville – SBF HyVee/Commercial 1st Addition TPC FILE: 135.01 BACKGROUND SBF Development Corporation has submitted plans for Spirit of Brandtjen Farm Commercial 1st Addition consisting of two lots and seven outlots located at the southeast quadrant of 160th Street (CSAH 46) and Pilot Knob Road (CSAH 31). The two lots are proposed for development of a grocery store, convenience fuel store and car wash. The subject site is zoned PUD, Planned Unit Development District as approved by the City Council on 20 June 2005. The proposed development requires consideration of PUD Development Stage Plan, Preliminary Plat and Final Plat applications. Exhibits: A. Site Location B. Preliminary Plat C. Final Plat D. Preliminary and Final Plat Title Sheet E. Erosion & Sediment Control Plan (3 pages) F. Grading & Drainage Plan (3 pages) G. Utility Plan (2 pages) H. Street Plan (3 pages) I. Hy-Vee Title Sheet J. Hy-Vee Site Information K. Hy-Vee Erosion & Sediment Control Plan L. Hy-Vee Grading & Drainage Plan M. Hy-Vee Utility Plan N. Hy-Vee Paving & Dimension Plan O. Hy-Vee Landscape Plan P. 162nd Street Median Plantings Plan Q. Hy-Vee Parking Lot Landscaping R. Hy-Vee Convenience Fuel Store Truck Turning Movements S. Hy-Vee Lighting Plan and Canopy Lighting Fixture Details (5 pages) T. Hy-Vee Grocery Exterior Elevations and Floor Plan (3 pages) U. Hy-Vee Gas Exterior Elevations and Floor Plan (3 pages) V. Hy-Vee Car Wash Exterior Elevations and Floor Plans (2 pages) W. 162nd Street/Pilot Knob Road Proposed Intersection X. 162nd Street/Pilot Knob Road Future Intersection Y. Temporary Drainage and Utility Easement Sketch Z. Access Easement Sketch ANALYSIS Comprehensive Plan. The 2008 Comprehensive Land Use Plan guides the subject site for commercial land uses reflecting the land uses designated by the SBF Land Use Plan approved by the City Council as part of the SBF PUD Booklet dated 20 June 2005. SBF Land Use Plan. The SBF Land Use Plan guides the subject site for mixed use development based on the uses allowed in the O-R District and C-3 District as established by the Zoning Ordinance. An amendment to the SBF PUD Booklet was approved in 2010 to allow for development of big box retail users, such as the proposed grocery store, within this area of SBF. The proposed grocery store, convenience fuel store and car wash are thus allowed uses of the subject site and subject to compliance with applicable requirements of the Zoning Ordinance. MUSA. The subject site is within the current MUSA and sanitary sewer and water utilities are available to the property to accommodate the proposed SBF Commercial 1st Addition plat. Surrounding Land Uses. The subject site is surrounded by the following planned and existing land uses: Direction Land Use Plan Zoning Map Existing Use North Apple Valley Apple Valley Commercial East Office/Residential SBF PUD District Gravel Processing South Quasi-Public High Density Residential P/OS District SBF PUD District Cemetery Undeveloped West L/MD Residential RST-2 District Undeveloped The proposed commercial development is separated from the land uses to the north and west by 160th Street (CSAH 46) and Pilot Knob Road (CSAH 31) creating a physical barrier and mitigating any potential land use compatibility issues. Land uses 2 to the east of the subject site will be developed in accordance with the SBF Land Use Plan and SBF PUD District standards insuring consistent and compatible development. The SBF Land Use Plan anticipates high density residential uses on the south side of 162nd Street and there is an existing cemetery on the south side of the roadway that provides a buffer from the SBF single family lots and East Community Park farther to the south. Exterior Materials. Exterior elevations have been submitted for the grocery store, convenience store and car wash buildings. Section 11-17-9.D.1 of the Zoning Ordinance requires the buildings to use a minimum of three Grade A materials listed in Section 11-17-9.B of the Zoning Ordinance, although brick is allowed as a single Grade A material, for a minimum of 65 percent of the area of each façade. Grade B or C materials defined in Section 11-17-9.B of the Zoning Ordinance may be used for up to 35 percent of the area of each façade or 10 percent Grade D materials may be used. The applicant has identified the percentage of material grades used on each façade of the grocery store building and must do so for the convenience store and car wash buildings. Exterior materials for the grocery store complies with the minimum requirement for use of Grade A materials. The submitted elevations for the convenience fuel store and car wash buildings will need to be revised to identify the ratio of Grade A, B and C materials in compliance with Section 11-17-9.D.1 of the Zoning Ordinance. Landscaping. A landscape plan has been submitted for the area of Lots 1 and 2, Block 1, with appropriate plantings and plant sizes. The yards for Lots 1 and 2, Block 1 along Pilot Knob Road and 162nd Street provide for low-growing shrubs adjacent to the off- street parking areas to screen them from view as required by Section 11-21-9.D.1 and 11-73-7.D.4 of the Zoning Ordinance. The landscape plan for Lot 1, Block 1 also provides for plantings required along the east lot line and at the northeast and southeast corners of the site to screen the loading dock area from view of public rights-of-way and adjacent properties, which will be further screened when the future commercial sites to the east develop. The developer has submitted a landscape plan for the median within 162nd Street at the intersection with Pilot Knob Road to accommodate landscaping to create an enhanced appearance at the entrance to the development consistent with the expectations and guidelines of the SBF PUD District. The median is to be irrigated to ensure the long term health and vitality of the landscaping. A landscape plan for Outlot G should also be prepared and submitted for staff review. Lot Requirements/Setbacks. The SBF Land Use Plan does not establish minimum lot area or width requirements for developments within the PUD District, although Lots 1 and 2, Block 1 and Outlots A, B and C all exceed the respective C-3 District minimums. The perimeter of Block 1 requires a 30 foot setback for buildings and a 15 foot setback for parking from public rights-of-way. The site plans for Lots 1 and 2, Block 1 comply with these requirements. Interior setbacks are to be evaluated based on specific site designs. 3 Plat Access. The subject site is proposed to have access to Pilot Knob Road (CSAH 31) at 162nd Street and to 160th Street (CSAH 46) at Elmhurst Lane. The access to Pilot Knob Road will have one inbound lane and three outbound lanes providing dedicated left turn, straight and right turn lanes as required by Dakota County (Exhibit W). The developer will also be required to make improvements to the west leg of the intersection (Dodd Boulevard) with Pilot Knob Road so that the traffic lanes align properly. The developer has prepared an exhibit (Exhibit X) showing the possible addition of a second westbound left turn lane on 162nd Street at Pilot Knob Road, as requested by Dakota County and based upon a traffic impact study prepared by the developer. The 160th Street intersection at Elmhurst Lane would be limited to three- quarter access. The proposed accesses to Pilot Knob Road and 160th Street are subject to review and approval by the City Engineer and the Dakota County Plat Commission. Streets. The preliminary plat provides for 162nd Street as a three lane commercial roadway within an 80 foot right-of-way that expands to a divided roadway between Pilot Knob Road and Equestrian Trail. The street has two through lanes for traffic with dedicated turn lanes at the west and center access to Block 1 and at Equestrian Trail. The submitted plans indicate 162nd Street will extend east to the intersection with the north-south minor collector street that goes through SBF between 160th Street and 170th Street. The typical section for both 162nd Street and Elmhurst Lane identify a two lane street with center turn lane with a 44 foot wide section within an 80 foot right-of-way consistent with the City’s standard section design for commercial streets. The proposed street section and construction plans are subject to review and approval of the City Engineer. Pedestrian Access. There is an existing trail on Pilot Knob Road abutting the subject site. The developer must revise the submitted plans to provide for construction of a trail along 160th Street between Pilot Knob Road and Elmhurst Lane. The developer is responsible for grading of the trail with the construction cost divided between the City and developer in accordance with Section 10-4-3.H.4 of the Subdivision Ordinance. Within the development, Section10-4-3.H.1 of the Subdivision Ordinance requires sidewalks within commercial areas to be eight feet wide. The submitted plans indicate that an eight foot wide concrete sidewalk will be constructed on the north side of 162nd Street and a five foot concrete sidewalk constructed on the south side of the roadway between Equestrian Trail and Elmhurst Lane. The plans must be revised to also include a five foot concrete sidewalk on the south side of 162nd Street between Equestrian Trail and Dodd Boulevard. Eight foot wide sidewalks will be constructed on both sides of Elmhurst Lane. The sidewalks on 162nd Street and Elmhurst Lane connect with the sidewalks to be constructed on Equestrian Trail south of 162nd Street. There are also sidewalks provided within Block 1 