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8.a. Request by Scannell Properties #527, LLC
EXECUTIVE SUMMARY City Council Regular Meeting: October 19, 2021 AGENDA ITEM: Request by Scannell Properties #527, LLC, for approval of preliminary and final plats and rezoning of a portion of the site from AG-Agriculture to GI-General Industrial to construct a warehouse and distribution facility on the northern portion of the existing Rich Valley Golf Course property AGENDA SECTION: Unfinished Business PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 8.a. ATTACHMENTS: Resolution; Ordinance; Excerpt from the September 28, 2021, Planning Commission Meeting Minutes; Site Location; Concept Plan; Plat; Rezoning Exhibit; Existing Conditions Survey; Overall Site Plan; Overall Grading Plan; Overall Utility Plan; Landscape Plan; Building Elevations and Floor Plan; Site Lighting Plan and Photometric Study; Engineer’s Memo Dated September 22, 2021; Parks and Recreation Director’s Memo Dated September 22, 2021; Fire Marshall’s Memo Dated September 22, 2021. APPROVED BY: LJM RECOMMENDED ACTION: To approve the request, Council must take the following actions: 1. Motion to adopt a resolution approving the preliminary and final plats for Rich Valley First Addition, subject to conditions. 2. Motion to approve an ordinance amending the zoning map zoning map to rezone the site from AG-Agriculture to GI-General Industrial. SUMMARY The Rosemount City Council is being asked to consider a request by Scannell Properties #527, LLC for a rezoning and approval of a preliminary and final plat to facilitate the construction of a warehouse and distribution center on the northern 86 acres of the existing Rich Valley Golf Course and create two outlots that will be platted into buildable lots in the future with subsequent phases of redevelopment of the golf course. In addition to the subdivision, the applicant is requesting approval of a zoning map amendment to rezone the northern portion of the site containing the warehouse and distribution center to GI-General Industrial. 2 The Planning Commission reviewed the request as well as the site plan at its meeting on September 28 and found that the site plan meets the requirements of the light industrial zoning district. The proposed plat contains lots that meet the dimensional standards of both the proposed zoning district as well as the anticipated zoning that will be requested for the southern parcels, the rezoning of which will occur with subsequent phases of development following approval of an amendment to the City’s comprehensive plan by the Met Council. The proposed zoning of the northern portion of the site is consistent with the land use designation shown on the Future Land Use map in the City Comprehensive plan. The Planning Commission and staff are recommending approval of the plats and rezoning, subject to the conditions contained in the attached resolution. Applicant: Scannell Properties #527, LLC Property Owners: Rahn Family Limited Partnership Location: 3855 145th Street East Site Area in Acres: 160.27 Acres Comp Plan Des.: LI-Light Industrial Current Zoning: AG-Agricultural Proposed Zoning: GI-General Industrial (northern 86 acres) PLANNING COMMISSION ACTION The Planning Commission held a public hearing during its meeting on September 28 at which time it reviewed the site plan for the proposed facility as well as the requests for rezoning and plat approval. The Commission expressed concerns related to traffic generated by the site, but also indicated their excitement for this opportunity. The Commission asked questions related to timing of improvements to the 42/52 interchange. City Engineer Brian Erickson discussed conversations had with the County and some potential near-term improvements such as signalization of the ramp intersections. Commissioner Reed asked if it would be appropriate to zone the site LI-Light Industrial and approve a variance for the building height. Staff indicated that the uses allowed in the GI district but not in the LI district are not many, and that the findings to approve a variance for a 5’ deviation from the building height standard could also be used for a 70’ tall building. The variance process should be avoided whenever possible. The applicant described 400-600 jobs being created with this project and that the employees would be sourced from a broad range. Other than the applicant, no other public comments were received during the hearing. Staff also described the process for meeting conditions of approval included in the recommended action if the applicant isn’t able to provide a site lighting plan or an updated plat and landscaping plan. Since the meeting the applicant