Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5.a. PCAttachments_SR_Continue
EXECUTIVE SUMMARY Planning Commission Regular Meeting: October 25, 2022 Tentative City Council Meeting: November 15, 2022 AGENDA ITEM: Request by Schafer Richardson for approval of a PUD Final Site and Building AGENDA SECTION: Plan and Preliminary Plat to construct Old Business two multi-family buildings. PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 5.a. ATTACHMENTS: Site Location; Land Use and Zoning Maps; Excerpt from the September 27, 2022 Planning Commission Meeting Minutes; UPDATED/NEW PLANS: Applicant’s Narrative; Photometric Study; Updated Site Plan; Building Height APPROVED BY: AK Comparisons; City Engineer’s Traffic Analysis Review dated October 18, 2022; Park and Recreation Director’s Memos dated October 19, 2022 and October 21, 2022; Letters from Residents. RECOMMENDED ACTION: Motion to recommend the City Council approve the preliminary plat for the subdivision of Outlot A, Prestwick Place Townhomes, subject to the following conditions: 1. Drainage and utility easements shall be dedicated over all stormwater ponds, buffers and outlets. 2. Dedication of standard perimeter drainage and utility easements over the property. 3. Approval of a Planned Unit Development Final Site and Building Plan. 4. Conformance with all requirements of the City Engineer as detailed in the memorandum dated September 15, 2022. 5. Conformance with all requirements of the Parks and Recreation Director as detailed in the memorandum dated September 19, 2022. Motion to recommend the City Council approve a PUD Final Site and Building Plan to construct two multi-family buildings in the northeast quadrant of Connemara Trail and Akron Avenue, subject to the following conditions: 1. Approval of a final plat subdividing Outlot A, Prestwick Place Townhomes. 2. Compliance with all conditions detailed in the Engineer’s Memorandum dated September 15, 2022. 3. Payment of cash-in-lieu of park land dedication in the amount of $762.500. 4. Entry monuments shall be subject to sign permits and normal zoning standards. Appropriate sight distances must be maintained. 5. The applicant shall submit updated elevations indicating the final building height of the eastern building prior to Council review. 6. Entry monuments shall be subject to sign permits and normal zoning standards. Appropriate sight distances must be maintained. SUMMARY The Planning Commission is being asked to continue its discussion and review of a request by Schafer Richardson to construct two apartment buildings on a site that has been designated and zoned for High Density Residential development since 2007 as part of the Prestwick Place Planned Unit Development. When the PUD was approved, a condition of approval was that any development on the site receive Final Site and Building Plan approval. This request is fulfilling that condition of the 2007 approval. If not for the Prestwick Place PUD overlay, the request would be a simple Site Plan Review. The applicant had requested approval of two deviations from the zoning ordinance as part of their initial request. One to increase the maximum building height by eight feet and another to reduce the required parking ratio from 2 parking stalls per unit to 1.8 parking stalls per unit. Due to changes made to the applicant’s site plan, there is no longer a request for approval of any deviations from the code. The applicant is requesting approval of a final site and building plan and approval of a preliminary plat to subdivide the subject parcel into two lots, each containing one of the buildings. A final plat request will be forthcoming, and the Planning Commission will be asked to review the final plat for consistency with the preliminary plat. Because the Planning Commission received a detailed staff report concerning this application at its last meeting, the following report will focus instead on the questions and issues raised at the last meeting and any new information that has been brought forward by the applicant. A printed copy of the September 27, 2022 staff report will be provided to the Commission at the meeting to use as a reference. BACKGROUND The Planning Commission voted to continue this item to allow the applicant and staff the opportunity to provide additional information and updated plans. Specifically, the Commission asked the applicant to provide the following: an updated landscape plan that included an additional tree that was missing from the initial plan and a photometric study that demonstrates the site lighting will not negatively impact adjacent properties. From staff, the commission requested a review of the traffic analysis provided by the applicant. Additionally, parks and recreation staff has provided a memo detailing the basis for how dedication of land or fee-in-lieu is determined. Since the meeting, the applicant has indicated they would reduce the eastern building by one story, which will bring it into conformance with the Zoning Ordinance standard for maximum building height in the R4-High Density Residential zoning district. The reduction in total number of units resulting from the applicant’s reduction in building height reduces the total number of parking stalls proportionately. The applicant updated their site plan to include an additional 5 parking stalls, resulting in a parking ratio of 2 stalls per unit as required by the City Code. Therefore, the two deviations from the code are no longer required. Additionally, the reduction in the total number of units creates a lower requirement of trees, which will be detailed in this report. ISSUE ANALYSIS – UPDATED INFORMATION 2 With the submission of updated information, staff will provide additional analysis as warranted below. For further background information and analysis, please refer to the September 27, 2022 staff report. Legal Authority With the applicant’s updated plans no longer requiring any deviations from the zoning ordinance through the PUD process, the request for a preliminary plat and final site and building plan are quasi-judicial decisions for the Commission meaning that the Planning Commission is acting as a judge to determine if the regulations within the Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if these applications meet the City’s established requirements they must be approved. Planned Unit Development The applicant has decided to reduce the height of the eastern building from five stories to four, resulting in a building height that is below the maximum building height of 48’. The building height will be similar to the western building that was always intended to be four stories tall. That building’s height is 44’ 10 ½”. With the elimination of the fifth floor on the eastern building, the total number of units drops by 31 to 305 units total. This also reduced the number of parking stalls required on the site from 672 to 610. The original site plan with proof of parking provided 605 stalls, and the applicant has submitted an updated site plan that provides two additional surface stalls and 3 proof of parking stalls. The applicant is no longer requesting a deviation from the City Code related to parking. Underground 251 Stalls Surface 269 Stalls (90 proof of parking) Total 520 Stalls (610 proof of parking current) Parking Ratio (2 stalls per unit required) 1.7 Stalls per unit (2 stalls per unit proof) Landscaping The original landscape plan was short by one tree. The landscape requirement for multi-family buildings taller than three stories is 8 trees plus on per every two units, or a total of 161 trees based on 305 units. The landscape plan includes 175 trees, which now exceeds the City Code requirement. Type Calculation Required Provided Trees 1 per 2 units plus 8* 176 Trees 161 Trees Foundation Plantings 1 per 10’ of bldg. perimeter** 291 Plants 2,373 Plants * 336 units/2 trees + 8, must include placement along boulevard at 50’ intervals ** 2,922 linear feet Site Lighting The R4-High Density Residential district does not contain any regulations related to site lighting within the City Code. The Code contains those regulations in other zoning districts to minimize the effects of site lighting on adjacent residential properties. The applicant has provided a photometric study that shows the level of lighting at the property lines. Because there is not a maximum light level in the City Code for residential districts, the submittal of a photometric study is not a requirement for requests such as this. Nevertheless, the photometric study provided by the applicant shows little to no impact on adjacent residential properties and the height of pole mounted lights to be twenty feet or shorter, which is the standard for pole mounted lights. Traffic The site has been designated as High Density Residential in the last three Comprehensive Plan updates. 