between the buildings and the public sidewalks for pedestrian access. Site Access. The submitted plans illustrate that the development of Lots 1 and 2, Block 1 and Outlots A, B and C will share three accesses to 162nd Street and one access to Elmhurst Lane. Documents establishing an ingress/egress easement for 4 access to each of the lots and outlots within Block 1 have been submitted and will be recorded with the final plat. The accesses to 162nd Street are setback 320 feet from the intersection with Pilot Knob Road, a minimum of 230 feet between driveways and 215 feet from the intersection with Elmhurst Lane, which is consistent with the requirements of Section 11-19-7.I.6 of the Zoning Ordinance. The center access from Lot 1, Block 1 to 162nd Street is aligned with Equestrian Trail to the south to ensure safe turning movements for vehicles leaving/entering the site and the residential neighborhood to the south. Off-street parking. The table below illustrates the calculation of required off-street parking: Use Requirement Gross Area Net Area Required Stalls Stalls Provided Grocery Retail 1 stall/200sf. 89,411sf. 80,470sf. 403 534 Rest. 1/40sf. seats 1,900sf. na 48 Lot 1 Subtotal 451 C-Store Retail 1 stall/200sf. 4,097sf. 3,688sf. 19 28 Car Wash 1 stall/bay 4 bays - - 4 Lot 2 Subtotal 23 Total 474 562 Note: The seating area for the restaurant within the grocery store was calculated but not the kitchen area as we could not distinguish between the restaurant and a deli counter typical of a grocery store. There are 534 parking stalls provided on Lot 1, Block 1 and 28 stalls provided on Lot 2, Block 1 for a total of 562 parking stalls. Both sites exceed the number of parking stalls required by the Zoning Ordinance individually and cumulatively. Cart storage within the grocery store parking lot is also identified on the site plan in accordance with Section 11-19-7.I.20 of the Zoning Ordinance. The parking lot design includes 60 degree angled parking and 90 degree stalls on Lot 1, Block 1 and 90 degree stalls on Lot 2, Block 1. The 90 degree parking stalls are provided as 10 feet wide and 18 feet deep with a two foot overhang beyond the curb and 24 foot wide drive aisles, which complies with Section 11-19-7.I.1 of the Zoning Ordinance. The 60 degree stalls are nine feet wide and 21 feet deep with 18 foot drive aisles, which also complies with Section 11-19-7.I.1 of the Zoning Ordinance. At the north and south ends of the grocery store parking lot there are 90 and 60 degree parking stalls sharing drive aisles for two way traffic. The second drive aisle north of 162nd Street also has 60 degree parking stalls oriented in opposite directions. The orientation of these stalls is acceptable based on the overall circulation patterns for Lots 1 and 2, Block 1. The width of the islands along the west side and the island at the north side of the grocery store parking lot provide the 15 foot setback from the private drive as required by Section 11-19-7.I.1 of the Zoning Ordinance. The applicant has identified the area of the landscape islands within the parking lot, which exceeds the requirements of Section 5 11-21-9.D.2 of the Zoning Ordinance to provide a minimum of five square feet of landscaped area for each 100 square feet of parking stalls and drive aisles, with no landscape island smaller than 160 square feet. Loading. The site plan indicates that the grocery store will have a loading area at the center of the east wall of the building. There is driveway access at 162nd Street and Elmhurst Lane to allow for delivery trucks to drive straight through the loading area for good circulation. Without knowing a development plan for Outlot C, the applicant must address screening of the loading area and rear of the grocery building from view of Elmhurst Lane and 162nd Street. The proposed convenience fuel store does not have a designated loading area. The developer has submitted a site plan illustrating the access turning movements of fuel and retail goods delivery vehicles to demonstrate that adequate circulation is provided. Grocery Drive Through. There is a two lane drive through at the northwest corner of the building, one lane for grocery pick up and the other for pharmacy patrons. There appears to be stacking space for only one vehicle behind the pharmacy service station and possibly two behind the grocery pick up. But the width of the drive aisle crossing in front of the building increases in width south of the drive through effectively increasing the depth of the stacking lanes to four cars without interfering with pedestrian access to the building. Grocery Outdoor Sales. The site plan illustrates a seasonal outdoor sales area along the west façade of the grocery store. Section 11-73-11.B of the Zoning Ordinance allows the grocery store to have accessory outdoor sales limited to 10 percent of the area of the principal building, which the designated areas comply with. The location of the outdoor sales area further do not interfere with pedestrian access to the grocery store entrances or effect traffic visibility. Convenience Fuel Store. Section 11-37-5 of the Zoning Ordinance establishes specific provisions for convenience fuel uses including grocery and/or prepared food that must be addressed as part of the PUD Development Stage Plan:  Hours are not limited unless required by the City Council.  Section 11-37-3.F establishes location and design standards for the canopy over the fuel islands. The canopy is setback at least 20 feet from public rights-of-way to protect traffic visibility and complies with the structure and canopy fascia standards. The plans also specify that all lighting under the canopy is to be flush mounted to the bottom face and that the architectural materials and colors for the canopy are consistent with the design of the principal building.  Fuel pumps are shown to be located upon a raised island a minimum of six inches above the drive aisle grade, as required by Section 11-37-3.G of the Zoning Ordinance. 6  The utility plan identifies installation of an oil/grit separator that complies with the requirements of Section 11-37-3.H of the Zoning Ordinance and is subject to review and approval of the City Engineer.  A minimum of 25 percent of the area of Lot 2, Block 1 must be landscaped. The submitted plans indicate that there is 36 percent of the lot area not covered by buildings, parking areas or drive aisles meeting this requirement.  The site plan provides for a pedestrian sidewalk the full width of the building that complies with the minimum requirements of Section 11-37-3.M of the Zoning Ordinance for a minimum three foot unobstructed width.  Section 11-37-3.N of the Zoning Ordinance establishes that any public address system cannot be audible at the property line. Furthermore, the public address system may not play music and/or advertisements.  The site plan for the convenience store identifies outdoor sales areas on the east and south sides of the building. The location and area of the outdoor sales area is limited by Section 11-37-3.O of the Zoning Ordinance to only those areas adjacent to the building, with the stipulation that outdoor sales displays may not exceed five feet in height. No other outdoor storage areas are allowed to occur on the subject site without an amendment to the PUD Development Stage Plan.  The site plan identifies an exterior trash enclosure to the southeast of the convenience fuel building and details regarding its construction are included on the building plans. The trash enclosure is to be constructed of the same brick material as the principal building and it meets the requirements of Section 11-18- 11 of the Zoning Ordinance. Car Wash. Section 11-73-7.D establishes performance standards applicable to the allowance of a car wash accessory to a convenience fuel use:  Section 11-73-7.D.1 of the Zoning Ordinance requires that an accessory car wash be included as part of the principal building. Flexibility from this requirement may be considered as part of the PUD Development Stage Plan given that the scale of the four bay car wash is more of a secondary use of the site versus a single bay that would be an accessory use.  Section 11-73-7.D.2 of the Zoning Ordinance requires stacking space for six vehicles per wash bay, whereas there is space for four vehicles per wash bay provided on the site plan. With four wash bays and additional stacking space within the area of the car wash site plan, ingress and egress to the car wash bays will not interfere with other site circulation and access to off-street parking stalls within Lots 1 and 2, Block 1. As such, the stacking space as shown on the site plan will be adequate and complies with the intent of Section 11-73-7.D.3 of the Zoning Ordinance. 7  The subject site is within 500 feet of residential uses west of Pilot Knob Road. As such, Section 11-73-7.D.5 of the Zoning Ordinance requires that the doors to the wash bays remain closed during the entire wash cycle.  Vacuum locations are on the exit side of the car wash so as not to interfere with access, circulation and stacking space within the site and complies with Section 11-73-7.D.6 of the Zoning Ordinance. The location of the vacuums east of the car wash building and north of the convenience store ensure that the noise is blocked from traveling towards nearby residential areas to the west and south.  