has met several the conditions listed in the Planning Commission’s recommendation. The Commission voted unanimously to recommend approval of the requests. BACKGROUND The subject property has been the site of the Rich Valley Golf Course since 1988 and is located in the AG- Agricultural zoning district. Scannell Properties has entered into an agreement to purchase the land currently owned by the Rahn Family with the intent of developing it into a business park that would include a large regional distribution center, and series of smaller build-to-suit or spec buildings with a potential wide range of light manufacturing, warehousing, processing, assembly, and other light industrial/business park uses on the property. Based on the proposed size of the distribution center, the development would meet the criteria for a mandatory Environmental Assessment Worksheet (EAW). Given the size and scope of planned future development on the site, the developer has chosen to instead study the entire site through the AUAR process rather than completing multiple EAW’s (or an EIS) over the project area. The AUAR was adopted by the City Council at its meeting on September 21. In addition to adopting the AUAR for the site, the City Council also approved a Comprehensive Plan 3 Amendment that, following approval by the Met Council, will change the designation of the southern parcels shown on the proposed plat to BP-Business Park. The northern portion of the site is currently designated for Light Industrial uses. The proposed Zoning Map amendment and the proposed distribution center are consistent with that land use designation. The proposed development marks the first major development east of Highway 52, and the distribution center will be a new use that is different from the current non-agricultural uses in the vicinity which consist of motor freight terminals to the west of the site. ISSUE Plat The site is currently comprised of three parcels on the north side of County Road 42 and east of Conley Avenue encompassing all of the Rich Valley Golf Course. The proposed plat would redraw the parcel boundaries within the site into three lots, only one of which will be considered buildable as the others will be platted as outlots until future development occurs in that portion of the site. Right of way is dedicated for a road running north-south along the eastern site boundary. There are existing drainage and utility easements on the site over the stormwater management areas. These will need to be vacated, and an application has been submitted for that request. The vacation of the easements will be reviewed by the Council at its meeting on November 2. Changes to the plat since the Planning Commission reviewed it at its meeting include the dedication of drainage and utility easements over the ponding areas and the shifting of the right of way easement eastward so half of the necessary right of way lies on the adjacent property. The one buildable parcel meets all the dimensional requirements for the GI-General Industrial zoning district. Because of their status as outlots, the other parcels created by the plat are not required to meet those standards. When subsequent additions of the Rich Valley plat are reviewed to remove the outlot status from those parcels, they will be reviewed for compliance with the zoning code at that time. Rezoning The Council approved a change to the land use designation of the southern portion of the site from RC- Regional Commercial to BP-Business Park at its meeting on October 5, 2021. The amendment is also being reviewed by adjacent and affected jurisdictions as required by the Met Council. Following the 60- day review period the amendment to the Comprehensive Plan will be submitted to the Met Council for final approval. The rezoning request currently before the Council is limited to the northern portion of the site contained by Lot 1 Block 1 on the proposed plat. This area is currently guided for Light Industrial uses. This land use designation allows for land located adjacent to the GI-General Industrial zoning district to also be zoned GI. The applicant is proposing a maximum building height of fifty feet, which exceeds the maximum in the LI-Light Industrial zoning district by ten feet. Therefore, staff is recommending the subject area be rezoned to GI-General Industrial. Other than the maximum building height, the site meets all other dimensional and site standards of the LI-Light Industrial and GI-General Industrial zoning districts. An exhibit showing the proposed rezoning of the site from AG-Agriculture to GI-General Industrial is included in the attachments. Site La yout The principal structure on the site will be the