3 The street system in the vicinity has been designed taking this project into account since at least 2008. The traffic and parking analysis provided by the applicant used the City’s 2040 Comprehensive Plan to analyze long term impacts of the proposed development. The City’s engineer provided a review of the study that did not dispute the findings of the original analysis that the existing roadway system has sufficient reserve capacity to absorb the traffic anticipated from the proposed development. The Planning Commission also received many comments related to the ability of Adalyn Avenue to handle the volume of traffic generated by the proposed development. While Adalyn Avenue is a local street, it differs significantly from other local streets in the City in that there are no driveways directly accessing Adalyn Avenue. Other local streets would have 28 or more driveways entering the street over a similar distance. Adalyn Avenue is similar to a collector since only 5 private drives will be accessing that street, and the street system in this area was designed with the proposed development in mind. That being said, all local streets in any part of the city are designed to accommodate parking on both sides with traffic moving in both directions. Currently, parking is permitted along Adalyn Avenue. If needed, parking can be restricted to one or neither side of the street. Plans for the area include at least two connections from Connemara Trail to County Road 42 between Akron Avenue and Blaine Avenue, one of which will be a full intersection allowing traffic to move eastbound on County Road 42. Coordination with Dakota County’s transportation department is ongoing, and an areawide study to ensure and needed improvements to intersections in the vicinity of Akron and 42 are made in a timely manner. Parks While the Planning Commission didn’t receive as many comments related to parks during the public hearing for this item as it did for the proposed apartment building west of Akron Avenue, the Parks and Recreation director provided a memo describing the basis on which the City requests land or fee-in-lieu of land dedication for the City’s park system. A map is included in the memo showing the placement of existing and planned parks in the area and the proximity of the subject parcel to those parks. Typical neighborhood parks such as Greystone Park and the future Talamore Park have playgrounds that are approximately 5,000 square feet in area. The playground in Ailesbury Park is over 10,000 square feet in area, making it one of the largest in the City’s park system. The area is well served by parks, and the request for fee-in-lieu of land dedication is consistent with the Parks Master Plan. The Planning Commission should note that park dedication, and the determination as to whether land or not the City requires land or fee-in-lieu, is the purview of the Parks and Recreation Commission. CONCLUSION AND RECOMMENDATION The applicant has updated their plans in such a way that the proposed development complies with all the standards of the R4-High Density Residential Zoning District and is consistent with the HDR High Density Residential Land Use Designation of the City’s Comprehensive Plan. The staff recommends approval of the Final Site and Building Plan as well as the proposed Preliminary Plat, based on feedback from the Planning Commission, public comments received, and the information provided by the applicant reviewed in this report. 4 Land Use Zoning EXCERPT FROM THE SEPTEMBER 27, 2022 PLANNING COMMISSION MEETING MINUTES 5.a. Request by Schafer Richardson for Approval of a Planned Unit Development Final Site and Building Plan and Preliminary Plat to construct two multi-family buildings containing 336 dwelling units (22-74-PUD & 22-75-PP). Senior Planner Nemcek gave a presentation and summary of the staff report for the Planning Commission. Commissioner Reed questioned about the parking stalls and why not require the extra parking stalls right away? Nemcek stated that to not have unused asphalt sitting around, staff recommends that if more parking is needed in the future, they can add on to the parking. Reed inquired about the park commissions ‘recommended park dedication fee’ and if the City Council could change that requirement. Nemcek stated that they can. Commissioner Thiagarajan inquired where the Life Time facility is proposed. Nemcek stated that facility is proposed on the property just south of this site. Commissioner Powell questioned if the surface water that is still under review would change the site plan once it is complete. Nemcek stated that it is not very common. Chair Kenninger inquired as to how Adalyn Ave was designed to accommodate a development like the proposed. Nemcek stated that the City Engineer has a better understanding on how the streets are designed, but the surrounding development is considered during the design. The public hearing opened at 7:04 pm. Public Comments: Katie Anthony, Schafer Richardson, Applicant, 900 North 3rd Street, Minneapolis, 55401, stated that this site was chosen as it is in a great location and Rosemount has great schools. The parking studies have been completed and the studies discovered that the parking demand was lower then what has been proposed. The traffic has been a concern in this neighborhood and because of that a traffic study has been completed. The height of the buildings is proposed due to the easements that are currently on the property. The concerns about the surrounding homes property values being altered because of the development are encouraged to reach out to a local realtor. Chair Kenninger inquired about the building time line. Ms. Anthony stated that 4 years is the proposed length. Both buildings will be under construction at the same time and could be completed in 2.5 years. Commissioner Rivera inquired if the buildings are market rate housing. Ms. Anthony stated the two buildings differ in that Building A (east-side) will contain units leased at rents that are market-rate, while the units in Building B will feature rents that are affordable to residents within incomes below a certain threshold. Tom Fowler, 1259 Lower 143rd Street East, stated that there is not enough proposed parking. The street is too small to accommodate the amount of traffic. The neighbors believe that property values will decrease because of the traffic, amount of people, and the lower income apartments. Also expressed concerns regarding property values and an assessment should be done to determine whether the value will increase or decrease. Mickey Stone, 1221 142nd Street East, concerns regarding traffic hazards, property values concern, the height of the buildings and public safety concerns with additional units. Also expressed concern regarding lighting. Logan Wilkinson, 1227 Lower 143rd Street, stated that as a police officer and having worked at lower income apartments, that is where officers spend most of their time and stated crime in the area will increase. Evan Cesar, 14300 Ailesbury Ave, stated that the public hearing notices should have been mailed out further than 500 feet of the property. Also, questioned if the city be willing to conduct their own traffic study. Would like to see similar developments in other communities that the applicant referenced. Cindy Fowler, 1259 Lower 143rd Street East, stated that at the neighborhood meeting the developer stated that the project would take 4 years to be completed. Rakshit Caplash, 14109 Aberdeen Way, why applicant paying for park and dedication fees? Is there not enough green space in the area? Also questioned the parking space availability. Rebecca, 14121 Addison Ave, questioning how the case study was conducted. Expressed concerned regarding the number of affordable housing units in Rosemount and how close the areas are to one another. Consider rezoning the area and allowing more green space in the area as there currently is no park in the area. Idolly Oliva, 14277 Ailesbury Ave, inquired about the projection of the increased traffic as the current kids grow up and start driving. Would like to inquire about having information translated for Spanish speaking homes. MOTION by Kenninger to close the public hearing. Second by Reed. Ayes: 7. Nays: 0. Motion Passes. The public hearing closed at 7:39 pm. Additional Comments: Chair Kenninger summarized the questions stated and asked Senior Planner Nemcek, City Engineer Erickson and Katie Anthony of Schafer Richardson for a response Senior Planner Nemcek addressed the following questions; The lighting plan would require City Council approval, the level of lighting shall not exceed 0.5 lumens at any residential property line or 1.0 lumen at any nonresidential property line. The traffic study that was completed was done by Southern Traffic Services (STS) which considered existing and future uses. The study considered they city’s comprehensive plan. The gas line agreement is addressed through the gas line operator and the developer. For example, the City is unable to issue permits unless a written notice is given from the gas line operator if a resident wanted to build something in the area of the gas line on their property. Park Dedication is required by every development to donate a certain amount of land or fee in lieu of land for nonresidential properties. The City’s Parks Master Plan does not