Details regarding the water system for the car wash must be submitted as part of the building permit application. Section 11-73-7.D.7 of the Zoning Ordinance prohibits discharge of water from the car wash to the public stormwater system. Signs. The submitted plans do not identify the location of or details for any freestanding signs. If freestanding signs are proposed for the individual uses within the development or as an area identification sign, their location, area and height must be identified and be considered as part of the PUD Development Stage Plan. Plans for wall signs are shown on the building elevations:  Grocery Store. The proposed grocery store has signs only on the west façade. As the building is more than 45,000 square feet, sign allowances are outlined in Section 11-23-19.E.1.b(3) of the Zoning Ordinance. The primary business identification sign is within the area allowances. The restaurant, food, pharmacy and pharmacy and grocery drive up signs are allowed in number but are limited to a total of 144 square feet and no single sign may be larger than 72 square feet, both of which are exceeded. City staff recommends the secondary wall signs be allowed as shown under the PUD District in lieu of the allowed wall sign on the south façade of the grocery building, which may have greater potential for negative effects for the existing and planned residential uses to the south.  Convenience Store. The building elevations for the convenience store indicate one wall sign on the south elevation of the building and fuel price signs on the east and west elevations of the canopy. Section 11-23-19.E and 11-23-15.R.3 of the Zoning Ordinance allows two wall signs for the convenience store building as it is on a corner lot abutting two public streets. Section 11-37-3.F.6 of the Zoning Ordinance provides that the allowed wall signage may be installed on the convenience store canopy in lieu of on the principal building. The fuel price signs on the east and west facades of the canopy may be considered as being in lieu of wall signs on the respective facades of the principal building provided that no additional gas price signs are included on a freestanding sign. The fuel price signs on the east and west facades of the canopy are within the maximum sign area of 20 percent of the canopy façade.  Car Wash. The car wash has signs on the east and west elevations of the building that include business identification as well as enter/exit above each stall door. The business identification signs are each 32 square feet and within the 8 sign allowance of Section 11-23-19.E of the Zoning Ordinance. The enter/exit signs are two square feet in area and exempt from the limit of one wall sign on each façade. Exterior Lighting. The applicant has provided details regarding exterior lighting including fixture specifications and a photometric lighting plan. The photometric lighting plan identifies the location of all of the proposed exterior light sources and the illumination pattern that complies with the intensity limits established by Section 11-16- 17.A of the Zoning Ordinance to not more than one foot-candle measured at the property lines. The photometric plan also identifies that the lighting under the convenience store canopy complies with the specific lighting limits outlined in Section 11-37-3.J of the Zoning Ordinance. The fixtures will be LED lights with a 90 degree horizontal cutoff and those mounted on poles will be placed at a height of 33 feet, which complies with Section 11-16-17.B of the Zoning Ordinance. Outlots. The preliminary plat identifies seven outlots as follows: Outlot Purpose A, B, C Future commercial site D, E, F Future SBF phase G Future HOA landscaping Utility Plan. The applicant has submitted plans for extension of public utilities to serve the proposed SBF Commercial 1st Addition. These plans are subject to review and approval by the City Engineer. Grading Plan. The applicant has submitted grading plans for the proposed SBF Commercial 1st Addition. The grading, drainage and erosion control plan is subject to review and approval by the City Engineer. Easements. The preliminary plat illustrates drainage and utility easements at the perimeter of Lots 1 and 2 and Outlots A, B and C as required by Section 10-4-4 of the Subdivision Ordinance. There is easement along the common lot lines for Lots 1 and 2, Block 1 and Outlots A, B and C for utilities as well as an easement that goes north- south through the center of Lot 1, Block 2 for a stormwater pipe. The developer has submitted additional documentation to establish a temporary drainage and utility easement over portions of Outlots D, E and F for the temporary stormwater basin being constructed as part of the project. All easements are subject to review and approval by the City Engineer. Park Dedication. The gross area of the final plat excluding Outlots A-F, intended for future phases, and County Road right-of-way, are subject to park dedication requirements at the time of final plat approval. The park dedication requirements will be met as a cash fee in lieu of land at $5,400 per acre for commercial uses in accordance with the SBF Master PUD Agreement. 9 Final Plat. The applicant has submitted a final plat for the proposed development consistent with the preliminary plat. The final plat is subject to applicable comments pertaining to the preliminary plat design and is subject to approval by the City Council. Development Contract. The applicant is required to enter into a development contract with the City for the public and private improvements, payment of applicable fees and posting of required securities. The development agreement will be drafted by the City Attorney and the applicant is required to execute the development agreement prior to City Council approval of the final plat. CONCLUSION The proposed SBF Commercial 1st Addition Preliminary and Final Plat and PUD Development Stage plans for the proposed Hy-Vee grocery, convenience store and car wash within the subdivision are consistent with the SBF Land Use Plan and the requirements of the SBF PUD District. City staff and our office recommend approval of the applications subject to the following conditions: 1. Prior to issuance of building permits, the submitted elevations for the principal buildings within Lot 2, Block 1 shall be revised to identify the ratio of Grade A, B and C materials in compliance with Section 11-17-9.D.1 of the Zoning Ordinance. 2. A landscape plan shall be prepared and submitted subject to review and approval by City staff for Outlot G. 3. The proposed accesses to Pilot Knob Road and 160th Street are subject to review and approval by the City Engineer and the Dakota County Plat Commission. 4. The proposed street section and construction plans are subject to review and approval by the City Engineer. 5. Documents establishing ingress/egress for Lots 1-2, Block 1 and Outlots A, B and C shall be recorded with the final plat. 6. Use of a public address system within Lot 2, Block 1 shall not be audible at the property line and shall not include playing of music or advertisements. 7. The doors to the wash bays for the car wash within Lot 2, Block 1 shall remain closed during the entire wash cycle in compliance with Section 11-73-7.D.5 of the Zoning Ordinance. 8. Waste water from the operation of the car wash shall not be discharged to the public stormwater system. 10 9. The applicant shall submit plans for any proposed free standing signs within Lots 1 and 2, Block 1 or area identification signs proposed for the area of Lots 1-2, Block 1, Outlot A, Outlot B and Outlot C. 10. The convenience fuel use shall be limited to two (2) fuel price signs mounted on the canopy as shown on the submitted plans and no additional fuel price signs may be installed either as wall signs or freestanding signs. 11. All utility plans are subject to review and approval by the City Engineer. 12. All grading, drainage and erosion control plans and the oil/grit separator within Lot 2, Block 1 are subject to review and approval by the City Engineer. 13. All easements are subject to review and approval by the City Engineer. 14. The final plat shall be revised in accordance with any required modifications to the preliminary plat and is subject to review by City staff and approval by the City Council. 15. The applicant shall execute a development contract with the City drafted by the City Attorney prior to approval of the final plat. c. Zachary Johnson, City Engineer Brett Altergott, Parks and Recreation Director Jacob Fick, Tradition Development 11 ± Spirit o f Brandtjen Farm Commercial 1st Addition 160th St (CSAH 46) P i l o t K n o b R o a d (C S A H 3 1 ) E n v o y W a y E q u e s t r i a n T r a i l Dodd Blvd (CSAH 9) E l m C r e e k L a n e City of LakevilleAerial Map Spirit of Brandtjen FarmCommercial 1st AdditionEXHIBIT A PROPERTY DESCRIPTION Outlot CC and Outlot DD, SPIRIT OF BRANDTJEN FARM, according to the recorded plat thereof, Dakota County, Minnesota. And Outlot B, SPIRIT OF BRANDTJEN FARM 14TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. 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 Professional Land Surveyor under the laws of the State of Minnesota. Signed this 16th day of July, 2014 For: James R. Hill, Inc. By: _________________________________________________ Harold C. Peterson, Land Surveyor, MN License No. 12294 NOTES ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE NORTH LINE OF OUTLOT CC, SPIRIT OF BRANDTJEN FARM TO HAVE AN ASSUMED BEARING OF N 89°53'13" E. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. CURRENT PROPERTY OWNERS COBBLESTONE LAKE, LLC SBF DEVELOPMENT CORP 16972 BRANDTJEN FARM DRIVE 16972 BRANDTJEN FARM DRIVE LAKEVILLE, MN 55044 LAKEVILLE, MN 55044 (OWNER OF OUTLOTS CC & DD) (OWNER OF OUTLOT B) EXHIBIT B EXHIBIT D EXHIBIT E EXHIBIT F EXHIBIT G EXHIBIT H EXHIBIT I EXHIBIT J EXHIBIT K EXHIBIT L EXHIBIT M EXHIBIT N 1 B 1 B 1 B 1 B 1 C 1 C 1 C 1 C 1 B 1 C 1 C 1 C 1 C 1 B 1 B 6 K 1 B 1 C 1 B 1 B 1 C 6 V 12 V 6 V 6 V 6 V 12 V 6 V 12 V 6 N 7 E 3 A 27 P 16 L 80 W 6 D 3 A 8 D 31 N 248 W 48 M 24 M 5 B 6 E 6 K 6 N 1 E 18 N 13 V 170 W 6 K 6 N 6 K 6 N 6 N 6 N 1 C 6 K 6 N 6 K 6 N 1 C 1 E 2 B 8 M 29 P 1 C 16 I 1 A 1 C 3 A 2 B 8 K 3 D 20 X 24 X 1 A 8 L 1 C 8 L 1 A 8 I 1 C 1 A 8 I 8 L 24 P 8 F 2 F 3 D 2 A 4 N 55 O 126 Y 9 V 6 K 1 B 6 K 7 A 27 P 18 L 90 W 12 P 8 L 45 W 22 J 2 D 5 F 8 I 52 Q 2 B 9 F 16 I 10 L 2 C 52 Q 5 F 8 I 34 Q 1 B 9 M 20662-16-L 6.1 F: \ _ C i v i l 3 D P r o j e c t s \ 2 0 6 6 2 - 1 6 \ P R E - P L A T P L A N S \ 2 0 6 6 2 - 1 6 - L . d w g - 9 / 1 6 / 2 0 1 4 0 3 : 1 1 P M Ca l y x D e s i g n G r o u p , L L C La n d s c a p e A r c h i t e c t u r e - S u s t a i n a b l e D e s i g n - P l a n n i n g     % H U N H O H \  $ Y H Q X H     6 X L W H  $    6 D L Q W   3 D X O   0 1        te l e p h o n e : 6 5 1 . 3 3 4 . 5 4 9 8 LQ W H U Q H W    Z Z Z  F D O \ [ G H V L J Q J U R X S  F R P  H P D L O       be n @ c a l y x d e s i g n g r o u p . c o m  cd g I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n , or r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y di r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y Li c e n s e d L a n d s c a p e A r c h i t e c t u n d e r t h e la w s O f t h e S t a t e o f M i n n e s o t a . Pr i n t N a m e : Si g n a t u r e : Da t e : Be n j a m i n D . H a r t b e r g , A S L A Li c e n s e N o . X X X X X X/ X X / 1 4 Planting Palette: 22 B A TREES: Qty.NotesRootSizeCommon NameScientific NameKey 119 55 O Neon Flash SpireaSpiraea japonica 'Neon Flash'POT#2 N SHRUBS: Qty.NotesRootSizeCommon NameScientific NameKey POT#5Iroquois Beauty ChokeberryAronia melanocarpa 'Morton' P W PERENNIALS: Qty.NotesRootSizeCommon NameScientific NameKey X Dwarf European Cranberrybush POT#5 POT#2Dwarf Bush HoneysuckleDiervilla lonicera Viburnum opulus 'Nanum'89 L76 K POT#5Savin JuniperJuniperus sabina B&BHackberryCeltis occidentalis 56 23 101 M POT#1Black-Eyed SusanRudbeckia fulgida 'Goldsturm'633 POT#1Autumn Joy SedumSedum x 'Autumn Joy'44 2.5" Cal. B&B2" Cal.Prairie Rose CrabappleMalus x 'Prairie Rose' Rumba WeigelaWeigela florida 'Rumba' POT#3Arctic Fire DogwoodCornus stolonifera 'Farrow' C18 B&B3.0" Cal.Northern Red OakQuercus rubra Spring Dug D22 B&B6' Hgt.Black Hills SprucePicea glauca densata Full Form Feather Reed GrassCalamagrostis x acutiflora 'Karl Forester' 88 V POT#1 J POT#3Dakota Goldrush PotentillaPotentilla fruticosa 'Absaraka' 22 MIN. MI N . SEE PLAN 18" MIN. 6" 2 6.1 TYP. PERENNIAL PLANTING DETAIL NOT TO SCALE 6" . 4 6.1 TYP. SHRUB PLANTING - SECTION NOT TO SCALE 3 6.1 DECIDUOUS TREE PLANTING - SECTION NOT TO SCALE 5 6.1 CONIFEROUS TREE PLANTING - SECTION TOMAHAWK TREE STABILIZER STAKES. MINIMUM (2) PER TREE. SOD ROOT BALL TO SIT ON MOUNDED MULCH - 4" DEEP - SEE SPEC PLANTING SOIL - SEE SPEC. TOPSOIL SUBGRADE OTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASAL FLARE IS 1" ABOVE SURROUNDING CONTACT WITH TRUNK. NOTE: SUBGRADE, REMOVE BURLAP DRAIN SYSTEM IS NECESSARY 4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC. FOR HEAVY CLAY SOILS. FROM TOP 1/3 OF ROOT BALL GRADE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE TREES ARE IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. Landscape Notes: 1. Tree saucer mulch to be four inches (4") depth natural single-shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail. 2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control. 3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. 4. Plan takes precedence over plant schedule if discrepancies in quantities exist. 5. All proposed plants shall be located and staked as shown. 6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and approval. 7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours. 8.Refer to the civil engineer's plans for erosion control measures on graded slopes. Coordinate seeding activities with the erosion control installer. 9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements. 10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid submission. 11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site. 12. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control. 13. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period. 14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based on applicant information, public input, council decisions, etc. 15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process. 16. Plant size & species substitutions must be approved in writing prior to acceptance in the field. 17. The landscape contractor shall include an irrigation system as a bid-alternate for the new improvements shown. Use Hunter Industries or equal. Bid to include internal connection from the dedicated internal irrigation stub and include the deduct meter, atmospheric vaccum breaker, backflow device, time clock, main line, lateral lines, valves, heads, drip tubing, sleeving, etc. Include the cost of plumbing and electrical in bid. All irrigation-related work to comply with Minnesota Uniform Building Code and City of Lakeville Plumbing Code permitting and regulations. Test irrigation system prior to plant installation. Include (1) fall shut-down and (1) spring start-up service in bid. 18. All edger shall be professional grade black steel edger, 1/8" thick, Ryerson or Equal. Anchor every 18" on-center (minimum). Submit sample. 19. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report any damage to the General Contractor immediately. 20. Unless otherwise noted/indicated, plant beds shall receive 4" depth of 3/4"-1" dia. washed river stone mineral mulch over fabric weed barrier (DeWitt Pro 3.2oz. Needlepunch, Nonwoven), per detail. Submit mulch sample for Owner approval. Do not install weed mat under perennial plantings areas. 21. Landscape contractor shall install precast concrete splash blocks under all building gutters and cow's tongue over-flow units on each building. Coordinate downspout quantities with general contractor prior to bidding. Adjust locations of plant materials as necessary to accommodate splash blocks. 22. All sod areas shall be prepared prior to planting with a harley power box rake or equal to provide a firm planting bed free of stones, sticks, construction debris, etc. Any alternate seed mixtures, rates, & application method noted shall be sumbitted to the landscape architect for approval. 23. The landscape contractor shall make the Landscape Architect aware of any field discrepancies that occur, such as the placement of private utility cabinets, transformers, and building vents which may impact placement of plant materials shown which are unknown until construction. 24. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation. 25. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations. 26. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. 27. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding and installation. Coodinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas, irrigation connection to building, etc. 28. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape. Notify the Owner and General Contractor if erosion control needs to be adjusted based upon plant locations shown on this plan. 29. Native Seed Area Mix: MnDOT 280 Seed Mix Rate: 60 lbs. per acre Application: Drill into compacted seed bed and anchor with MnDOT Type 1 mulch at 2 tons/acre Vendor: Prairie Restorations, Inc. or Equal 30. Unless otherwise noted, all landscape areas shall have 4" depth topsoil, comprised of equal parts sand, silt, and organic matter, and a pH of 6.5 to 7.0, per MnDOT specifications. Topsoil stripped from the site is acceptable for re-use if it meets this composition. I64 E15 B&BQuaking AspenPopulus tremuloides 2" Cal. B&B2.5" Cal.Princeton ElmUlmus americana 'Princeton' F29 POT#2 1 6.1 ROCK MULCH / MAINTENANCE STRIP DETAIL NOT TO SCALE Y POT#1Ruby Stella DaylilyHermocallis X 'Ruby Stella'126 138 Q POT#5Miss Kim LilacSyringa pubescens 'Miss Kim' EXHIBIT O   ƒ  6 , * + 7  $ 1 * / ( ƒ  6 , * + 7  $ 1 * / ( ƒ  6 , * + 7  $ 1 * / ( ƒ  6 , * + 7  $ 1 * / (   ƒ  6 , * + 7  $ 1 * / ( ƒ  6 , * + 7  $ 1 * / (   ƒ  6 , * + 7  $ 1 * / (   ƒ  6 , * + 7  $ 1 * / ( ƒ  6 , * + 7  $ 1 * / ( (8) MAPLE SPACE TREES 50' O.C. (TYP.) (7) ELM (12) LOCUST (9) ELM (8) MAPLE 0&564''6 0&564''6 ' 3 7 ' 5 6 4 + # 0 6 4 # + . (3) SERVICEBERRY SPACE TREES 50' O.C. (TYP.) SPACE TREES 50' O.C. (TYP.) (3) CRABAPPLE (2) CRABAPPLE (6) GRASS (4) SPIREA (10) GRASS (4) SPIREA ROCK ROCK (4) CATMINT (6) GRASS (5) HONEY SUCKLE (8) SPIREA (4) ROSE (10) GRASS (6) LILLY (3) CATMINT TURF BY OTHERS 2'W TURF BY OTHERS TURF BY OTHERS 30'30'32' ROCK TURF BY OTHERS 35' TURF BY OTHERS 35'35' (4) SAGE (12) BE SUSAN (4) GRASS (12) LILLY ROCK (6) GRASS (4) SAGE (12) BE SUSAN 44' (3) SEDUM (4) SAGE TREES TURF BY OTHERS 32' ROCK 32'32'(13) LILLY (8) SEDUM (9) GRASS 2'W TURF BY OTHERS 2'W TURF B Y O T H E R S TURF BY OT H E R S (8) HONEY SUCKLE (11) SPIREA (7) SPIREA (6) SAGE (8) GRASS (12) BE SUSAN (11) ROSE (14) CATMINT ROCK ROCK ROCK (8) ROSE (5) CATMINT TURF BY OTHERS (8) SPIREA (7) GRASS (20) BE SUSAN 40' (5) SPIREA (5) GRASS (12) BE SUSAN (6) GRASS (12) BE SUSAN HA R T M A N C O M P A N I E S 80 9 9 B A V A R I A R O A D VI C T O R I A , M N 95 2 . 4 4 3 . 