distribution center which will contain some warehousing and office space within the 548,000 square foot building. The rectangular building will be oriented in an east- west manner with employee parking to the east of the building. Trailer parking will be located on the south, west, and north sides of the building with various loading docks placed regularly around the perimeter of the building. Stormwater ponding will be located primarily in the southeast corner of the site 4 with additional infrastructure along the southern and northern parcel boundaries. The site plan shows a truck maintenance building in the southwest corner of the trailer parking area. A fence is proposed around the trailer parking area that wraps around the building. Access to the employee parking area will be made via a connection road between County Road 42 and 140th Street that runs along the eastern site boundary, with an additional driveway providing truck access to 140th Street near the northwest corner of the site. The site greatly exceeds the minimum setback requirements within the zoning ordinance for the GI zoning district. The minimum setbacks relative to the proposed setbacks are shown in the table below. The setback requirements for accessory buildings are the same as for principal structures, therefore the proposed side setback within the table below refers to that of the maintenance building. Setback Structures Parking Required Proposed Required Proposed Front 75 feet 780 feet 40 feet 84 feet Side 50 feet 178 feet 25 feet 85 feet Rear 50 feet 241 feet 50 feet 69 feet Exterior Materials and Massing The principal building will be constructed of concrete tilt-up panels and feature three shades of gray in horizontal bands of varying widths and regularly placed vertical panels in one of the gray tones. A horizontal strip painted the proprietary purple of the end user is separated from the roofline by a gray band. The main entrance to the building is located at the northeast corner. This portion of the exterior features extensive glazing and awnings in the end user’s proprietary orange color. The maximum height of the building is approximately fifty feet at the recessed loading docks and forty-six feet tall from grade. The maximum building height in the GI zoning district is seventy-five feet. Plans for the proposed maintenance building have not been provided, and a condition of approval is that plans for that structure meet all requirements of the zoning ordinance as it relates to building materials and massing. Generally, accessory structures under a certain size are not required to go through the formal site plan review process unless they are part of a planned unit development and contain deviations from the zoning ordinance. The proposed maintenance building is below the threshold that would require a formal site plan review and conformance of the building to the code can be determined during the building permit process. Landscaping and Tree Preservation The landscaping plan provided by the applicant shows extensive plantings along the southern and western site boundaries as well as around the stormwater infrastructure. Trees and foundation plantings are also shown on the islands within the employee parking lot. The table on the next page shows the number plantings related to those required by the zoning ordinance. The plan contains a shortfall of 504 trees from what is required by the landscape ordinance. This total has changed since the Planning Commission meeting. The Commission recommended the applicant revise the landscape plan to include more trees to bring the plan more into conformance with the landscape ordinance. An additional 89 trees and 163 replacement caliper inches have been included in the plan. The applicant also conducted a tree survey and inventory in accordance with the tree preservation ordinance. The second table on the next page shows the calculation of the numbers of trees removed and replaced related to the requirements of the code. The developer’s inventory covers the entire site, and their replacement calculation is based on the percentage of the site Lot 1 makes up. Future phases of the development will need to include replacement trees in proportion to their share of the overall site. The 5 applicant’s plan shows a shortfall of 2688.5 caliper inches or 1,075 trees. In the past, a fee-in-lieu of replacement at a rate of $300 per tree has been allowed. That would total approximately $300,000. The issue is that so much of the site is comprised of the building, the parking area, and the stormwater infiltration basins that there is not enough land to fit the number of trees required, particularly as there are so many significant