call for a park in this area, so staff is recommending the City collect cash in-lieu of land to meet the parks dedication requirements. The parking space calculation is for the total number of stalls required and is not indicating there would be partial parking stalls. Commissioner Reed questioned if the fee-in-lieu of a park money gets used to develop new parks and maintain current parks. Nemcek stated that is correct. Community Development Director stated that the state minimum for the mailing of public hearing notices is 500 feet from the application property per our City Code and mailed within 10 days of the public hearing. The City of Rosemount is requiring more than state statute requires. The policy would have to go to City Council for review for any changes. City Engineer Erickson addressed the following questions; Access to the site is from Adalyn Avenue at two locations. The traffic study completed took into consideration the maximum number of cars per hour. Commissioner Reed inquired if sidewalks have been considered to be added along Adalyn Ave. Erickson stated that they have not looked at including sidewalks. The stormwater management initial submittal has been reviewed and there was nothing at that time that would indicate changes need to be made. Any changes that would need to be completed would be included within the city council action item. Kathy Anthony addressed the following questions; The financing portion starts after the developer knows a project will work. Currently, there is no financing in place for Building A. For Building B, the developer will seek a different option for financing. If construction starts in 2023, if the buildings can get built concurrently, then they will be completed in approximately 2.5 years from ground break. Many Conversations have been had with the gas company. There are no buildings over the gas line, it is only impervious surfaces. For more information on examples of the developer’s development, the public can view the developer’s website. The most recent comparable development was finalized this summer in Richfield and another one in White Bear Lake in 2021. Commissioner Reed inquired about the security of the property. Ms. Anthony stated that in each building there will be onsite building managers, security features inside and outside, and both buildings will be fobbed in order to get inside. Kenninger inquired if background checks are done. Ms. Anthony stated that background and credit checks are both done no matter the type of building. Chair Kenninger inquired if there is an increase in crime around other buildings and areas in town that have high density. Nemcek stated that there have been no comments or concerns made by the Police Chief. If the request is denied for the developer to increase the one building height to 55 feet, the developer would need to go back to the drawing board to determine the next steps. Ms. Anthony noted the public notice was only provided in English language and stated translating this in the future is an important point. Planning Commissioners further discussed the item; Commissioner Powell stated that the fact that the traffic study hasn’t been reviewed creates concern. The height of the proposed building that is higher than the max that the Council just set not that long ago is also concerning. Commissioner Rivera stated that the height of the building and parking requirements are concerning and recommends the applicant stay within the guidelines that the City Council approved in January. Commissioner Reed stated that the building height is concerning. Reed has confidence in the outcome of the traffic study as they have been completed in the past. A 5-story building doesn’t fit the vision that commissioners had for the area. Commissioner Thiagarajan stated she would like more information regarding the traffic study before making a recommendation. Chair Kenninger stated that the height of buildings was just increased from 35 to 48. She would like to see the height of the building to stay within the height requirements of the City code and what other options would look like. Kenninger is ok with the parking space requirements. Commissioner Powell stated that he would prefer to make a motion to continue this item until additional information is provided regarding the lighting plan and traffic study. Motion by Powell Second by Rivera. Motion to continue this item to the October 25, 2022, Planning Commission meeting and include information about the traffic study and lighting plan Ayes: 7. Nays: 0. Motion Passes. Chair Kenninger confirmed there will not be another notice mailed out as this is a continuation and the sign will remain posted. The agenda item will be listed as an “old business” item and will not be a public hearing on October 25th. However, Kenninger will confirm with staff if public comment will be allowed at the meeting on the 25th. 900 North Third Street, Minneapolis, MN 55401 612.371.3000 .3000 sr-re.com 145th & Akron Redevelopment: Summary of Changes from Original Submittal Based on public comment received during the neighborhood meeting hosted by the applicant on September 22nd as well public comment and feedback from the Planning Commission on September 27th, the applicant decided to revise the project plans to reduce the height of Building A from five stories to four stories (from 55’-6” to 43’). This revision would reduce the visual impact along Adalyn Avenue, reduce the number of parking stalls needed, and would also reduce traffic and circulation associated with site. In reducing the height of Building A from five stories to four stories, the total unit count between both buildings was reduced from 336 residential units to 305. A revised site plan is provided, showing an additional 2 parking spaces being paved during construction and an additional 3 parking spaces provided as proof of parking. With reduction in height to four stories (and reduction of 31 units total), the project is able to meet the parking requirement of 2 stalls per unit with 520 parking stalls being constructed and 90 stalls available for proof of parking (610 total). The proposed revisions would bring the project in full compliance to zoning regulations within the site’s current zoning R4 PUD-High Density Residential PUD. In effect, the applicant is not requesting any deviations to City Code. The table on the next page provides a comparison of revisions from the original submittal on August 30th, 2022 to the current plans as amended. 900 North Third Street, Minneapolis, MN 55401 612.371.3000 .3000 sr-re.com ORIGINAL DESIGN 8.30.2022 CURRENT DESIGN Building A: 193,872 SF Building B: 206,972 SF TOTAL: 400,844 SF Gross Area (Above Ground) *With the reduction in height, Building A’s gross area above ground was reduced. Building A: 154,950 SF Building B: 206,972 SF TOTAL: 361,922 SF Building A: Five stories (55’-6”) Building B: Four stories (44’-10.5”) Height *Reduction in height after public comment and Planning Commission feedback. Building A: Four stories (43’) Building B: Four stories (44’-10.5”) Studios: 29 1-Bedroom (+ Dens): 65 2-Bedroom: 68 3-Bedroom: 10 TOTAL: 172 Building A - Unit Count/Mix *With the reduction in height, unit mix and count was adjusted accordingly. Studios: 31 1-Bedroom: 48 2-Bedroom: 55 3-Bedroom: 7 TOTAL: 141 336 Units 27 Units per Acre TOTAL UNIT COUNT 305 Units 24.5 Units per Acre Underground: 251 Surface: 267 (87 proof of parking) TOTAL: 518 (605 proof of parking) Parking Ratio: 1.54 Stalls per unit (1.80 proof of parking) Parking Count Parking Ratio *Parking ratio adjusted to meet with unit reduction. Underground: 251 Surface: 269 (90 proof of parking) TOTAL: 520 (610 proof of parking) Parking Ratio: 1.70 Stalls per unit (2.00 proof of parking) 175 Trees Provided (176 needed) (1 tree short per code with 336 units) Landscaping *Requirement = 1 tree per 2 units. The reduction in unit count resulted in excess trees being provided on site. 175 Trees Provided (161 needed) (14 trees in excess with per code with 305 units) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 1.9 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.3 2.3 1.8 1.5 1.0 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.5 3.4 2.6 1.7 0.9 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.5 0.6 0.6 0.5 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.5 2.0 2.2 2.4 1.4 0.7 0.4 0.3 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.8 1.2 1.3 1.2 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 1.3 1.9 1.8 1.7 1.0 0.5 0.4 0.4 0.5 0.6 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.6 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 2.4 0.3 0.0 0.0 0.0 0.1 0.9 2.1 0.3 0.0 0.0 0.0 0.1 0.4 2.5 0.6 0.8 2.3 3.1 2.5 1.2 1.8 1.5 0.2 0.1 0.1 0.1 0.1 0.3 0.9 1.2 1.3 1.2 0.7 0.5 0.5 0.5 0.7 0.8 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.8 1.3 2.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 2.8 0.8 0.0 5.5 0.0 2.0 4.2 1.6 0.2 0.1 0.1 0.1 0.1 0.3 0.5 0.8 0.9 0.8 0.6 0.6 0.6 0.7 0.9 1.0 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 1.6 1.8 1.6 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.7 0.7 0.8 1.0 1.2 1.4 1.6 1.2 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 2.0 2.8 1.