2 9 9 0 LA N D S C A P E - G O L F - T R E E F A R M ISSUE/REVISIONS: SHEET TITLE: SHEET NO.: PR O J E C T N A M E : 9-11-2014 ME D I A N P L A N T I N G S 16 2 N D S T R E E T ( P I L O T K N O B R D ) $4 # 0 & 6 , ' 0  ( # 4 /   . # - ' 8 + . . '   / 0 2.#06+0) 2.#05 .#Á OVERALL TREE LAYOUT PLAN ENLARGED PLANTING PLAN - A NOTES: 1. EDGING TO BE 3/16" STEEL BLACK IN COLOR 2. ROCK AROUND PLANTS TO BE 1.5" RIVER ROCK WITH FABRIC 3. ROCK IN OTHER AREAS NOTED ON THE PLAN TO BE 3"-6" COBBLE ROCK WITH FABRIC ENLARGED PLANTING PLAN - B ID COMMON NAME SIZE CONT. MAPLE AUTUMN BLAZE MAPLE 3" B/B ELM PRINCETON ELM 3" B/B ELM VALLEY FORGE ELM 3" B/B LOCUST SKYLINE HONEYLOCUST 3" B/B LOCUST IMPERIAL HONEYLOCUST 3" B/B SERVICE SERVICEBERRY 6'H B/B CRAB RED SPLENDOR 1.5" B/B ROSE PURPLE PAVEMENT #5 CONT. SPIREA ANTHONY WATERER #5 CONT. SUMAC GRO-LOW SUMAC #5 CONT. SEDUM PINK BOMB #1 CONT. GRASS KARL FOERSTER #1 CONT. BE SUSAN BLACK EYED SUSAN #1 CONT. SAGE RUSSIAN SAGE #1 CONT. LILLY HAPPY RETURNS #1 CONT. CATMINT WALKERS LOW CATMINT #1 CONT. QTY OF MATERIALS: 43 SHADE TREES X 3" CALIPER = 129 CALIPER INCHES 8 ORNAMENTAL TREES = 12 CALIPER INCHES 83 SHRUBS 231 PERENNIALS ROCK: 100 TN (70 CY) OF 3"-6" COBBLE ROCK TURF: 250 SY SOD EXHIBIT P E X H I B I T Q EXHIBIT R E X H I B I T S © 2010 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # 06/07/10 GENERATION 3 LED AMBIENT CANOPY LIGHT (CRO3) SMARTTEC™ ENERGY SAVING FEATURES: THERMAL CONTROL - Sensors in both optical unit and driver enclosure reduce drive current when ambient temperatures exceed 50oC. Current is lowered in imperceptible 5% increments every 5 minutes until recommended operating temp is reached. DAYLIGHT SENSING - Eliminates day-burners (optional) by sensing daylight levels (not affected by the light coming from the LEDs). Turns fixture off at light levels approximately equal to sunrise and on at sunset. OCCUPANCY SENSING - Small, built-in flush-mounted sensor (optional) detects movement in a 20-foot circle. Unit dims to 30% power when no presence is detected. Smart dim slowly lowers light level over a 30-second period. LEDS - Four LED array choices; 64 and 84 (19.4” square optical unit) and 104 and 128 (21.7” square). Each feature select high-brightness LEDs; 5300oK color temperature, 70 CRI (nominal). DRIVE CURRENT OPTIONS - Choose from three drive current levels; 350 mA (most energy- efficient), 450 mA or 550 mA (best first-cost value). OPTICS / DISTRIBUTIONS - Ultra-high efficiency reflectors provide three distributions to meet your lighting needs. Choose from symmetric, asymmetric (for directing light toward or away from selected areas), or enhanced symmetric (for increased brightness and attraction from the road). Luminaire is rated full cutoff. OPTICAL UNIT - Featuring an ultra-slim 1” profile, housing is die-formed aluminum with a clear tempered glass lens. Unit is water-resistant, sealed to an IP67 rating. Patented integral single blade heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. THE INDUSTRY’S ONLY BREATHABLE SEAL - Teflon® breather allows super-tight IP67 protection while preventing temperature cycling from building up internal pressures and vacuums that can stress optical unit seals and components. DRIVER - Proprietary, state-of-the-art SmartTec™ driver technology provides unsurpassed system efficiency, control and protection. Components are fully encased in potting for IP67 moisture resistance. Complies with IEC and FCC standards. DRIVER HOUSING - Wet location rated driver/electrical enclosure is elevated above canopy deck to help prevent water entry and to provide easy “knock-out” connection of primary wiring. FINISH - Standard color is white. Finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. OPERATING TEMPERATURE - -40oC to +50oC (-40oF to +122oF) ELECTRICAL - Universal voltage power supply, 120-277 VAC, 50/60 Hz input. C-Medium surge protection (10KV, 5KA per ANSI C62.41) INSTALLATION - Installs in a 12” or 16” deck pan. Deck penetration consists of 5 drilled holes simplifying installation and water sealing. Unit is designed to retrofit into existing Scottsdale® (4”) hole as well as openings for Encore® and Encore® Top Access and to reconnect wiring from the SC/ECTA without having to relocate conduit. Retrofit panels are available for existing Scottsdales and Encores (see back page) as well as kits for recessed and 2x2 installations (see separate spec sheets). EXPECTED LIFE - Minimum 60,000 hours to 100,000 hours depending upon the ambient temperature of the installation location. See LSI web site for specific guidance. WARRANTY - Limited 5-year warranty. LISTING - ETL listed to UL1598, UL8750 and other U.S. and International safety standards. Suitable for wet locations. PHOTOMETRICS - Application layouts are available on request. Contact LSI Petroleum Lighting or petroleum.apps@lsi-industries.com US patent D574994, D611188 and US & Int’l patents pending Suitable for wet locations IP67 American Made American Innovation RoHS S A ES 64 6,500 5,905 5,580 72 84 8,306 7,495 7,118 95 104 9,828 9,316 8,335 120 128 11,775 10,515 9,867 146 64 7,806 7,272 6,696 95 84 9,928 8,996 8,418 127 104 11,794 11,023 10,002 157 128 14,012 12,531 11,725 195 64 8,983 8,074 7,674 123 84 11,133 10,253 9,533 157 35 0 m A 45 0 m A 55 0 m A LIGHT OUTPUT Distribution / Lumens# of LEDS Watts L S I I N D O O R L I G H T I N G A R C H I T E C T U R A L 06/07/10 © 2010 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # TYPICAL ORDER EXAMPLE: Luminaire Prefix Distribution Light Source Drive Current LUMINAIRE ORDERING INFORMATION # of LEDs Input Voltage UE - Universal Voltage (120-277 AC) LED 64 84 104 128 350 - 350mA 450 - 450mA 550 - 550mA 350 - 350mA 450 - 450mA S-Symmetric A - Asymmetric ES - Enhanced Symmetric CRO3 CRO3 S LED 128 450 CW UE WHT IMS Color Temperature Finish Options* WHT - WhiteCW - Cool White IPC - Integral Photocell IMS - Integral Motion Sensor ACCESSORY ORDERING INFORMATION Description Order Number (Accessories are field installed) Retrofit Panel - SC to CRO3, for 16" Deck Panel 430951 Retrofit Panel - EC / ECTA / SCF to CRO3, for 16" Deck Panel 430765 Retrofit Panel - SC to CRO3, for 12" Deck Panel 430797 Retrofit Panel - ECTA / SCF to CRO3, for 12" Deck Panel 430759 Retrofit 2x2 Cover Panel (w/ centered hole pattern for CRO3) 430966 Description Order Number Retrofit 2x2 Cover Panel Blank (no holes) 357282 Retrofit RIC Cover Panel Blank (no holes) 354702 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 1 Consists of (25) 7/8" hole plugs and (1) 10.3 oz tube of RTV Superkits® are available to retrofit CRO3 Ambient and Focus fixtures into a wide variety of existing 2x2 and recessed housings. See separate spec sheets. *Consult factory for availability GENERATION 3 LED AMBIENT CANOPY LIGHT (CRO3) 18 3/4” (476 mm) 9” (229 mm) TOP PAN 1-3/16” (31 mm) 1 7/8” (48 mm) CANOPY 14” (356 mm) TOP PAN 1-3/16” (31 mm) 2” (51 mm) CANOPY 14” (356 mm) TOP PAN TOP PAN BOTTOM PAN PANEL W/ HOLES PANEL W/O HOLES 26” sq (660 mm) 26” sq (660 mm) 16” DECK RETROFIT PANEL - SC (#430951) 2X2 COVER PANEL W/ HOLES (430966)2X2 COVER PANEL BLANK (357282) RIC COVER PANEL (354702) 16” DECK RETROFIT PANELS - EC/ECTA/SCF (#430765) AMBIENT 64/84 AMBIENT 104/128 1-13/16” (31 mm) 7-3/8” (188 mm) 19-3/8” (493 mm) 19-3/8” (493 mm) 7/8” (23 mm) 1-13/16” (31 mm) 7/8” (2 6-5/16” (160mm) 3” (76mm) 7-3/8” (188 mm) 6-5/16” (160mm) 3” (76mm) 21-11/16” (551 mm) 21-11/16” (551 mm) 10” (254 mm) 10” (254 mm) DIMENSIONS © 2010 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # 06/07/10 LED FOCUS CANOPY LIGHT (CRO3) LEDS - Select high-brightness LEDs. 5300°K color temperature, 70 CRI (nominal). OPTICS / DISTRIBUTIONS – Ultra-High efficiency optics provide precise beam placement for optimal retail surface illumination. Each bank of LEDs in a light cartridge is independently adjustable between +/- 45º allowing targeted zone illumination. Regardless of light cartridge position luminaire provides cutoff. OPTICAL UNIT – Featuring a slim 2" profile luminaire. Housing is die-formed aluminum with independently adjustable extruded aluminum light cartridges. Each light cartridge is provided with a gasketed clear tempered glass lens providing a water-resistant seal. DRIVER – State-of-the-art driver technology designed specifically for LSI LED light sources provides unsurpassed system efficiency. Input power is 50 watts. Components are fully encased in potting for moisture resistance. Driver complies with IEC and FCC standards. DRIVER HOUSING – Weather-tight aluminum driver/electrical enclosure is elevated above canopy deck to ensure no water entry and providing “knock-out” entry for primary wiring. FINISH – Standard color is white. Fixture is finished with LSI's DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. OPERATING TEMPERATURE – -40°C to +50°C (-40°F to +122°F) ELECTRICAL - Universal voltage power supply 120-277V VAC, (50/60 Hz) input. C-Medium surge protection (10KV, 5KA per ANSI C62.41) INSTALLATION - Installs in a 12” or 16” deck pan. Deck penetration consists of 5 drilled holes simplifying installation and water sealing. Unit is designed to retrofit into existing Scottsdale® (4”) hole as well as openings for Encore® and Encore® Top Access and to reconnect wiring from the SC/ECTA without having to relocate conduit. Retrofit panels are available for existing Scottsdales and Encores (see back page) as well as kits for recessed and 2x2 installations (see separate spec sheets). EXPECTED LIFE - Minimum 60,000 hours to 100,000 hours depending upon the ambient temperature of the installation location. See LSI web site for specific guidance. WARRANTY - Limited 5-year warranty LISTING - ETL listed