and heritage trees on the site due to its historic use as a golf course. Staff is recommending a condition of approval that the applicant update the landscape plan to include more trees, and to plan on planting trees in excess of what is required on subsequent phases. If at that time a shortfall remains, a fee-in-lieu will be required with the final phase of development. Staff is also willing to entertain other solutions such as the applicant reaching an agreement with another property owner to plant trees offsite. Landscape Requirements Requirement Calculation Required Provided 8 trees or 1 per 3,000 square feet of land area. 4,046,766/3,000 = 1355 trees 851 trees Shortfall of 504 trees 1 foundation plantings per 10 linear feet of building perimeter. 3,788 feet/10 feet = 379 plants 578 plants 5% of parking lot shall be landscaped 371,389 sf x 5% = 18,569 sf 21,069 sf landscaped area 1 parking lot island or peninsula per 6,000 sf or parking area 371,389 sf/6,000 sf = 62 peninsula or island 64 peninsula or island 1 tree per 250 sf of required landscaped parking lot area 18,569 sf/250 sf = 75 trees 128 trees Calculation Required Provided Heritage trees removed must be replaced at a ratio of 1:1 caliper inch. 2,449 Heritage trees removed Lot 1=58.13% of the site, 1,424 caliper inches 1,424 caliper inches 25% of significant trees can be removed before replacement is required at .05/1-inch ratio. 15,977 inches removed 15,977-25%=11,982 inches replaced at .5:1=5,991 total inches x 58.13% (Lot 1) = 3,482 replacement inches 794.5 inches proposed Shortfall of 2688.5 caliper inches Access and Parking The proposed development includes public improvements to 140th Street East and the construction of a connection road between 140th Street East and County Road 42. It is from this connection road that access to the employee parking lot and one access to the trailer parking area will be provided. An additional access point is shown from 140th Street East near the northwest corner of the site. Truck traffic is anticipated to travel from the 140th Street access to Conley Avenue to the intersection with County Road 42. Eventually that intersection will be removed as the interchange is expanded and truck and vehicular traffic will use the new connection road as the access to County Road 42. The plans show almost double the amount of parking required for employees at 978 spaces compared to the 430 that are required by the zoning ordinance. A reduction in the number of stalls might be an opportunity to provide additional trees to make up for the shortfall described above. The plan contains parking for 607 trailers and vans. Required Proposed 430 Spaces @ 1/200sf (office) and 1/2,000sf (warehouse) 978 Spaces 6 The connection road that will extend between 140th Street East and County Road 42 is shown as a minor collector on the City’s transportation plan, which means it is 40’ with an 80’ right of way. No plans for pedestrian facilities are shown, but the street must be graded to allow for pedestrian facilities in the future. Site Lighting The applicant has provided a plan that shows the site lighting will be provided by a combination of pole- and wall-mounted lights that conform to the requirements of the zoning ordinance. A photometric study was also included Utilities Water is currently located within County Road 42 along the southern boundary of the site while a sewer stub is located near the southwestern corner. The plans show utilities being brought up the new connection road and extending into the site from the east. CONCLUSION AND RECOMMENDATION This project is the first major project east of Highway 52 and will likely spur future development and transportation infrastructure improvements in the vicinity. The issue of the shortfall of trees, although reduced since the Planning Commission meeting, still needs to be addressed as development proceeds. There is no denying that there are unique circumstances in that the site has been used as a golf course which has complicated the tree preservation requirements and may justify a variance once the true extent of the shortfall in required plantings is known near the end of the final site build out. The Planning Commission and staff are recommending approval of the requests, subject to the conditions listed within the attached resolution. CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2021- 86 A RESOLUTION APPROVING THE RICH VALLEY PRELIMINARY PLAT AND RICH VALLEY FIRST ADDITION FINAL PLATS WHEREAS, Scannell Properties #527, LLC (Applicant) has submitted applications to the City of Rosemount for Preliminary and Final Plats concerning property legally described as follows: The West Half of the Northeast