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.6 0.6 0.8 0.3 0.3 0.2 0.1 0.3 0.4 0.6 0.8 0.8 0.8 0.8 1.0 1.3 1.7 2.2 2.6 2.0 1.8 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.9 2.9 2.6 1.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.2 1.9 2.3 2.6 2.5 2.1 1.8 3.1 0.9 0.6 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.0 1.1 1.3 1.8 2.8 3.8 3.8 4.0 3.2 1.4 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 1.9 1.8 2.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 4.8 6.1 6.4 7.1 6.8 6.0 6.3 1.9 6.2 1.5 2.0 0.5 0.5 0.5 0.6 0.8 1.0 1.1 1.1 1.3 1.7 2.5 3.9 5.6 7.5 5.1 2.6 1.5 0.9 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.3 1.4 1.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.5 1.8 2.1 1.9 1.0 0.7 0.8 0.9 1.1 1.2 1.2 1.2 1.7 2.6 3.8 6.3 4.4 3.0 1.8 1.1 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 0.9 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 1.4 2.1 2.5 3.4 2.4 1.0 1.0 1.1 1.3 1.5 1.3 1.2 1.5 2.6 5.2 4.2 4.6 3.6 2.2 1.4 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.7 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 3.6 1.3 2.1 3.3 3.1 2.7 1.3 1.4 1.5 1.8 2.1 1.8 1.6 1.8 2.6 2.5 3.0 2.8 2.2 1.5 1.1 0.9 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.9 1.1 0.8 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.1 1.7 1.5 6.1 0.9 1.9 5.3 0.5 0.2 0.3 1.4 6.1 0.8 0.3 0.7 5.4 2.0 0.4 0.4 0.5 3.1 5.0 1.1 1.7 2.6 2.7 3.3 2.0 1.8 2.3 2.9 3.4 2.6 2.9 2.0 1.6 1.6 1.9 1.8 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.2 1.7 2.1 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.4 1.3 0.5 0.5 0.3 2.3 0.5 0.3 0.2 0.3 0.5 0.7 0.6 0.6 0.7 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.6 2.3 2.8 3.0 2.9 2.6 3.4 4.7 4.6 5.7 3.4 1.8 1.3 1.2 1.3 1.3 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.6 1.8 2.1 1.1 0.3 0.1 0.1 0.2 0.6 0.5 0.1 0.1 0.1 0.1 0.2 0.5 5.5 6.5 6.6 7.3 7.5 6.4 6.4 1.2 0.5 0.8 0.4 7.7 0.5 0.2 0.2 0.3 0.5 0.7 0.9 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.4 1.8 2.4 2.8 3.0 3.2 3.6 4.5 9.7 4.9 3.2 2.0 1.4 1.1 1.1 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.6 2.8 2.7 0.5 0.2 0.1 0.3 5.2 0.1 0.1 0.1 0.1 0.2 0.9 14.0 5.2 2.5 3.3 15.2 5.4 1.8 0.7 2.2 13.9 1.1 0.6 0.3 0.2 0.3 0.4 0.6 0.9 1.3 1.7 2.0 2.1 2.1 2.0 1.8 1.6 1.5 1.7 1.9 2.4 2.9 3.1 3.1 3.1 3.5 4.5 8.4 5.7 4.7 3.0 1.9 1.4 1.1 1.0 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.4 2.4 2.3 2.1 0.4 0.2 3.7 1.6 0.5 0.7 1.1 1.6 2.0 2.7 3.3 3.2 2.4 2.1 1.8 1.7 1.9 2.2 2.9 3.9 4.0 3.1 3.2 4.0 5.4 4.2 4.2 3.4 2.1 1.4 1.1 1.0 0.9 0.8 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 1.7 2.0 2.7 0.9 0.9 4.5 0.6 0.8 1.4 2.0 2.4 3.1 4.6 3.9 2.6 2.5 2.2 2.0 2.1 2.5 2.9 4.7 5.6 4.1 4.4 5.1 4.0 3.5 3.0 2.1 1.5 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.2 1.5 2.1 2.0 3.4 0.4 0.6 0.6 1.1 2.2 3.9 4.3 5.1 6.0 4.2 4.7 3.6 2.8 3.2 4.3 4.3 6.5 5.0 3.7 3.6 2.9 2.8 2.6 1.7 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.8 1.1 1.6 2.3 0.3 0.4 0.5 0.9 1.6 2.4 2.7 3.7 5.6 4.6 2.9 2.9 2.6 2.5 3.0 3.3 2.9 3.9 4.7 3.3 2.5 2.5 2.4 2.6 2.8 2.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.8 1.1 1.8 2.1 3.9 3.2 0.6 0.7 1.2 1.7 2.1 2.8 3.8 3.4 2.4 2.1 1.8 1.7 1.8 2.1 2.3 3.0 3.4 2.9 2.3 2.1 2.4 2.7 2.9 2.8 1.2 0.7 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 1.4 2.3 1.7 1.1 10.9 2.8 0.6 0.7 1.0 1.4 1.8 2.2 2.5 2.4 2.1 1.8 1.5 1.4 1.5 1.7 2.0 2.2 2.1 1.9 1.7 1.7 2.0 2.7 3.1 3.6 2.2 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.7 1.3 1.7 2.0 1.8 0.6 0.4 0.5 0.5 0.6 0.9 1.1 1.3 1.5 1.5 1.6 1.5 1.4 1.3 1.2 1.2 1.4 1.5 1.4 1.3 1.2 1.0 1.0 1.4 2.4 3.6 3.5 2.2 0.7 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.9 1.6 2.1 2.4 3.0 1.6 0.6 7.3 0.7 0.5 0.5 6.6 0.4 0.6 0.5 4.9 0.7 0.5 0.5 0.7 7.2 0.6 0.5 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.7 1.1 2.0 2.6 2.3 1.9 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.7 0.9 1.0 1.1 1.4 2.3 2.1 3.1 3.2 1.7 0.9 1.4 1.7 1.0 0.8 0.6 0.6 1.1 1.4 1.0 1.0 1.0 1.5 1.3 0.7 0.6 0.7 0.9 1.3 1.6 1.1 1.0 1.0 1.1 1.5 1.8 1.1 1.0 0.9 0.9 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.2 1.3 1.3 1.3 1.3 1.1 1.0 0.9 1.0 1.0 1.1 1.4 1.9 2.2 2.2 2.0 0.4 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.4 1.3 1.3 1.3 1.4 1.9 2.7 1.8 2.4 2.6 2.1 1.6 1.9 1.9 1.6 1.1 0.8 0.7 1.0 1.4 1.8 2.0 2.0 1.7 1.3 0.9 0.7 0.9 1.4 1.8 2.1 2.1 1.8 1.5 1.5 1.7 2.0 2.1 2.0 1.7 1.3 1.0 1.1 1.5 1.9 2.1 2.0 1.7 1.3 1.1 1.2 1.6 2.0 2.2 2.1 1.8 1.4 1.1 1.1 1.5 1.8 2.1 2.2 2.2 2.0 1.6 1.1 0.4 1.1 0.8 0.7 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.2 1.7 1.5 1.5 1.6 2.2 2.2 2.0 2.5 2.8 2.4 3.3 2.8 2.0 1.5 1.0 0.8 1.1 1.7 2.2 3.4 3.2 2.1 1.6 1.0 0.9 1.1 1.7 2.2 3.5 3.2 2.2 1.9 1.8 2.0 2.4 3.6 3.0 2.0 1.6 1.2 1.3 1.8 2.3 3.5 2.9 2.0 1.6 1.2 1.3 1.8 2.3 3.6 3.0 2.0 1.6 1.2 1.3 1.8 2.3 3.6 3.1 2.3 1.8 1.2 0.7 0.3 2.0 1.5 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 2.6 1.8 1.9 2.0 2.3 2.6 1.6 1.4 2.0 2.6 2.7 5.4 5.0 3.8 3.3 1.5 1.1 1.8 3.3 3.4 6.0 3.4 3.0 1.5 1.1 1.8 3.3 3.5 6.0 3.6 3.5 3.0 3.8 3.7 6.2 5.0 3.5 2.8 1.7 2.0 3.4 3.5 6.2 5.0 3.4 2.8 1.7 2.0 3.4 3.5 6.2 5.0 3.4 2.8 1.7 2.0 3.4 3.5 6.2 5.1 3.6 2.8 1.3 0.6 0.5 1.6 1.6 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.6 2.3 2.3 2.2 2.4 2.8 3.2 2.2 1.1 2.1 3.9 3.6 5.4 4.6 2.4 1.9 1.3 1.1 1.6 2.4 2.6 4.5 4.0 2.5 2.1 1.4 1.1 1.6 2.4 2.6 4.5 4.1 2.7 2.6 2.4 2.7 2.8 4.7 3.7 2.4 2.0 1.4 1.6 2.3 2.5 4.6 3.6 2.4 2.0 1.4 1.6 2.3 2.5 4.6 3.6 2.4 2.0 1.4 1.6 2.3 2.5 4.6 3.7 2.5 2.0 1.0 0.5 1.7 1.5 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.6 2.8 2.6 2.3 2.2 2.3 2.7 3.2 1.0 1.3 1.9 2.2 3.2 3.3 2.3 1.8 1.3 1.1 1.3 1.8 2.3 3.1 3.0 2.2 1.7 1.2 1.1 1.4 1.9 2.4 3.1 3.0 2.3 2.0 1.9 2.1 2.5 3.0 2.7 1.9 1.4 1.1 1.2 1.6 2.2 2.9 2.6 1.9 1.4 1.1 1.2 1.6 2.2 2.9 2.6 1.9 1.4 1.1 1.2 1.6 2.2 2.9 2.8 2.2 1.7 1.1 0.7 0.4 2.0 1.5 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 2.3 2.1 1.9 1.8 1.9 2.1 1.0 1.2 1.6 2.0 2.2 2.1 1.8 1.5 1.3 1.1 1.3 1.6 1.8 1.9 1.9 1.8 1.5 1.3 1.3 1.5 1.8 1.9 2.0 2.0 1.9 1.7 1.7 1.8 1.8 1.7 1.6 1.4 1.1 1.0 1.1 1.3 1.4 1.5 1.5 1.4 1.2 0.9 1.0 1.2 1.4 1.6 1.6 1.4 1.1 0.9 1.0 1.2 1.5 1.6 1.8 2.4 2.2 1.8 1.4 0.5 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 2.0 1.5 1.5 1.6 2.0 2.9 0.9 1.1 1.4 1.5 1.5 1.3 1.2 1.2 1.1 1.0 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.4 1.3 1.1 0.9 0.7 0.7 0.7 1.2 2.9 0.9 0.7 0.6 0.7 1.2 2.5 0.9 0.6 0.6 0.7 1.1 2.5 0.9 0.7 0.6 0.6 0.8 1.1 0.8 0.9 2.2 3.2 3.1 1.8 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 2.1 1.8 1.4 1.3 1.4 1.6 2.0 0.9 1.1 1.2 1.3 1.3 1.2 1.1 1.1 1.0 0.9 0.9 1.0 1.1 1.0 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.2 1.3 1.3 1.2 1.2 1.1 0.8 0.5 0.4 0.3 0.4 3.5 1.0 0.3 0.3 0.3 3.5 1.1 0.4 0.3 0.3 3.4 1.0 0.4 0.4 0.4 2.5 11.2 0.9 0.5 2.7 2.6 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.5 1.1 1.1 1.0 0.9 0.9 1.1 0.9 1.3 1.5 1.5 1.6 1.5 1.4 1.3 1.0 0.8 0.8 1.0 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.4 1.1 0.7 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.9 1.5 2.1 2.4 2.8 2.5 2.3 1.7 1.1 0.8 0.7 1.0 1.6 1.9 2.1 2.3 2.0 1.9 1.5 1.4 1.5 2.1 2.4 2.7 2.6 2.3 1.9 1.2 0.7 0.4 0.3 0.3 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.3 0.6 1.1 1.8 2.9 4.1 4.9 4.3 3.3 2.1 1.3 0.9 0.8 1.2 1.8 2.9 3.4 3.7 3.2 2.5 1.8 1.6 1.9 2.6 3.9 4.7 4.6 3.7 2.3 1.5 0.8 0.5 0.3 1.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.7 1.5 2.8 4.2 5.8 7.2 6.4 4.6 3.3 2.0 1.1 1.1 1.8 2.9 3.7 4.4 4.0 3.5 2.7 2.3 2.9 4.0 5.3 7.1 6.9 5.0 3.7 2.2 1.1 0.5 0.3 1.2 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.6 2.8 4.0 5.3 5.8 4.3 3.3 2.1 1.3 1.1 1.6 2.1 2.5 4.7 3.4 2.4 2.3 2.3 2.9 3.9 4.9 6.3 4.6 3.5 2.3 1.2 0.5 0.3 0.2 3.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.4 2.3 3.5 4.5 5.2 4.7 3.8 2.6 1.8 1.3 1.1 1.3 1.6 2.0 2.9 3.3 2.4 1.9 1.8 2.0 2.5 3.3 4.4 5.1 5.0 4.2 2.9 1.9 1.1 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.3 2.3 3.0 3.4 3.7 3.5 3.2 2.6 1.8 1.3 1.1 1.3 1.7 2.2 2.5 2.6 2.4 2.1 1.9 2.0 2.5 3.1 3.4 3.7 3.6 3.2 2.8 1.9 1.0 0.5 0.2 0.1 2.3 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.3 2.3 3.0 3.3 3.6 3.4 3.1 2.6 1.8 1.3 1.1 1.3 1.7 2.2 2.5 2.5 2.4 2.1 1.9 2.0 2.5 3.1 3.4 3.6 3.5 3.2 2.8 1.9 1.0 0.5 0.2 0.1 0.4 0.4 0.6 3.2 0.7 0.3 0.5 0.8 1.2 2.0 5.5 0.8 0.5 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.4 2.2 3.5 4.4 5.0 4.6 3.8 2.6 1.8 1.3 1.1 1.3 1.6 2.1 2.9 3.1 2.4 1.9 1.8 2.0 2.5 3.3 4.4 4.9 4.8 4.1 2.9 1.9 1.0 0.5 0.2 0.1 12.4 2.2 2.2 1.5 0.7 0.4 0.5 0.8 1.2 1.7 0.4 0.2 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.6 2.7 3.8 5.0 6.4 5.5 4.1 3.1 2.0 1.3 1.1 1.5 1.8 2.2 4.2 4.7 2.8 2.0 2.0 2.2 2.9 3.7 4.7 6.1 6.0 4.4 3.4 2.2 1.1 0.5 0.2 0.1 1.4 1.9 1.4 1.5 1.5 0.8 0.4 0.5 0.7 1.1 1.6 2.4 0.2 0.1 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.6 3.0 4.5 6.3 7.0 4.9 3.5 2.0 1.2 1.2 2.0 3.3 4.3 5.0 4.6 3.8 2.8 2.4 3.0 4.3 5.8 7.6 5.5 3.9 2.3 1.1 0.5 0.2 0.1 1.2 1.3 1.4 1.2 1.2 0.7 0.4 0.5 0.7 0.9 1.1 1.4 0.1 0.1 3.