to UL1598, UL8750 and other U.S. and International safety standards. Suitable for wet locations. PHOTOMETRICS – Application layouts are available upon request. Contact LSI Petroleum Lighting or petroleum.apps@lsi-industries.com US patent D574955, D590100 and US & Int’l patents pending LIGHT OUTPUT Fixture Distribution Lumens (Nominal) CRO3 Type FO 1000 (for each of 3 banks - total 3000) Input Power of 40 watts Suitable for wet locations IP67 American Made American Innovation RoHS L S I I N D O O R L I G H T I N G A R C H I T E C T U R A L 06/07/10 © 2010 LSI INDUSTRIES INC. Project Name Fixture Type Catalog # LED FOCUS CANOPY LIGHT (CRO3) TYPICAL ORDER EXAMPLE: Luminaire Prefix Distribution Light Source Drive Currnet Finish LUMINAIRE ORDERING INFORMATION # of LEDs Input Voltage UE - Universal Voltage (120-277V AC) WHT - WhiteCW - Cool White (5000° K nom)LED 30 350 - 350 mAFO – FocusCRO3 CRO3 FO LED 30 350 CW UE WHT Color Temperature ACCESSORY ORDERING INFORMATION Description Order Number (Accessories are field installed) Retrofit Panel - SC to CRO3, for 16" Deck Panel 430951 Retrofit Panel - EC / ECTA / SCF to CRO3, for 16" Deck Panel 430765 Retrofit Panel - SC to CRO3, for 12" Deck Panel 430797 Retrofit Panel - ECTA / SCF to CRO3, for 12" Deck Panel 430759 Retrofit 2x2 Cover Panel (w/ centered hole pattern for CRO3) 430966 Description Order Number Retrofit 2x2 Cover Panel Blank (no holes) 357282 Retrofit RIC Cover Panel Blank (no holes) 354702 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 1 Consists of (25) 7/8" hole plugs and (1) 10.3 oz tube of RTV Superkits® are available to retrofit CRO3 Ambient and Focus fixtures into a wide variety of existing 2x2 and recessed housings. See separate spec sheets. SHIPPING WEIGHTS 12.2 lbs. 1 fixture 53.3 lbs. 4 fixtures 10 1/16' (255 mm)3' (76 mm)6 5/16' (160 mm) 14 1/2' (368 mm) 17 1/2' (444 mm) 9 13/16' (249 mm) 7 1/2' (191 mm) 2 1/4" (58 mm) 17 1/2" (445 mm) 14 1/2" (368 mm) DIMENSIONS 18 3/4” (476 mm) 9” (229 mm) TOP PAN 1-3/16” (31 mm) 1 7/8” (48 mm) CANOPY 14” (356 mm) TOP PAN 1-3/16” (31 mm) 2” (51 mm) CANOPY 14” (356 mm) TOP PAN TOP PAN BOTTOM PAN PANEL W/ HOLES PANEL W/O HOLES 26” sq (660 mm) 26” sq (660 mm) 16” DECK RETROFIT PANEL - SC (#430951) 2X2 COVER PANEL W/ HOLES (430966)2X2 COVER PANEL BLANK (357282) RIC COVER PANEL (354702) 16” DECK RETROFIT PANELS - EC/ECTA/SCF (#430765) EXHIBIT T EXHIBIT U EXHIBIT V EXHIBIT W EXHIBIT X EXHIBIT Y EXHIBIT Z engineering planning environmental construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Daryl Morey, Planning Director From: Krista Anderson, PE, WSB & Associates Tom Kellogg, PE, WSB & Associates Copy: Dennis Feller, Finance Director Zach Johnson, City Engineer Brett Altergott, Parks & Recreation Director Alex Jordan, Civil Engineer McKenzie Cafferty, Environmental Resources Manager Date: September 17, 2014 Re: Spirit of Brandtjen Farm Commercial 1st Addition and Hy-Vee Commercial Site Preliminary Plat Review Final Plat Review Preliminary and Final Grading Plan Review Preliminary and Final Utility Plan Review Preliminary and Final Site Plan Review WSB Project No. 2109-700 BACKGROUND SBF Development Corporation has submitted a preliminary and final plat named Spirit of Brandtjen Farm Commercial (SBFC) 1st Addition; Hy-Vee has also submitted a site plan for Lots 1 and 2, Block 1 of the SBFC 1st Addition. The parent parcels consist of Outlots CC and DD, Spirit of Brandtjen Farm and Outlot B, Spirit of Brandtjen Farm 14th Addition. The proposed development is located east of and adjacent to Pilot Knob Road (CSAH 31), and south of and adjacent to 160th Street (CSAH 46). The development is zoned PUD, planned unit development. The preliminary and final plat consists of two lots and seven outlots. The plat dedicates 0.44 acres of right-of-way for Pilot Knob Road (CSAH 31) and 160th Street (CSAH 46). The outlots created with the preliminary and final plat have the following purposes: Outlot A: Retained by the Developer for future development (7.98 acres). Outlot B: Retained by the Developer for future development (5.62 acres). St. Cloud  Minneapolis  St. Paul Equal Opportunity Employer wsbeng.com Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 2 of 13 Outlot C: Retained by the Developer for future development (1.37 acres). Outlot D: Retained by Developer for future development (0.49 acres). Outlot E: Retained by the Developer for future development (6.24 acres). Outlot F: Retained by the Developer for future development. The Developer is required to grant a temporary public drainage and utility easement over the high water level (100 year storm) for the area used for the temporary sedimentation basins and public utilities (29.90 acres). Outlot G: Retained by the Developer for landscaping (0.37 acres). The proposed SBFC 1st Addition development will be completed by: Developer: SBF Development Corporation Engineer: James R. Hill, Inc. The proposed Hy-Vee site will be completed by: Developer: Hy-Vee, Inc. Engineer: James R. Hill, Inc. SITE CONDITIONS The site was previously a gravel mining operation. The site is now vacant, undeveloped land that was mass graded as part of reclamation of the gravel processing area in 2010. The site has a gently sloped topography predominately from west to east. The site is adjacent to Highland (Hyland) Cemetery. STREET AND SITE LAYOUT Pilot Knob Road (CSAH 31) SBFC 1st Addition is located east of and adjacent to Pilot Knob Road, an arterial roadway as identified in the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Pilot Knob Road. Pilot Knob Road adjacent to the development is constructed as a four-lane divided urban roadway with a continuous concrete center median. The developer is dedicating additional right-of-way for Pilot Knob Road, as shown on the plat. There are dedicated right and left turn lanes on Pilot Knob Road at the intersection with Dodd Boulevard and dedicated right and dual left turn lanes at 160th Street. Pilot Knob Road is within a 150-foot right-of-way with bituminous trails located on the east and west sides of the street. The only proposed access from the site onto Pilot Knob Road is at 162nd Street. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 3 of 13 The Developer is required to coordinate with Dakota County to determine the extent of improvements that will be required along Pilot Knob Road and comply with the County right-of-way needs for the traffic signal at the intersection of Dodd Boulevard. The plan for any improvements must be approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. A security must be provided with the final plat for necessary traffic signal and Pilot Knob Road improvements, as determined by Dakota County. The security amount shall be determined prior to the issuance of occupancy permits for Hy-Vee. 160th Street (CSAH 46) SBFC 1st Addition is located south of and adjacent to 160th Street, an arterial roadway as identified in the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along 160th Street. The Developer is dedicating additional right-of-way for 160th Street, as shown on the plat. 160th Street adjacent to the development is a four-lane divided urban roadway with a continuous concrete center median. 160th Street is within a 150-foot right-of-way with a bituminous trail located on the north side of the street. The Developer is required to coordinate with Dakota County and construct any improvements that will be required along 160th Street. A security must be provided with the final plat for the necessary improvements for 160th Street, as determined by Dakota County. The security amount will be determined prior to the issuance of occupancy permits for Hy-Vee. The proposed access from this site onto 160th Street is shown as ¾ restricted, at Elmhurst Lane. The plan for any improvements must be approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. Dodd Boulevard (CSAH 9) SBFC 1st Addition is located east of Dodd Boulevard, an existing arterial roadway as identified in the City’s Transportation Plan. Dodd Boulevard provides the westerly leg of the intersection of Pilot Knob Road and 162nd Street. Dodd Boulevard is within a 150- foot right-of-way. The Developer is required to coordinate with Dakota County and construct any improvements that will be required on Dodd Boulevard at the intersection with Pilot Knob Road. A security shall be provided with the final plat for the necessary improvements along Dodd Boulevard, as determined by Dakota County. The security amount shall be determined prior to the issuance of occupancy permits for Hy-Vee. The plan for any improvements must be approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. Elmhurst Lane and 162nd Street Development of SBFC 1st Addition includes the construction of Elmhurst Lane and 162nd Street, local commercial streets. Streets are designed as 44-foot wide, two lane urban Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 4 of 13 roadways with 8-foot wide concrete sidewalks within an 80-foot wide right-of-way. The section of roadways adjacent to residential zoning shall be designed to include 5-foot wide concrete sidewalks. Development of Spirit of Brandtjen Farm Commercial 1st Addition includes the construction of right and left turn lanes at the intersection of 162nd Street and Pilot Knob Road. The Developer is dedicating additional right-of-way for the turn lanes. Equestrian Trail Development of SBFC 1st Addition includes the extension of Equestrian Trail, a local street. Equestrian Trail is designed as a 30-foot wide two-lane urban street with 