Quarter and the East Half of the Northwest Quarter of Section 30, Township 115, Range 18, according to the United States Government Survey thereof and situate in Dakota County, Minnesota. WHEREAS, on September 28th, 2021, the Planning Commission of the City of Rosemount reviewed the Preliminary Plat for Rich Valley and the Final Plat for Rich Valley First Addition; and WHEREAS, on September 28th, 2021, the Planning Commission recommended approval of the Preliminary Plat for Rich Valley and the Final Plat for Rich Valley First Addition, subject to conditions; and WHEREAS, on October 15th, 2021, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations and the Preliminary Plat for Rich Valley and the Final Plat for Rich Valley First Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Preliminary Plat for Rich Valley and the Final Plat for Rich Valley First Addition, subject to the following conditions: a.Execution of a subdivision agreement. b.Payment of $431,350 as fee-in-lieu of park land dedication. c.Dedication of half right-of-way by the adjacent property owner for the north-south road along the eastern site boundary. d.Vacation of the existing drainage and utility easements. e.Conformance with the requirements of the City Engineer contained in the Engineer’s Memo dated September 22, 2021. ADOPTED this 19th day of October 2021, by the City Council of the City of Rosemount. __________________________________________ William H. Droste, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk City of Rosemount Ordinance No. B-295 AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE RICH VALLEY FIRST ADDITION THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from AG-Agriculture to GI-General Industrial within the City of Rosemount legally described as follows: The Northern one thousand four hundred sixty-seven feet of the West Half of the Northeast Quarter and the Northern one thousand four hundred sixty-seven feet of the East Half of the Northwest Quarter of Section 30, Township 115, Range 18, according to the United States Government Survey thereof and situate in Dakota County, Minnesota. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 19th day of October 2021. CITY OF ROSEMOUNT William H. Droste, Mayor ATTEST: Erin Fasbender, City Clerk EXCERPT FROM THE SEPTEMBER 28, 2021 PLANNING COMMISSION MEETING MINUTES 5.c. Request by Scannell Properties #527, LLC, for a Preliminary and Final Plats, a Site Plan Review, and Rezoning of a portion of the site from AG-Agriculture to GI-General Industrial to construct a 548,000 square foot warehouse and distribution facility on the northern portion of the existing Rich Valley Golf Course property. (21-48-FP, 21-49-PP, 21- 50-RZ, 21-51-SP). Senior Planner Nemcek gave a presentation and summary of the staff report for the Planning Commission. Chair Kenninger questioned what the conversation with Dakota County and the State of Minnesota on traffic in this area and the anticipated traffic levels and plans for upgrades to the 42/52 interchange. Additionally, Chair Kenninger asked about the potential to for the applicant to provide updated plans prior to the Council meeting. Staff indicated that they believed the applicant would be able to submit updated landscape plans prior to the Council acting. City Engineer Brian Erickson discussed recent improvements and planned improvements for the interchange prior to a full reconstruction of the interchange. These include adding signals at the intersections where the ramps meet County Road 42. Commissioner Kenninger expressed concern about the amount of truck traffic that will be generated. Commissioner Reed asked about the reasoning behind rezoning the site to General Industrial to accommodate a building height of fifty feet vs. Light Industrial with a variance from the maximum height standard. Senior Planner Nemcek described that the findings to approve a variance for a fifty-foot building could also be made for a seventy-foot building, and that it is good practice to avoid using the variance project. The site is planned out for the specific end use of distribution that other uses permitted in the GI district that aren’t permitted in the LI district would likely not work with the site. Commissioner Reed also asked about the shifting of the north/south road along the eastern boundary and if there would be an opportunity to add more trees to the landscape plan. Senior Planner Nemcek described the site limitations that are leading to difficulties fitting the required trees on the site and that wherever more can be fit they will be. Chair Kenninger asked about what happens if a condition isn’t met by the time Council takes action on an item. Senior Planner