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.1 1.8 2.9 4.2 5.1 4.4 3.3 2.1 1.4 0.9 0.9 1.3 2.0 3.1 3.7 3.9 3.3 2.4 1.8 1.7 1.9 2.7 3.9 4.9 4.7 3.7 2.4 1.5 0.8 0.4 0.2 0.3 1.7 1.2 0.9 0.8 0.8 0.6 0.4 0.4 0.4 0.5 0.5 0.5 0.1 0.6 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.5 2.2 2.6 2.9 2.6 2.3 1.7 1.1 0.8 0.7 1.1 1.7 2.1 2.3 2.5 2.2 2.0 1.5 1.3 1.5 2.1 2.5 2.8 2.8 2.4 1.9 1.2 0.7 0.4 0.2 1.0 4.3 0.8 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.2 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.8 1.3 1.5 1.6 1.6 1.6 1.4 1.3 0.9 0.7 0.7 1.0 1.2 1.3 1.5 1.6 1.5 1.5 1.4 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.3 1.0 0.6 0.3 0.2 0.4 1.1 0.5 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.5 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.2 1.3 1.3 1.2 1.1 1.0 1.0 0.8 0.7 0.7 0.9 1.0 1.0 1.1 1.3 1.4 1.5 1.5 1.5 1.4 1.2 1.1 1.1 1.1 1.0 1.0 0.8 0.6 0.3 0.2 0.1 0.2 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.1 0.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.2 1.4 1.5 1.2 0.8 0.7 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.2 1.7 1.9 2.0 2.0 1.5 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.8 1.0 0.9 0.7 0.6 0.5 0.6 0.7 0.8 1.0 1.0 0.0 0.0 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.4 1.7 2.1 1.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.8 1.7 1.2 2.0 2.8 3.0 2.5 1.3 1.2 1.6 0.8 0.7 1.3 1.3 0.6 0.5 0.3 0.3 0.5 0.1 1.4 1.7 1.2 0.8 0.6 0.5 0.6 0.8 1.1 1.6 2.3 0.1 0.1 3.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.5 2.0 2.2 1.6 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.5 2.3 2.5 4.8 3.3 1.3 5.1 1.0 0.6 9.7 0.6 0.4 0.4 1.3 7.5 0.2 1.3 1.3 0.8 0.6 0.5 0.6 0.8 1.2 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.6 2.7 2.9 2.8 0.9 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.8 2.2 1.4 1.3 0.8 0.6 0.5 0.6 0.8 1.1 1.4 2.5 0.3 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 1.5 2.7 2.9 1.0 1.0 1.2 1.3 1.3 1.4 1.7 1.9 1.9 4.8 1.7 1.2 0.8 0.6 0.5 0.5 0.7 1.1 1.4 1.7 0.2 1.4 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.3 1.8 2.0 1.5 0.9 1.3 1.7 2.2 2.4 2.1 2.2 2.6 5.0 2.1 1.3 0.8 0.6 0.6 0.5 0.4 0.5 0.5 0.6 0.7 0.6 0.1 0.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.4 1.8 1.3 0.8 1.5 1.9 2.3 2.7 2.0 2.5 2.9 0.1 0.2 0.3 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.0 0.0 1.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.8 0.9 0.7 0.6 1.5 2.0 2.9 2.1 2.6 2.4 2.7 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 3.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.3 0.2 0.1 0.2 0.3 0.8 1.0 0.6 0.6 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 1.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 3.0 2.1 0.1 0.0 0.0 0.1 0.9 4.0 0.4 0.1 0.1 0.2 2.9 2.2 0.2 0.3 1.1 1.7 3.6 0.3 0.1 0.0 0.1 1.9 3.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 2.5 0.4 1.7 2.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.3 12.5 12.2 11.5 11.3 11.5 12.3 12.7 14.3 22.8 16.6 15.0 12.5 12.1 12.5 15.2 16.6 23.1 24.1 13.2 15.9 13.2 13.0 13.2 16.1 13.2 25.5 24.2 13.2 16.1 13.2 13.1 13.3 16.2 13.2 25.2 23.2 16.4 15.0 12.5 12.2 12.6 15.2 16.4 22.7 13.9 12.9 12.5 11.6 11.4 11.7 12.6 13.0 13.4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min East Property Line Illuminance Fc 0.00 0.0 0.0 N.A. N.A. North Property Line Illuminance Fc 0.00 0.0 0.0 N.A. N.A. POOL Illuminance Fc 15.04 25.5 11.3 1.33 2.26 SITE PLAN Illuminance Fc 0.63 21.6 0.0 N.A. N.A. South Property Line Illuminance Fc 0.03 0.2 0.0 N.A. N.A. West Property Line Illuminance Fc 0.00 0.0 0.0 N.A. N.A. W2 9'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0"W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0"W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W2 10'-0" W1 10'-0" W1 10'-0"W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0"W1 10'-0" W1 10'-0" W1 10'-0" W2 10'-0" W1W1 W2 9'-0" 10'-0"10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W2 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 10'-0" W1 W1 10'-0" 10'-0" W1 10'-0" W1 10'-0"W1 10'-0" B1 (2) P1 20'-0" P4 B1 15'-0" P4 B1 15'-0" P4 B1 15'-0" P4 B1 15'-0" P4 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P5 B1 15'-0" P6 B2 15'-0" P6 B2 15'-0" P6 B2 15'-0" P6 B2 15'-0" B1 (2) P2 20'-0" P4 B1 15'-0" P4 B1 15'-0" P4 B1 P4 B1 15'-0" 15'-0" P3 B2 P3 B2 15'-0"15'-0" S1 S1 9'-2" 9'-2" P6 B2 15'-0" B1 (2) P2 20'-0" B1 (2) P2 20'-0" B1 (2) P2 20'-0" P1 20'-0"B1 (2) P1 20'-0" B1 (2) P1 20'-0" P1 20'-0"B1 (2) P1 20'-0" P2 B1 P2 B1 P6 B2 P6 B2 P6 B2 P6 B2 15'-0" 15'-0" 15'-0" 15'-0" A. REFER TO SHEETS E0.2P THROUGH EX.XP FOR FIXTURE SCHEDULES, DETAILS, AND CUTSHEETS. B. LIGHTING LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.90 WAS USED TO ACCOUNT FOR DIRT AND LUMEN DEPRECIATION. C. POLE MOUNTING HEIGHTS SHOWN ARE TO TOP OF FIXTURE. D. WALL MOUNTING HEIGHTS SHOWN ARE TO CENTER OF FIXTURE. E. DOWNLIGHT MOUNTING HEIGHTS SHOWN ARE TO BOTTOM OF FIXTURE. GENERAL NOTES: SHEET # SH E E T T I T L E PR O J E C T # DR A W N B Y : DA T E : CH E C K E D B Y : 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 , o r re 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 d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e of M i n n e s o t a . Si g n a t u r e Na m e Da t e Re g . N o . UR B A N W O R K S 10 / 2 0 / 2 0 2 2 4 : 3 0 : 1 3 P M E0.1P EL E C T R I C A L S I T E P H O T O M E T R I C PL A N 47 0 2 . 0 0 0 0 AD P 10 / 2 0 / 2 0 2 2 JJ A 14 5 T H & A K R O N B U I L D I N G S A & B SI T E P H O T O M E T R I C S RO S E M O U N T , M N SCALE:1" = 30'-0" ELECTRICAL SITE PHOTOMETRIC PLAN1 NO. DESCRIPTION DATE GRADE 24" IN PAVEMENT AREA 24" SEE LFS SEE STRUCTURAL PLANS FOR MORE DETAIL. BASE PROVIDED BY CONCRETE CONTRACTOR, COORDINATED BY ELECTRICAL CONTRACTOR. BOND TO GROUND LUG BOND TO REBAR #4 B.C. TYPICAL LUMINAIRE HAND HOLE ELECTRICAL CONDUIT REFER TO STRUCTURAL DETAILS FOR BASE DIMENSIONS AND REBAR SIZE/SPACING LUMINAIRE (IF APPLICABLE) 23'-0" LIGHT POLE GRADE 4" IN GRASS/LANDSCAPE AREA 4" SEE LFS LUMINAIRE HAND HOLE ELECTRICAL CONDUIT SEE STRUCTURAL PLANS FOR MORE DETAIL. BASE PROVIDED BY CONCRETE CONTRACTOR, COORDINATED BY ELECTRICAL CONTRACTOR. REFER TO STRUCTURAL DETAILS FOR BASE DIMENSIONS AND REBAR SIZE/SPACING LUMINAIRE (IF APPLICABLE) 24'-8" LIGHT POLE BOND TO GROUND LUG BOND TO REBAR #4 B.C. TYPICAL W2 18" WIDE, 7" TALL WALL MOUNTED CYLINDER. SINGLE SQUARE LED WITH TYPE 4 FORWARD THROW DISTRIBUTION.UNIV LED N/A 35 COOPER LIGHTING ISC-SA1C-730-U-T4FT WET LOCATION RATED. BLACK FINISH 3000K TRIM TO MATCH CEILING FINISH. FINISH TO BE SELECTED BY ARCHITECT.3000K W1 12" TALL 8" ROUND EXTERIOR LED WALL SCONCE, 3,855 DELIVERED LUMENS. AWAY FROM WALL FORWARD THROW. UNIV LED N/A 46 WAC LIGHTING DS-WS08-F30A WET LOCATION RATED. ANODIZED FINISH TO BE SELECTED BY ARCHITECT.3000K P1 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE,UNIV LED N/A 113 COOPER LIGHTING GLEON-SA2C-730-U-T4FT 20' TALL STRAIGHT STEEL POLE WITH BASE COVER. DOUBLE SQUARE LED WITH TYPE 4 FORWARD THROW DISTRIBUTION.3000K P6 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 12" SQUARE, 15' TALL STRAIGHT STEEL UNIV LED N/A 44 COOPER LIGHTING GLEON-SA1B-730-U-T4FT-HSS POLE WITH BASE COVER. SINGLE SQUARE LED WITH TYPE 4 FORWARD THROW DISTRIBUTION AND HOUSE SIDE SHIELD.3000K P5 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, 15' TALL STRAIGHT STEEL UNIV LED N/A 118 COOPER LIGHTING GLEON-SA1C-730-U-T4W POLE WITH BASE COVER. (2) SINGLE SQUARE LED WITH TYPE 4 WIDE DISTRIBUTION HEADS AT 180 DEGREES.3000K POLE WITH BASE COVER. EIGHT SQUARE LED WITH TYPE 4 FORWARD THROW DISTRIBUTION AND HOUSE SIDE SHIELD.3000K P4 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, 15' TALL STRAIGHT STEEL UNIV LED N/A 59 COOPER LIGHTING GLEON-SA1C-730-U-T4W POLE WITH BASE COVER. SINGLE SQUARE LED WITH TYPE 4 WIDE DISTRIBUTION.3000K P2 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, 20' TALL STRAIGHT STEEL UNIV LED N/A 113 COOPER LIGHTING GLEON-SA2C-730-U-T4W POLE WITH BASE COVER. DOUBLE SQUARE LED WITH TYPE 4 WIDE DISTRIBUTION.3000K P3 EXTERIOR LIGHT POLE AND LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, 15' TALL STRAIGHT STEEL UNIV LED N/A 445 COOPER LIGHTING GLEON-SA8C-730-U-T4FT-HSS LIGHT FIXTURE SCHEDULE FIXT. TYPE DESCRIPTION VOLTAGE LAMPS VA/ FIXT.MANUFACTURER CATALOG NUMBER TYPE QTY./ FIXT. S1 RECESSED 6" ROUND LED DOWNLIGHT. HIGH EFFICIENCY LED LIGHT ENGINE. CLEAR SEMI-DIFFUSE ALZAK REFLECTOR. UNIV LED N/A 8 HUBBELL LIGHTING LTR-6RD-H-SL06L-DM1/LTR-6RD-T-SL30K8XW SHEET # SH E E T T I T L E PR O J E C T # DR A W N B Y : DA T E : CH E C K E D B Y : 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 , o r re 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 d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e of M i n n e s o t a . Si g n a t u r e Na m e Da t e Re g . N o . UR B A N W O R K S 10/20/2022 4:30:14 PM E0.2P EL E C T R I C A L S I T E P H O T O M E T R I C DE T A I L S 47 0 2 . 