5-foot wide concrete sidewalks along both sides of the street. The Developer is dedicating 52 feet of right-of-way. The right-of-way and design are consistent with the Spirit of Brandtjen Farm Planned Unit Development plan booklet dated June 20, 2005. Final roadway intersection geometrics and traffic signal plans must be reviewed and approved prior to roadway construction. The City reserves the right to increase the street sections at the time of construction based upon site conditions. Site Plan Review The Developer proposes to construct a 91,311 SF commercial grocery building on Lot 1 and a 4,097 SF gas station and convenience store, and 2,974 SF carwash on Lot 2. Access will be from three proposed driveway entrances along 162nd Street and a driveway entrance along Elmhurst Lane. The proposed accesses meet the spacing requirements of the City’s Comprehensive Transportation Plan. The easternmost driveway entrance along 162nd Street will be utilized for trucks and deliveries and posted accordingly. An internal private drive network provides access to Hy-Vee and the convenience store and carwash. There will be shared accesses between Hy-Vee and the convenience store and carwash via a private drive. These private drives will provide future accesses to Outlots A, B, and C. In addition, there is a shared access between the convenience store and car wash to provide a vehicular connection. The stacking distance for the car wash meets the Planning Commission’s recommendation at their September 4, 2014 meeting. There are private sidewalks within the Hy-Vee site for pedestrian access. The Developer is required to incorporate a stop sign, stop bar, crosswalk striping and pedestrian curb ramps with truncated domes in the driveway designs. CONSTRUCTION ACCESS Construction traffic access and egress for grading, utility, and street construction for SBFC Commercial 1st Addition is restricted to 162nd Street via Pilot Knob Road. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 5 of 13 Construction traffic access for grading, utility, parking lot and building construction for the Hy-Vee site shall be restricted to one driveway entrance along 162nd Street. PARKS AND TRAILS Development of SBFC 1st Addition includes the construction of concrete sidewalks. The City’s Parks, Trails, and Open Space Plan designates a 10-foot wide bituminous trail along the south side of 160th Street. This trail will be constructed at the time Outlots A, B, and F develop. The Park Dedication requirement has not been collected on the parent parcels and will be satisfied through a cash contribution that must be paid with the final plat. The Park Dedication fee for commercial areas in SBF is $5400 per acre, consistent with the SBF master PUD agreement. The park dedication is calculated as follows: Total Area of the SBFC 1st Addition Preliminary Plat 69.76 acres Less: County Road ROW (CSAH 46 and 31) -0.44 acres Outlot A - Future Development -7.98 acres Outlot B - Future Development -5.62 acres Outlot C - Future Development -1.37 acres Outlot D - Future Development -0.49 acres Outlot E - Future Development -6.24 acres Outlot F - Future Development -29.90 acres Park Dedication Area 17.72 acres Park Dedication Rate $5,400.00 per acre Park Dedication Fee Due with the Final Plat $95,688.00 The park dedication requirement of $95,688.00 must be paid with the final plat. The Developer shall be required to replace pedestrian curb ramps to ADA standards along Pilot Knob Road at 162nd Street. A $2,000 security will be required with the final plat to ensure this work is completed. UTILITIES SANITARY SEWER SBFC 1st Addition and the Hy-Vee site are located within sub-district NC-20060 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer lines to the M.C.E.S. Farmington Interceptor and continue to the Empire Wastewater Facility. 8-inch Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 6 of 13 sanitary sewer will be extended from an existing 8-inch sanitary sewer stub in Equestrian Trail to provide service to the development. 8-inch sanitary sewer will be constructed in 162nd Street, Equestrian Trail, and Elmhurst Lane to serve the development. Future SBF Commercial Additions will be served via proposed sanitary sewer that will be extended from sanitary sewer constructed with the SBFC 1st Addition final plat. The Developer proposes to extend public 8-inch sanitary sewer within the Hy-Vee site and extend service stubs to Outlots A, B, and C for future development. The public sewer will be located within a public Drainage and Utility easement. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must be paid for Lots 1 and 2, Block 1, with the building permit. The Sanitary Sewer Availability Charge will be calculated at $307/SAC Unit, as determined by the Building Official. WATERMAIN Existing 12-inch truck watermain is located in the southwest corner of the site at the intersection of 162nd Street and Pilot Knob Road. The 12-inch watermain will be extended through the development along 162nd Street and Elmhurst Lane. In addition, 12-inch watermain will be extended along Equestrian Trail from existing 12-inch watermain to provide a looped system for the development. Public drainage and utility easements shall be provided over all watermain within the Hy-Vee site. Development of the Hy-Vee site plan is shown to loop public 12-inch watermain around the proposed buildings which will be extended from two existing watermain stubs provided from the SBFC 1st Addition Development along 162nd Street. The public watermain will be located within a public Drainage and Utility easement. 8-inch private watermain will be constructed between Lot 1 and Outlot C to provide service to the Hy- Vee building. The Developer will receive credit for the over-sizing of watermain from 8-inch to 12-inch within Equestrian Trail. The credit will be applied to the Developer’s cash requirements with the final plat and is calculated as follows: 70 LF x $19.69 = $1,378.30 Quantity of 12” Watermain in Equestrian Trail Oversizing Cost Total The proposed sanitary sewer and watermain layout is in accordance with the City’s Comprehensive Sewer and Water Plan. Final locations and sizes of all sanitary sewer and watermain facilities shall be reviewed by City staff with the final construction plans. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 7 of 13 OVERHEAD UTILITIES There are no overhead power lines or utility facilities located adjacent to or on the proposed development. DRAINAGE AND GRADING BACKGROUND Spirit of Brandtjen Farm (SFB) is a planned unit development of which development began in 2005. The proposed development encompasses nearly all of the north half of Section 1, T114 R20 and a substantial portion of the south half of said section. The initial stormwater modeling and drainage plan for SBF, located on the south half of Section 1, was prepared by Westwood Professional Services. The original design consisted of a main basin, Spirit, surrounded by six National Urban Runoff Program (NURP) basins. The Spirit basin design did not include a gravity outlet other than infiltration. A system of pumps was incorporated into the design to serve three functions: 1) Irrigation supply, 2) Recirculation for water features, and 3) Drawdown, if needed. During 2008, a decision was made to not construct the recirculation features. As a result, the proposed pumping station was not constructed, however, the pump station draw intake line was. As development has continued, Spirit basin appears to have adequately infiltrated all runoff from the development without the presence of the pumping system. A gravel processing area had been in operation on the north half of Section 1 in excess of forty years. As part of gravel operations years ago, two basins were constructed as wash basins for sand processing. The operational need for these basins ended approximately five years ago and a reclamation plan was prepared for the gravel processing area. As part of the reclamation plan, the two existing basins were measured and quantified, and incorporated into the reclamation plan with intended use as stormwater management basins. These two basins are referred to as Nordic 1 (westerly basin) and Nordic 2 (easterly basin). PROPOSED MANAGEMENT PLAN SBFC 1st Addition is located within the North Creek drainage district as identified in the City’s Water Resources Management Plan. The plat is located within sub-district NC-9C (area in the western section of the site), NC-14A (area in the southeastern section of the site), and NC-14B (area in the northeastern section of the site). The North Creek Stormwater District management plan identifies a regional pond, NC-14-1, in this area. Nordic 1 and Nordic 2 basins are intended to fulfill the intent of Basin NC-14-1. The proposed stormwater management plan is a regional plan that connects the new SBF Commercial areas with the SBF residential developments and discharge to the existing Spirit basin system. A major component of the proposed system will be the Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 8 of 13 installation of a trunk irrigation system to serve green spaces and landscaped areas throughout the SBF development. A portion of the SBF development is currently being irrigated with the public potable system but will be converted over to the proposed stormwater management system. The source for the irrigation system will be Spirit Basin. The proposed stormwater management system for SBFC 1st Addition will collect all runoff generated from impervious surfaces in the trunk storm sewer system that will then outlet to two in-line temporary sedimentation basins which will provide pre- treatment and infiltration prior to discharging to Nordic 1. The construction of the two temporary sedimentation basins will occur as part of the SBFC 1st Addition. The temporary sedimentation basins will be located within a temporary Drainage and Utility easement. The Developer is proposing to cross connect Nordic 1 and Nordic 2 to equalize the water surfaces of the two basins, then outlet Nordic 1 to Spirit basin. The intent of the two Nordic basins outlet controls is to capture and retain as much runoff as possible and control the discharge to Spirit basin for irrigation uses. Nordic 1 basin will also have a secondary outlet to East Lake. It is also proposed to connect East Lake and Spirit basin to satisfy irrigation needs or infiltration rates. The Developer is proposing to make the above connections as part of SBFC 2nd Addition and is requesting that this proposed plan be considered for the SBFC 2nd Addition. The City is required to maintain the upstream temporary sedimentation basins, shown in Outlot F, in service until the connections as described above are made with SBFC 2nd Addition and the City has approved the connections. The final grading plan must indicate any proposed borrow areas. Any borrow area locations must be approved by the City Engineer prior to the commencement of the borrow activity. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required by the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. RETAINING WALLS Development of SBFC 1st Addition includes the construction of one retaining wall along 162nd Street. The retaining wall varies in height ranging between 0 and 9 feet. The retaining wall shall be located in Outlot G, outside of City right-of-way, and will be privately-owned and maintained by the Developer. All modular block walls constructed must meet Mn/DOT requirements. All modular block walls greater than four feet in height must be designed by a registered Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 9 of 13 geotechnical or structural engineer and require a separate building permit from the City’s Building Inspection Department. All modular block walls requiring a separate building permit from the City’s Building Inspection Department must be inspected during construction and certified by the design engineer following construction. A $50,000 security shall be required with the final plat to insure this work is completed per all codes and regulations. STORM SEWER Development of SBFC 1st Addition includes the construction of public and private storm sewer systems. The public storm sewer consists of the proposed storm sewer in 162nd Street, Elmhurst Lane, and Equestrian Trail. The constructed public storm sewer will be located within public right-of-way and/or a temporary public drainage and utility easement until the outlots are developed, as shown on the plat, and maintained by the City. The privately-owned and maintained storm sewer will be located within Lots 1 and 2, Block 1 and will collect and convey stormwater runoff generated from within the lots to the public storm sewer system. Drainage from all fueling areas shall be directed to an oil/grit chamber separator. The oil grit chamber separator shall meet the requirements of Zoning Ordinance Chapter 37-3-H. The Trunk Storm Sewer Area Charge has not been collected on the parent parcels and must be paid with the final plat. The Trunk Storm Sewer Area Charge is calculated as follows: Total Area of the SBFC 1st Addition Preliminary Plat 3038746 SF Less: County Road ROW 19166 SF Outlot A - Future Development 347521 SF Outlot B - Future Development 245012 SF Outlot C - Future Development 59772 SF Outlot D - Future Development 21206 SF Outlot E - Future Development 271892 SF Outlot F - Future Development 1302638 SF Total Area to Pay Storm Sewer Area Charge 771539 SF Trunk Storm Sewer Area Charge Rate $0.2350 per SF Storm Sewer Area Charge $181,311.67 The Trunk Storm Sewer Area Charge of $181,311.67 must be paid with the final plat. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 10 of 13 FEMA FLOODPLAIN ANALYSIS Spirit of Brandtjen Farm Commercial 1st Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WETLANDS No wetlands have been identified within this development. TREE PRESERVATION Few significant trees have been identified in this development. All significant trees will be removed with the SBFC 1st Addition development. EROSION CONTROL An erosion control plan has been submitted and includes the following: • A single rock construction entrance. • A seed and mulch specification that meets City requirements. • Inlet protection on all storm sewer structures. • Silt fence to protect offsite areas from sediment transport. • Installation of erosion control at street curbs after utilities are installed. • All 3:1 slopes must be seeded and stabilized with fiber blanket or sod. • Temporary sedimentation basins must be graded first. • Rock checks in high flow areas. • All streets shall be cleared of debris at the end of each day as identified in the erosion control notes. Street sweeping shall be done weekly or more often as needed. Additional street sweeping shall be required during the hauling process. All streets shall be maintained to provide safe driving conditions. Erosion control blankets must be installed on all stormwater/infiltration basin slopes and slopes adjacent to wetland areas. The Developer shall install and maintain any additional erosion control measures deemed necessary during construction by City staff or the Dakota County Soil and Water District. SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to SBFC 1st Addition. Construction costs are based upon the September 4, 2014 estimate submitted by the Developer’s engineer. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 11 of 13 CONSTRUCTION COSTS Sanitary Sewer $ 72,451.67 Watermain 125,200.60 Storm Sewer 277,400.59 Street Construction 748,622.00 Erosion Control, Restoration, and Grading Certification 153,613.50 SUBTOTAL – CONSTRUCTION COSTS $1,377,288.36 OTHER COSTS Developer’s Design (6.0%) $ 82,637.30 Developer’s Construction Survey (2.5%) 34,432.21 City’s Legal Expense (0.5%) 6,886.44 City Construction Observation (7.0%) 96,410.19 Developer’s Record Drawing (0.5%) 6,886.44 Landscaping 30,000.00 Retaining Walls 50,000.00 Street Lights 14,800.00 Replace Pedestrian Ramps at Pilot Knob Road 2,000.00 Pavement Markings Within Hy-Vee Site 5,000.00 Lot Corners/Iron Monuments 900.00 SUBTOTAL – OTHER COSTS $ 329,952.58 TOTAL PROJECT SECURITY $1,707,240.94 The street light security totals $14,800.00, which consists of eight mast-arm street lights at $1,400.00 each and three post-top street lights at $1,200.00 each. The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $900.00. The City shall hold this security until the Developer’s land surveyor certifies that all irons have been placed following site grading, utility and street construction. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 12 of 13 CASH FEES The cash fee for traffic control signs is $3,475.00, which includes one stop sign, one left, straight, right turn sign, four 9-button delineator signs, one future thru street sign, six center lanes, one right turn only sign, two speed limit with ordinance signs, and two street blade and stop assemblies. If the street posts are installed in frost conditions, the Developer shall pay an additional $150.00 at each street post location. The cash fee for one-year of streetlight operating expenses for Lots 1 and 2, Block 1 shall be paid with the final plat. Consistent with City policy, the streetlight operating fee is based on commercial development so as to provide a more comparable rate to the anticipated usage. The cash fee is calculated as follows: 1,025.61 ff x $0.2277/ff/qtr x 4 qtrs = $934.13 162nd Street Front Footage Streetlight Operating Rate Total A cash fee for one-year of surface water management expenses for Lots 1 and 2, Block 1 and Outlot G shall be paid with the final plat and is calculated as follows: 12.81 Acres x 4.2 REU x $7.00/unit/qtr x 4 qtrs = $1,506.46 Lots 1 & 2, Block 1, and Outlot G Area Residential Equivalent Utility Factor Surface Water Management Fee Rate Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid with the final plat and is calculated as follows: 9 x $75.00/lot and outlot = $675.00 Lots and Outlots City Base Map Updating Rate Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf file. The Developer shall pay a cash fee for City Engineering Administration. The fee for City Engineering Administration shall be based on three percent (3.00%) of the estimated construction cost, or $41,318.65. Spirit of Brandtjen Farm Commercial 1st Addition Preliminary and Final Plat Report September 17, 2014 Page 13 of 13 CASH REQUIREMENTS Park Dedication Fee $ 95,688.00 Trunk Storm Sewer Area Charge 181,311.67 Traffic Control Signs 3,475.00 Streetlight Operating Fee 934.13 Sanitary Sewer Availability Fee TBC w/Building Permit Surface Water Management Fee 1,506.46 City Base Map Updating Fee 675.00 City Engineering Administration (3.0%) 41,318.65 SUBTOTAL – CASH REQUIREMENTS $ 324,908.91 CREDITS TO THE CASH REQUIREMENTS Trunk Watermain Upsizing $ 1,378.30 SUBTOTAL – CREDITS TO THE CASH REQUIREMENTS $ 1,378.30 TOTAL CASH REQUIREMENTS $323,530.61 RECOMMENDATIONS Engineering recommends approval of the preliminary plat, final plat, grading plan, utility plan, and site plan for SBFC 1st Addition subject to the comments within this report.