Nemcek stated that if a condition isn’t met by the time the Council acts it would be added to the resolution of approval. Staff reviews resolution during the building permit process to ensure compliance with the conditions of approval. The public hearing opened at 7:10 pm. Public Comments: Chair Kenninger asked the applicant about the number of employees could be expected with this project. Scott Moe of Scannell Properties, stated that it is realistic to expect 400-600 employees with up to 300 per shift. Employees would be expected to come from a broad range. The applicant stated that the exact square footage of the building hasn’t been determined as the end user will drive the final footprint, and that final approval by the end user will be made in December. He also described future development on the southern portion of the overall development area so the Commission would know what to expect as those phases come forward. MOTION by Kenninger to close the public hearing. Second by Schmisek. Ayes: 7. Nays: 0. Motion Passes. The public hearing closed at 7:17 pm. Additional Comments: Commissioner Reed stated that his concerns were addressed and that he was excited to have more job opportunities in the City. Commissioner Schmisek expressed appreciation for the additional employees in the City and the opportunity to bring them into the downtown and residential areas. Chair Kenninger indicated that she was excited for the project and the opportunities it will bring for additional jobs and development on the eastern portion of the site. Chair Kenninger asked about the specific square footage included in staff’s recommendation. Staff acknowledged that the square footage of the building doesn’t need to be included in the condition and will be reviewed by staff during the final site and building review in the building permit process. MOTION by Reed to Approve the Site Plan Review for the Construction of a warehouse and distribution facility, subject to the following: a. Incorporation of the recommendations of the Fire Marshall as detailed in the attached memorandum dated September 22, 2021. b. Incorporation of the recommendations of the City Engineer contained in the Engineer’s Memo dated September 22, 2021. c. The applicant shall update the landscape plan to bring it closer to compliance with the requirements of the landscape and tree preservation ordinance. Any remaining shortfall will be carried over and made up for in subsequent phases. d. The applicant shall submit a photometric study and a site lighting plan that conforms to the requirements of the Zoning Ordinance. e. Approval by the City Council of a rezoning of the site to GI-General Industrial. f. The proposed truck maintenance building shall meet all requirements of the zoning ordinances related to building materials. Second by Schmisek. Ayes: 7. Nays: 0. Motion Passes. MOTION by Hebert to Recommend the City Council approve a zoning map amendment to rezone the site from AG-Agriculture to GI-General Industrial. Second by Marlow. Ayes: 7. Nays: 0. Motion Passes. MOTION by Rivera to Recommend the City Council approve the Preliminary and Final Plats for Rich Valley First Addition, subject to the following conditions: a. Execution of a subdivision agreement. b. Payment of $431,350 as fee-in-lieu of park land dedication. c. The plat shall be updated to reflect the realignment of the north-south road along the eastern site boundary. d. Dedication of half right-of-way by the adjacent property owner for the north-south road along the eastern site boundary. e. Vacation of the existing drainage and utility easements. f. Conformance with the requirements of the City Engineer contained in the Engineer’s Memo dated September 22, 2021. Second by Hebert. Ayes: 7. Nays: 0. Motion Passes. BUILDING A 561,000 S.F. BUILDING D 224,000 S.F. BUILDING E 158,000 S.F. 145TH STREETCONLEY AVENUEBUILDING B 224,000 S.F. BUILDING C 224,000 S.F. SHEET NO. DRAWN BY: DATE: NORTH SITE CONCEPT 1 ROSEMOUNT INDUSTRIAL PREPARED FOR: SCANNELL PROPERTIES AJW 07/28/2021 EX-2 BUILDING A DATA SUMMARY AREAS BUILDING 1 AREA ±561,000 SF BUILDING A PARKING PROPOSED AUTO PARKING 977 STALLS PROPOSED TRUCK PARKING 418 STALLS PROPERTY SUMMARY TOTAL PROPERTY AREA 1,092,255 SF (25.07 AC) PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED STORMWATER MANAGEMENT AREA LEGEND APPROXIMATE WETLAND AREA BUILDING B DATA SUMMARY AREAS BUILDING 2 AREA ±224,000 SF BUILDING B PARKING PROPOSED AUTO PARKING 248 STALLS PROPOSED TRUCK PARKING 186 STALLS BUILDING C DATA SUMMARY AREAS BUILDING 3 AREA ±224,000 SF BUILDING C PARKING PROPOSED AUTO PARKING 248 STALLS PROPOSED TRUCK PARKING 186 STALLS BUILDING D DATA SUMMARY AREAS BUILDING 3 AREA ±224,000 