0 0 0 0 AD P 10 / 2 0 / 2 0 2 2 JJ A 14 5 T H & A K R O N B U I L D I N G S A & B SI T E P H O T O M E T R I C S RO S E M O U N T , M N NO SCALE POLE BASE DETAIL B11 NO SCALE POLE BASE DETAIL B22 SCALE:1/8" = 1'-0" FIXTURE S13 SCALE:1/8" = 1'-0" FIXTURE W14 NO. DESCRIPTION DATE SHEET # SH E E T T I T L E PR O J E C T # DR A W N B Y : DA T E : CH E C K E D B Y : 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 , o r re 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 d i r e c t su p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d Pr o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e of M i n n e s o t a . Si g n a t u r e Na m e Da t e Re g . N o . UR B A N W O R K S 10/20/2022 4:30:15 PM E0.3P EL E C T R I C A L S I T E P H O T O M E T R I C DE T A I L S 47 0 2 . 0 0 0 0 AD P 10 / 2 0 / 2 0 2 2 JJ A 14 5 T H & A K R O N B U I L D I N G S A & B SI T E P H O T O M E T R I C S RO S E M O U N T , M N SCALE:1/8" = 1'-0" FIXTURE W21 SCALE:1/8" = 1'-0" P-FIXTURES2 NO. DESCRIPTION DATE COUNTY ROAD NO. 73 (AKRON AVENUE) ADD I S O N A V E N U E ADALYN AVENUE CO N N E M A R A T R A I L AD D I S O N W A Y R999' R1023' R1023' NO P A R K I N G NO P A R K I N G NO P A R K I N G 9 9 20 20 20 8 20 4 10 18 2 6 4 6 12 11 15 10 10 11 2 8 10 10 3 11 BUILDING B 52,445 +/- SF. BUILDING A 39,370 +/- SF. R 1 5 ' R5' R15' R 1 0 ' R3.6 7 ' R10 ' R3.6 7 ' R288' R312' R 1 0 ' R10' R2 8 4 . 5 ' R 1 0 ' R10 ' R10 ' R 3 . 6 7 ' R 3 . 6 7 ' R3.67' R1 0 ' R10' R3. 6 7 ' R3.6 7 ' R 1 0 ' R3 . 6 7 ' R10 ' R3.67' R 3 . 6 7 ' R3. 6 7 ' R3.6 7 ' R 3 . 6 7 ' R3.6 7 ' R 3 . 6 7 ' R10' R 3 . 6 7 ' R 1 0 ' R3. 6 7 ' R10 ' R 3 . 6 7 ' R 1 0 ' R3.6 7 ' R3 4 ' R 1 0 ' R 5 ' R 5 'R5' R10 ' R 3 . 6 7 ' R1 0 ' R3 . 6 7 ' R 3 . 6 7 ' R10 ' R3.67' R3 . 6 7 ' R10 ' R 1 0 ' R3.67' R62' R38' R38' R 1 5 ' R15' R3 . 6 7 ' R3.67 ' R 3 . 6 7 ' R3.6 7 ' R 1 0 ' R10' R3.67' R3.67' R3.67' R 1 0 ' R10' R 3 . 6 7 ' R10' R 3 . 6 7 ' R3 . 6 7 ' R3.6 7 ' R 3 . 6 7 ' R3.67' R 1 0 ' R1 5 2 ' R15 ' R10' R 3 . 6 7 ' R1 1 2 ' R62' TYP TYP TYP F-F TY P TYP F- F F-F F-F T Y P DOG PARK SEE LA SHARED AMENITY AREA SEE LA SNOW STORAGE AREA B612 CURB & GUTTER (TYP) LIGHT DUTY BITUMINOUS PAVEMENT SECTION (TYP) 7 C-501 ACCESSIBLE PARKING SIGN (TYP) 14 C-501 SNOW STORAGE AREA ACCESSIBLE PARKING SIGN (TYP) 5 C-501 ACCESSIBLE CURB RAMP (TYP) PROOF OF PARKING STOP SIGN INFILTRATION BASIN EXISTING POND NURP PRE-TREATMENT IN F I L T R A T I O N B A S I N 30' PARKING SETBACK 40' BUILDING SETBACK 30 ' P A R K I N G S E T B A C K 30' BUILDING SETBAC K HEAVY DUTY BITUMINOUS PAVEMENT SECTION (TYP) 8 C-501 ACCESSIBLE CURB RAMP (TYP) 13 C-501 INTEGRAL CURB & WALK (TYP) INTEGRAL CURB & WALK (TYP) MODULAR BLOCK RETAINING WALL SNOW STORAGE AREAMONUMENT SIGNSTOP SIGN 11 C-501 SIDEWALK JOINT (TYP) 10 C-501 CONCRETE WALKWAY PAVEMENT SECTION (TYP) 9 C-501 CONCRETE PAVEMENT SECTION (TYP) PATIO OR DECK (TYP) SEE ARCH B612 CURB & GUTTER (TYP) B612 CURB & GUTTER (TYP) INTEGRAL CURB & WALK (TYP) LIGHT DUTY BITUMINOUS PAVEMENT SECTION (TYP) B612 CURB & GUTTER (TYP) B612 CURB & GUTTER (TYP) MODULAR BLOCK RETAINING WALL ACCESSIBLE CURB RAMP (TYP) 1 C-501 TRAFFIC SIGN (TYP) B612 CURB & GUTTER (TYP) 2 C-501 DRIVEWAY APRON (TYP) 3 C-501 12 C-501 CONCRETE PAVEMENT JOINT (TYP) 6' CROSSWALK 2' WIDE BARS SPACE 5' ON CENTER (TYP) GAS PIPELINE EASEMENT GAS PIPELINE EASEMENT SANITARY SEWER EASEMENT 10' DRAINAGE & UTILI T Y E A S E M E N T UNDERGROUND INFILTRATION NURP PRE-TREATMENT REPLACE BITUMINOUS TRAIL MATCH EXISTING PLAYGROUND SEE LA POOL/SPA BO T T O M HW L MONUMENT SIGN CAST IN PLACE RETAINING WALL BO T T O M HW L LIGHT DUTY BITUMINOUS PAVEMENT SECTION (TYP) LIGHT DUTY BITUMINOUS PAVEMENT SECTION (TYP) 16 C-501 STAIRS (TYP) MODULAR BLOCK RETAINING WALL ACCESSIBLE CURB RAMP (TYP) EMERGENCY EGRESS/ NON-ACCESSIBLE CONCRETE WALK 251.2' 24 6 . 2 ' 17 . 7 ' 6. 7 ' 8. 5 ' 13 . 5 ' 7' 12 ' 9. 4 ' 6. 6 ' 21' 21' 25'17'6'26.4'6' 4.5' 272.2' 24 5 . 1 ' 40 . 1 ' 112.1' 42 . 8 ' 25'17'6'19.1'10.9' 8' 8' 8' 8' 8' 24 ' 24' 17 ' 6. 6 7 ' 9. 3 ' 12 ' 7' 13 . 5 ' 8. 5 ' 6. 6 7 ' 16 . 1 ' 8' 79' 19 ' 24 ' 19 ' 19 ' 24 ' 19 ' 17 ' 24 ' 6' 11 . 8 ' 64 . 8 ' 9' 6' 24' 24' 19 ' 19 ' 24 ' 17 ' 24 ' 17 ' 24' 24 ' 6' 11'6'8.7' 3.3' 6' 6' 4. 7 3 ' 24 ' 9' 9' 8' 8' 8' 6' 24' 10 ' 9' 19' 19' 17' 24' 24' 17' 6.6 7 ' 27.9 ' 6.6 7 ' 6' 30 . 4 ' 6' 6' 6. 7 ' 3 0 ' 3 0 ' 24 ' 17 ' 20' 9. 5 ' 37.2 ' 6' 15'10 ' 18 ' 6' PATIO OR DECK (TYP) SEE ARCH PATIO OR DECK (TYP) SEE ARCH PATIO (TYP) SEE ARCH PATIO (TYP) SEE ARCH PATIO (TYP) SEE ARCH PATIO (TYP) SEE ARCH 6' 6' 40 . 7 ' 17. 7 ' 2.3' DRIVEWAY DROP (TYP) 4 C-501 CURB TRANSITION (TYP) 6 C-501 3' CURB TRANSITION FROM 6" TO 2" CURB 3' CURB TRANSITION FROM 6" TO 2" CURB ACCESSIBLE CURB RAMP (TYP) DRIVEWAY DROP (TYP) ACCESSIBLE CURB RAMP (TYP) CONCRETE APPROACH NOSE (TYP) 15 C-501 CONCRETE APPROACH NOSE (TYP) CONCRETE APPROACH NOSE (TYP) CONCRETE APPROACH NOSE (TYP) GAS PIPELINE EASEMENT 30 ' P A R K I N G S E T B A C K EMERGENCY EGRESS/ NON-ACCESSIBLE CONCRETE WALK PARKING BELOW DRIVEWAY DROP (TYP) EXISTING DRAINAGE EASEMENT SEE GRADING FOR EXISTING INFILTRATION BENCH DRAINAGE & UTILITY EASEMENT EASEMENT 30' P A R K I N G S E T B A C K 162. 1 ' 141' STAIRS (TYP) PROOF OF PARKING 9030 SCALE IN FEET Know what's below. Call before you dig. R 1 SITE PLAN 1" = 30' © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 2 90 1 N O R T H T H I R D S T R E E T / S U I T E 1 4 5 / M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS 00.00.0000 AK R O N A V E / R O S E M O U N T , M N 14 5 T H & A K R O N B U I L D I N G S A & B Date:Date:Reg No: 18914 Stephen M. Johnston 08/30/2022 I hereby certify that this plan, specification or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. 08/30/2022 22-0005 PRELIMINARY Author SMJ D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 LEGEND PERVIOUS AREA HEAVY DUTY ASPHALT PAVEMENT PROJECT SUMMARY CONCRETE PAVEMENT ZONED: R4- HIGH DENSITY RESIDENTIAL AREA SUMMARY SITE AREA 570,537 SF. (13.10 AC.) RIGHT-OF-WAY 28,851 SF. (0.66 AC.) NET AREA 541,686 SF. (12.44 AC.) LOT 1 303,665 SF. (6.97 AC.) LOT 2 238,021 SF. (5.46 AC.) EXISTING PROPOSED BUILDING 0 SF (0%)91,815 SF (17%) PAVEMENT 0 SF (0%)169,338 SF (31%) (WALK/ DRIVE/ PARKING) TOTAL IMPERVIOUS 326 SF (0%)261,153 SF (48%) PERVIOUS 541,712 SF (100%)280,533 SF (52%) PARKING SUMMARY PROVIDED 520 STALLS 610 STALLS (INCLUDING PROOF OF PARKING) OUTDOOR 6 - 8' X 17' ACCESSIBLE STALLS 122 - 9' X 17' STANDARD STALLS AT CURB 121 - 9' X 19' PARALLEL STALLS 20 - 8.5' X 21' STANDARD STALLS 90 - 8' X 18' PROOF OF PARKING (COMPACT) INDOOR BUILDING A: 105 STALLS BUILDING B: 146 STALLS 1.DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2.ON-SITE CURB TO BE B612 AND D412 CURB & GUTTER AS NOTED. 3.ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" AND CONTROL JOINTS AT A MAXIMUM OF 10'-0". 4.ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBILITY ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO STALL, WITH 'NO PARKING' MARKED NEAR THE DRIVE AISLE. REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592. SITE PLAN NOTES SITE PLAN C-101 POROUS PAVERS (SEE LAND ARCH PLAN) B -LEVEL 1 950'-0" B -LEVEL 2 961'-2 7/8" B -ROOF 992'-8 1/2" B -SUBLEVEL939'-0" B -LEVEL 3 971'-8 3/4" B -LEVEL 4982'-2 5/8" 20 21 22 23 24 25 26 27 28 29 30 B -LEVEL 1.1950'-9" B -AVERAGE GRADE 947'-10" TR A I L RO A D RO A D TR A I L PR O P E R T Y LI N E 94 3 943942 941 9 4 0 939 93 8 939 93993893793 6 935 93 4 933 932 931 930 929 928 927 926 940941 94 0 94 1 94 2 94 3 94 4 94 5 94 6 94 7 94 8 943943 942 941 940 939 938 937 936 935 934 933 932 931 930 939940941942 943 940941 942 943 94 8 94 9 949 948 947 946 945 944 945 94 4 94 3 94 2 94 1 940 946 947 948 94894 7 94 6 94 5 94 4 939 940 941 942 943 943 944 945 946 947 94 9 94 8 94 7 94 6 94 5 944 943 942 941 948 949 949 948 94 8 94 7 94 6 945 946 947 944 945 944 943 942 941 940 94 5 94 2 94 4 94 6 94 8 9 4 5 94 6 94 7 94 8 94 9 931 932 933 934 935 936 937 938 939 940 941 941 942 94 0 9 3 9 9 3 8 93 7 9 3 6 9 3 5 934 9 3 3 943 942942942 94 6 94 4 94 3 94 2 94 1 94 0 947 946 945 944 943 943 944 943 942 944 94 3 94 2 94 1 94 0 940941942943944945946947948949950951952953954955 94 5 94 7 9 4 6 9 4 5 94 4 NO PARKINGNO PARKING NO PARKING 1,53M60"0,92M36" 60' - 0 " U T I L I T Y E A S E M E N T 4 0 ' - 0 " U T I L I T Y E A S E M E N T 30 ' - 0 " FR O N T YA R D SE T B A C K 30'-0" FRONT YARD SETBACK 4 0 ' - 0 " U T I L I T Y E A S E M E N T 60' - 0 " UT I L I T Y E A S E M E N T 60' - 0 " U T I L I T Y E A S E M E N T 40'-0" SETBACK ON A COLLECTOR STREET 40'-0" SETBACK ON A COLLECTOR STREET 30'-0 " F R O N T YAR D S E T B A C K © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 2 90 1 N O R T H T H I R D S T R E E T / S U I T E 1 4 5 / M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION 6/ 1 5 / 2 0 2 2 1 : 1 8 : 5 6 P M C: \ ! R e v i t P r o j e c t F i l e s \ 2 2 - 0 0 0 5 A 2 2 C e n t r a l _ M S k i l l i n g @ u r b a n - w o r k s . c o m . r v t AK R O N A V E / R O S E M O U N T , M N 08/15/2022 22-0005 SITE PLAN SR R o s e m o u n t 310 South 4th Avenue, Suite 7050 Minneapolis, MN 55415 p: 612.332.7522 NORTH 0 SCALE:1"=40' 40'80'120' SITE PLAN L110 ADDIS O N A V E ADDISON WAY CONNEMARA TRAIL W LOWER 143RD S T E UPPER 142ND S T E 142ND ST E 143RD ST E AB B E Y F I E L D A V E AR K O N A V E AD A L Y N A V E BUILDING B AFFORDABLE HOUSING BUILDING A MARKET RATE HOUSING SITE SECTION ACROSS AKRON AVE SITEROSEMOUNT, MN / 10.20.2022 / 22-0005 / 22-0006 145th & Akron Buildings A & B 1 94 3 943942 941 9 4 0 939 93 8 939 93993893793 6 935 93 4 933 932 931 930 929 928 927 926 940941 94 0 94 1 94 2 94 3 94 4 94 5 94 6 94 7 94 8 943943 942 941 940 939 938 937 936 935 934 933 932 931 930 939940941942 943 940941 942 943 94 8 94 9 949 948 947 946 945 944 945 94 4 94 3 94 2 94 1 940 946 947 948 94894 7 94 6 94 5 94 4 939940 941 942 943 943 944 945 946 947 94 9 94 8 94 7 94 6 94 5 944 943 942 941 948 949 949 948 94 8 94 7 94 6 945 946 947 944 945 944 943 942 941 94094 5 94 2 94 4 94 6 94 8 9 4 5 94 6 94 7 94 8 94 9 931932933934935936937938939940941 941 942 9 4 0 9 3 9 93 8 9 3 7 9 3 6 9 3 5 934 9 3 3 943 942942942 94 6 9 4 4 94 3 94 2 94 1 94 0 947 946 945 944 943 943 944 943 942 944 94 3 94 2 94 1 94 0 940941942943944945946947948949950951952953954955 94 5 94 7 94 6 9 4 5 9 4 4 NO PARKINGNO PARKING NO PARKING 1,53M60"0,92M36" 60' - 0 " UT I L I T Y E A S E M E N T 4 0 ' - 0 " U T I L I T Y E A S E M E N T 30 ' - 0 " FR O N T YA R D SE T B A C K 30'-0" FRONT YARD SETBACK 4 0 ' - 0 " U T I L I T Y E A S E M E N T 60' - 0 " U T I L I T Y E A S E M E N T 60'-0"UTILITYEASEMENT 40'-0" SETBACK ON A COLLECTOR STREET 40'-0" SETBACK ON ACOLLECTOR STREET 30'-0 " F R O N T YAR D S E T B A C K © U R B A N W O R K S A R C H I T E C T U R E L L C , 2 0 2 2 90 1 N O R T H T H I R D S T R E E T / S U I T E 1 4 5 / M I N N E A P O L I S , M N 5 5 4 0 1 CONSULTANT PRELIMINARY REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION 6/ 1 5 / 2 0 2 2 1 : 1 8 : 5 6 P M C: \ ! R e v i t P r o j e c t F i l e s \ 2 2 - 0 0 0 5 A 2 2 C e n t r a l _ M S k i l l i n g @ u r b a n - w o r k s . c o m . r v t AK R O N A V E / R O S E M O U N T , M N 08/15/2022 22-0005 SITE PLAN SR R o s e m o u n t 310 South 4th Avenue, Suite 7050 Minneapolis, MN 55415 p: 612.332.7522 NORTH 0 SCALE:1"=40' 40'80'120' SITE PLAN L110 ADDISON AVEADDISON WAY CONNEMARA TRAIL W LOWER 143RD S T E UPPER 142ND S T E 142ND ST E 143RD ST E AB B E Y F I E L D A V E AR K O N A V E AD A L Y N A V E BUILDING B AFFORDABLE HOUSING BUILDING A MARKET RATE HOUSING A -LEVEL 1950'-0" A -LEVEL 2 961'-5 7/8" A -ROOF 992'-11 1/2" A -SUBLEVEL 939'-0" A -LEVEL 4971'-11 3/4" 6 7 8 9 A -AVERAGE GRADE 948'-0" A -LEVEL 5 982'-5 5/8" TR A I L RO A D WA L K PR O P E R T Y LI N E SITE SECTION ACROSS ADALYN AVE SITEROSEMOUNT, MN / 10.20.2022 / 22-0005 / 22-0006 145th & Akron Buildings A & B 2 K:\021280-000\Traffic\Traffic Study Review\Review of 145th & Akron Traffic Analysis Memo.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Traffic Review Memorandum To: Timothy Hanson, City of Rosemount From: Erik Seiberlich & Mallori Fitzpatrick Date: October 18, 2022 Re: Review of Traffic Analysis Memo – 145th & Akron Buildings A & B WSB Project No. 021280-000 The following is a summary of comments from our review of the submitted Traffic Study for the proposed 145th & Akron Buildings A & B residential development in Rosemount, MN dated August 30, 2022: 1. Generally a traffic study for a development generating such a high volume of daily trips in a rapidly developing area would provide forecasting and analysis for both the build year and a horizon year (10 or 20 years after completion of the development). 2. Page 1, Table 1 – Change CSAH 42 to Principal Arterial. What do the single and double asterisks refer to? 3. Page 2, Future Conditions – Should cite the 2040 Comprehensive Plan. 4. Page 2, Table 2 – Table 2 shows 121 total trips generated during the a.m. peak hour, but the ITE Trip Generation 11th Edition shows 124 trips during the AM (28 entering and 96 exiting). 5. Page 3, Traffic Operations – Text refers to chart on the following page – the chart is on the same page. 6. Page 3, Reference to Figure 7 (on Page 13) – AM volumes at Connemara intersection are incorrect (they don’t equal No-Build + Development). 7. Page 4, Analysis Results – There is reference to Table 5 (assume it is meant to say Table 3). 8. Page 9, Figure 3 – Review indicated only 100’ of left turn lane for WB Connemara at Akron, and >400’ 0f left turn lane for SB Akron at 145th Street. Both appear to be adequate for queues based on Table 3, but given the discrepancy in volumes for WB Connemara, the analysis results may change. 9. Page 12, Figure 6 – It seems that some non-zero percentage of the trips destined to the west or northwest would use 145th Street to access major north/south arteries, compared to Connemara. 145th Street is the Principal Arterial and has its own Commercial and Recreational origins and destinations as well. October 18, 2022 Page 2 K:\021280-000\Traffic\Traffic Study Review\Review of 145th & Akron Traffic Analysis Memo.docx The primary questions that may affect the study findings are: A. Is it necessary to analyze a longer-term horizon year? B. Are the volumes used in the analysis appropriate (based on Trip Generation, distribution percentages and the Build volumes shown in Figure 7? The following is recommended for resubmittal of the study: • Revision of errors based on the comments provided. • Additional review of traffic forecasting should be completed to ensure that the correct data was used for analysis. • Provide analysis outputs as an appendix of the report for review. M E M O R A N D U M To: Planning Commission Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: October 19, 2022 Subject: Park Development in the area of Akron Avenue and Connemara Trail The Parks and Recreation Department was recently asked to provide input on the parks and recreation opportunities in the area of Akron Avenue and Connemara Trail where new apartment complex projects are being discussed. The City’s Parks, Trail and Open Space Plan includes a framework that are based on national standards and with a strong influence of local needs and conditions. As such, this framework should be used as a guide and should be adjusted based on community needs, trends, etc. It is assumed that residents, land developers, city staff, commissions and officials will use the masterplan and knowledge of local conditions as they face decisions about parks, trails or open space. The City’s framework calls for typical neighborhood park to have a service area radius of an average of a ½ mile. The Shafer Richardson project is in close proximity to two existing City parks, a future City park and a future school site. The listings below show how close the proposed Shafer Richardson project site is to these areas. Please also see the attached map. Ailesbury Park .32 miles Greystone Park .54 miles Future School .63 miles Future Talamore Park .72 miles The Roers project is also in close proximity to two existing City parks, a future City park and a future school site. The listings below show how close the proposed Roers project site is located to these areas. Please also see the attached map. Ailesbury Park .14 miles Greystone Park .74 miles Future School .68 miles Future Talamore Park .73 miles Please let me know if you have any questions about this memo. Area Map M E M O R A N D U M To: Adam Kienberger Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: October 21, 2022 Subject: Schaefer Richardson Development The Parks and Recreation Department recently reviewed the development plans for the Schaefer Richardson apartment complex project. After reviewing the plans, the Parks and Recreation Department staff has the following comments: PARKS DEDICATION The parks dedication requirement for 305 high density residential units is .02 acres of land per unit or $2,500 per unit. The City’s Parks Master Plan does not call for a park in this area, so staff is recommending the City collect cash in-lieu of land to meet the parks dedication requirements for the 336 units. The cash dedication for 305 units would be $762,500 (305 units x $2,500 per unit). Staff is recommending that City not provide any parks dedication credit for any amenities being proposed on their site. The Parks and Recreation Commission will be reviewing this item at the regular meeting on Monday, October 24. Please let me know if you have any questions about this memo. THE HIGHLANDS OF FALMOOR GLEN CONCERNS REGARDING THE SCHAFER RICHARDSON PROPOSAL WITH THE CITY OF ROSEMOUNT Things that we are worried about as our community sees rapid high-density growth: Crime Safety Schools Traffic Police Fire Paramedics Hospitals Property values Availability of parks and recreational facilities Other city services Things that we are concerned about regarding the 12 + acre parcel of land slated for development by Schafer Richardson to the west of The Highlands of Falmoor Glen: 1. We are extremely concerned about the two Schafer Richardson apartment buildings that are proposed to be built in a community of owned family townhomes and single-family homes all around us. The residents of our community did not expect this property to remain undeveloped, but we certainly did not expect apartments to be placed there. Whether true or not, there is a stigma associated with apartments and thus we believe our property values would lessen dramatically. Also, apartments in general are constructed in a way that makes them negatively stand out in an area like ours i.e., height of buildings, size of buildings, materials used, design, etc. The sheer size and shape of these buildings, especially the building going along Adalyn Ave., will block out any view and privacy that the people living in our area along Adalyn would have. This is especially true in the end units abutting Adalyn. These folks paid extra for patios that they could use and enjoy but now would feel like they were part of a science experiment. 