SF BUILDING D PARKING PROPOSED AUTO PARKING 248 STALLS PROPOSED TRUCK PARKING 186 STALLS BUILDING E DATA SUMMARY AREAS BUILDING 3 AREA ±158,000 SF BUILDING D PARKING PROPOSED AUTO PARKING 174 STALLS PROPOSED TRUCK PARKING 130 STALLS ROSEMOUNT MINNESOTA 9/22/2021 T:\Project\CommDev\Zoning\ZoningAmendments\ZoningAmendments.aprx I:\GIS\Map_Library\CommDev\Zoning\Amendments\ Proposed Zoning Amendment G±WX )p 140TH ST E CONLEY AVE140TH ST E CONLEY AVEG±WX )p Existing Proposed Proposal Area Zoning Commercial: C4 - General Commercial Industrial: GI - General Industrial HI - Heavy Industrial Other: AG - Agricultural PI - Public/Institutional WM - Waste Management PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT BUILDING A 548,000 S.F. OUTLOT B 45.68 ACRES OUTLOT A 17.43 ACRES LOT 1, BLOCK 1 87.11 ACRES COUNTY ROAD STATE AID HIGHWAY NO. 42 140TH STREET EAST CONLEY AVENUEDRIVER AVENUEYARD ENTRANCE YARD ENTRANCE REFER TO PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR 140TH STREET EAST IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR COUNTY ROAD 42 IMPROVEMENTS APPROXIMATE LIMIT OF EXISTING WETLAND EXISTING 50' ELECTRIC TRANSMISSION EASEMENT PER DOC. 1491241 EXISTING 50' ELECTRIC TRANSMISSION EASEMENT PER DOC. 1491241 EXISTING HIGHWAY EASEMENT PER DOC. 3161041 PREPARED FOROVERALL SITEPLANC400RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN10/08/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602310/08/2021AS SHOWNMTLRAVBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 3,794,372 SF (87.11 AC) BUILDING AREA 548,000 SF PARKING REQUIRED EMPLOYEE PARKING 430 SPACES @ OFFICE: 1/200 SF WAREHOUSE: 1/2000 SF PROPOSED EMPLOYEE PARKING 978 SPACES @ X.XX RATIO ADA STALLS REQ'D / PROVIDED 20 STALLS / 20 STALLS TRAILER AND VAN PARKING 607 SPACES PROPERTY SUMMARY RICH VALLEY FIRST ADDITION LOT 1 BLOCK 1 AREA 3,794,372 SF (87.11 AC) OUTLOT A AREA 759,360 SF (17.43 AC) OUTLOT B AREA 1,989,790 SF (45.68 AC) RIGHT OF WAY DEDICATION 237,253 SF (5.45 AC) NET PROPERTY AREA 6,543,522 SF (150.22 AC) PROPOSED IMPERVIOUS AREA 2,331,725 SF (53.53 AC) PROPOSED PERVIOUS AREA 4,211,797 SF (96.69 AC) TOTAL DISTURBED AREA 6,780,775 SF (155.67 AC) ZONING SUMMARY EXISTING ZONING AGRICULTURAL PROPOSED ZONING GENERAL INDUSTRIAL PARKING SETBACKS FRONT= 40' SIDE = 25' REAR = 50' BUILDING SETBACKS FRONT = 75' SIDE/ REAR = 50'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\Exhibits\2021-1008\C4-OVERALL SITE PLAN.dwg October 08, 2021 - 10:18am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK, INC., DATED MAY 4, 2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 153.85 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 17.FOR OFFSITE IMPROVEMENTS, SEE THE OFFSITE PLANS IMPROVEMENTS PLANS. NORTH 2653 2657 2659 26602661 2662 2792 2879 28812882288328842886 2964 29762977 2978 297929802981 298229832985 2987298829892990 2991 2992 2993 2994 2995 2996 29972998 2999 3003 3004 3005 30063007 3008 3009 3010 3011 3012 3013 3014 3015 3016 3017 3018 3030 3031 3032 3033 3046 304730483049 3050 3051 3052 30533054 3055 3056 3057 3058 3059 30603061 3062 30633064 3065 3066 3067 3068 306930703071307230733074 3075 30763077 3078 3079 3080 30813082308330843085308630873088 3089 30903091 3092 3093 3094 3095 DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D DD DDD D DD DD D DDINFILTRATION BASIN #1 BOT:837.60' TOP: 840.60' INFILTRATION BASIN #2 BOT: 832.00' TOP: 832.00' PRE-TREATMENT BASIN #3 BOT: 828.00' NWL: 837.6' PRE-TREATMENT BASIN #4 BOT: 828.00' NWL: 837.6' PRE-TREATMENT BASIN #5 BOT: 822.00' NWL: 832.00' PRE-TREATMENT BASIN #7 BOT: 822.00' NWL: 832.00'DD D D D D D PRE-TREATMENT BASIN #6 BOT: 822.00' NWL: 832.00' 1.08 % 1.38%1.73%1.47%1.41%1.33%0.87%2.32% 1.35 %2.26% 1.09%1.19%1.65%1.51%1.29%2.20%1.64%1.65%1.29%1.74%1.65%2.59%3.39%2.22%2.26%2.61%1.68%2.72%1.18%1.68%1. 2 8 % 2.27% 2.05% PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT REFER TO PUBLIC IMPROVEMENT PLANS FOR PUBLIC ROAD IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR 140TH STREET EAST IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR COUNTY ROAD 42 IMPROVEMENTS APPROXIMATE LIMIT OF EXISTING WETLAND 843.06 842.85 843.07 842.46 840.76 844.66 845.42 842.02 842.59 843.50 842.12 843.14 845.00 843.00 842.25 840.85 840.53 840.30 842.20 843.02 840.25 839.61 840.57 845.61 845.86 846.60 848.08 846.60 846.60 848.08 843.70 847.59 846.38 844.85 844.87 844.87 844.33 844.33 844.33 844.33 844.63 843.00 843.66 844.20 843.03 844.00 842.24 839.06 841.84 841.84 839.00 838.61 838.12 842.98 845.00843.54 841.80 840.97 842.76 844 843 842 841 848 846 844 845 8 4 5 845840841842839838841 842 840 843 844 840 84 0 83 9839 838838837837841842 843 8 4 1 8 4 2 843 844844 84 1 842 843 844 