2. We do not believe the Schafer Richardson proposed parking of 1.53 vehicles per apartment unit is adequate given the fact that there is no public transportation in and out of the area. We would ask why the City of Rosemount would deviate so much from their own requirement of 2 parking spots per unit on this project given the fact that there is no public transportation available. Also, the potential developer had stated that there was space available if more parking were to be needed, however, this is not a viable option since this cannot be done overnight and there just is not anywhere for people to park if they are wrong. In visiting a couple of Schafer Richardson existing buildings, I believe they were wrong. The developer said that there would be a lot of single car units, however, their plan only calls for twenty-six studios of the 336 units and some of these studios may also contain two residents with two drivers. There are also many 2- and 3-bedroom units that can house more than two drivers. We also believe that since there is no public transportation available, and these would be working class double income households for the most part, that the city’s requirement for 2 parking spaces per unit is not out of line given there will also be visitors, service vehicles, etc. parking on the premises. We are concerned that the Committee is looking towards the developer for guidance when there does not seem to be enough parking at the developer’s Timber and Tie location in Minneapolis. The street on both sides of Timber and Tie is filled with cars. There were also parking comments from Timber and Tie residents posted on social media regarding the parking issues and the traffic. Some of the residents stated that parking was so bad they would have to move. 3. We are extremely concerned that a low-income property is being introduced into our neighborhood and we are genuinely concerned regarding potential crime and also the upkeep of the building. In driving past the newly built Timber and Tie apartments, they certainly do not look like new units anymore and the grand opening was just this past September, 2022. The builder’s plan also calls for the low-income building construction to be different from the market-rate building. The market-rate building will have decks on all units and the low- income building will have decks only on the end units. It also seems like the materials used will be different on the two buildings. 4. We do not believe that Adalyn Ave. can manage the increased volume of traffic that would come from this project. There are 97 homes in The Highlands of Falmoor Glen whose sole entrance and exit is Adalyn Ave. If you add 336 apartment units with 2 cars per household, and some will most likely have 3 vehicles, this makes 866 vehicles that must make multiple trips on Adalyn Ave. If you add in visitors, school buses, service workers, etc. this number would easily exceed 1,000 vehicles making at least two or more trips onto Adalyn Ave. daily. Adalyn is not a wide street so parking on Adalyn would have to be banned since with a parked car, two vehicles would not easily pass on this road, not to mention a fire truck. There are also numerous school buses that stop on this road to pick up and drop off children. 5. Given the number of residents and the lack of greenspace, we are concerned that the open areas that we have in our community will be used by the residents of this proposed property. Additionally, where are the parks and play areas going to come from for our general area? 6. There are a lot of children living in The Highlands of Falmoor Glen. Where will these children cross Adalyn Ave. since there is no signage, no crosswalks, no stop sign or signal. If over 2,000 trips daily are introduced to Adalyn Ave., this will cause an extremely dangerous situation for the residents and their children. 7. At the initial Schafer Richardson meeting the gentleman that was running the meeting had said that the build project was to take up to 4 years. He said that they would build the first building (the market- rate building) and then the low-income building after they completed the market- rate building and secured financing. To have a four-year project with all of the mess and disruption is unacceptable. 8. At the first meeting with Schafer Richardson we were told that the residents of the building with the pool would only be allowed use of the pool and not the playground at the other building. Additionally, the residents of the building with the playground could only use the playground and not the pool. This sounds like a recipe for disaster. How would this work? The lack of green space in this project for the residents will be an issue given the lack of walkable parks in the area and the potentially dangerous crossing of children on Akron Ave. since the closest park is Ailesbury Park and Akron has no crosswalks or signal lights. 9. God forbid what would happen if a pipeline erupted or a train less than ½ mile away with hazardous contents derailed and close to 1,000 vehicles had to evacuate immediately out of a single 1,000 foot road. 10. We are very concerned with the potential light pollution caused by the large number of exterior, interior, parking lot, traffic, and various lights associated with this project and the number of residents in such a small area. The residents of The Highlands of Falmoor Glen are asking the City of Rosemount’s Planning Commission to please listen to our current residents and reject this proposal for the reasons stated above. We certainly did not think that the property next to us would remain an open field, however, we could never have imagined that a project like this would be slated or the vast majority of the residents of The Highlands of Falmoor Glen would not have purchased a home here. We believe that you are trying to force a square peg into a round hole to our detriment. What is the rush here? Why does a decision need to happen right now? Why can’t other proposals be looked at? There must be an alternate plan that would satisfy both residents and the City of Rosemount. Our fate is in your hands, we can only pray that you do the right thing for your current residents and taxpayers. Residents of The Highlands of Falmoor Glen Contact: Tom Fowler Cell: 317-512-6102 E-mail: Tfowler291@att.net Timber and Tie Reviews MICHAEL BELLOTTI on Google Review revisited. Sorry to say this building has not been good for it's surroundings. By no means was 14th St. a clean street before this building went up. Now it literally is a trashcan. I've been walking this street several times a day for the last seven years. I have never seen it this bad. Additionally, the placement of the front door of the building has created a serious pedestrian and traffic hazard. It seems as though it is now become a roundabout for U-turns with no roundabout. Residence continually park past the opposing corners of 14th and VanBuren making it almost impossible to see up the street when turning onto 14th from VanBuren . Toss in somebody being double parked at the front door with their hazards on during high traffic times and it becomes almost impossible to navigate through there safely. Maybe the city should put up one of those pylon barriers through the center of the street preventing people from doing U-turns right there. It's only a matter of time before there's going to be an accident with a pedestrian. a Q Timber & Tie Urban Apartments, 900 14th Ave NE, Minneapolis Cleo Nicholson Local Guide • 53 reviews • 1 photo a month ago I wanted to live here to get away from 3rd Hand Smoke from my previous apartment building. I have to deal with 3rd Hand Smoking, litter, often have to deal with horrid interior hygiene problems, theft, fighting (verbal and physical), poor exterior hygiene (smell, trash and pet waste), loud music from other tenants indoors and outdoors, children running around making a mess of the building and the parking for this building is a joke. I do not recommend this place to anyone again. I did once and I regret telling them about his place. 61 < e Q Timber & Tie Urban Apartments, 900 14th Ave NE, Minneapolis: Charmaine Gordon 1 review 3 months ago The building is nice but it is very expensive and the rent is going up, it is next to a train that is so loud you cant sleep, my out of town guest was scared to death when they visited, the train also shakes my whole apartment, management is nice but I would not recommend this, you have to pay for parking on top of rent and the neighborhood is very busy my car was hit and totaled in front of the building.