842841840841842843 8448 4 4 84 3 842843844842843843 844 843 845 848 850 830 835 840 845 830 835 840 840 840 840 840 840 840 840 840 835830 830 835 840 845 840 840840 840840 840 840 8 3 5 8 4 3 8 4 1 842 843 8438418 4 2 845845845846848 8448 4 2 8 4 0 842855 850 845 840 835 835 830 825 825 830 835 840 845 850 835 840 835 840 835 835835 835 825 825 830 835 840 835 840 835835830825 825830835840835 830 825 835 845 860 865 870 875 885 890 895 895 890 885 880 895 895 895 890 885 875 870 865 860 855 860855850890885880875875 87086 5 86 0 85 5 845840845850855860870860850840860870880885BUILDING A 548,000 SF FFE: 849.00' DOCK ELEV: 845.00' MAINTENANCE BUILDING FFE: 845.00'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\C5-OVERALL GRADING PLAN.dwg August 31, 2021 - 5:08pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLGRADING PLANC500RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN08/31/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNMTLAJWBMWNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF ROSEMOUNT, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT PROPOSED FUTURE DEVELOPMENT SS-29 RE:846.73 IE:845.21 NE SS-11 RE:844.94 IE:839.00 S SS-21 RE:841.35 IE:835.20 W IE:835.20 E SS-18 RE:841.74 IE:839.96 SW IE:839.96 NE SS-27 RE:840.28 IE:838.76 E SS-25 RE:840.01 IE:837.29 NE COUNTY ROAD STATE AID HIGHWAY NO. 42 140TH STREET EAST CONLEY AVENUEPUBLIC ROADREFER TO PUBLIC IMPROVEMENT PLANS FOR N/S ROAD IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR N/S ROAD IMPROVEMENTS REFER TO PUBLIC IMPROVEMENT PLANS FOR 140TH STREET EAST EROSION CONTROL PLANS REFER TO SANITARY INTERCEPTOR DESIGN PLANS PREPARED BY BOLTON-MENK FOR PUBLIC SEWER EXTENSION REFER TO SANITARY INTERCEPTOR DESIGN PLANS PREPARED BY BOLTON-MENK FOR PUBLIC SEWER EXTENSION ELECTRICAL TRANSMISSION EASEMENT SS-24 RE:845.00 IE:841.18 E SS-6 RE:844.89 IE:841.16 W IE:841.16 NE 71 LF - 6" PVC @ 0.30%394 LF - 6" P V C @ 0.31 %356 LF - 6" P V C @ 0.30 % 401 LF - 8" PVC @ 0.30% 400 LF - 8" PVC @ 0.30%400 LF - 8" PVC @ 0.30% 374 LF - 8" PVC @ 0.30% 15 LF - 6" PVC @ 0.13% 52 LF - 6" PVC @ 1.96% 86 LF - 6" PVC @ 2.00% 356 LF - 6" PVC @ 0.30% 400 LF - 8" PVC @ 0.30% 123 LF - 6" PVC @ 2.00% SS-19 RE:844.15 IE:837.59 W IE:837.59 E SS-20 RE:843.92 IE:836.39 W IE:836.39 E SS-10 RE:843.99 IE:838.89 SW IE:838.79 N IE:838.79 E SS-MH-11 RE:842.11 IE:833.98 E IE:833.98 W IE:833.98 N 2653 2657 2659 26602661 2662 2792 2879 28812882288328842886 2964 29762977 2978 297929802981 298229832985 2987298829892990 2991 2992 2993 2994 2995 2996 29972998 2999 3003 3004 3005 30063007 3008 3009 3010 3011 3012 3013 3014 3015 3016 3017 3018 3030 3031 3032 3033 3046 304730483049 3050 3051 3052 30533054 3055 3056 3057 3058 3059 30603061 3062 30633064 3065 3066 3067 3068 306930703071307230733074 3075 30763077 3078 3079 3080 30813082308330843085308630873088 3089 30903091 3092 3093 3094 3095 EXISTING 50' ELECTRIC TRANSMISSION EASEMENT PER DOC. 1491241 EXISTING HIGHWAY EASEMENT PER DOC. 3161041 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\C6-OVERALL UTILITY PLAN.dwg August 31, 2021 - 5:04pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALL UTILITYPLANC600RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN08/31/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNMTLRAVBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF ROSEMOUNT AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH D D D D L202 L203 L204 L205 L206 L207 L208 L209 L210 1 2 3 4 5 6 987 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-OVERALL LANDSCAPE PLAN.DWG October 08, 2021 - 9:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE PLANL200RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE NORTH DECIDUOUS TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE ABM 36 ACER X FREEMANII `AUTUMN BLAZE` / AUTUMN BLAZE MAPLE B & B 2.5" CAL. BOL 5 TILIA AMERICANA `BOULEVARD` / BOULEVARD LINDEN B & B 2.5" CAL. EQM 11 ACER PLATANOIDES `EMERALD QUEEN` / EMERALD QUEEN MAPLE B & B 2.5" CAL. HCK 111 CELTIS OCCIDENTALIS / COMMON HACKBERRY B & B 2.5" CAL. IHL 4 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` / IMPERIAL HONEYLOCUST B & B 2.5" CAL. NPO 34 QUERCUS ELLIPSOIDALIS / NORTHERN PIN OAK B & B 2.5" CAL. PRE 8 ULMUS AMERICANA `PRINCETON` / AMERICAN ELM B & B 2.5" CAL. SHL 56 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' TM / SKYLINE HONEY LOCUST B & B 2.5" CAL. SWO 95 QUERCUS BICOLOR / SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS TREE CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE BHS 90 PICEA GLAUCA `DENSATA` / BLACK HILLS SPRUCE B & B 6` HT. ERC 110 JUNIPERUS VIRGINIANA / EASTERN RED CEDAR B & B 6` HT. SCP 22 PINUS SYLVESTRIS / SCOTCH PINE B & B 6` HT. WHP 56 PINUS STROBUS / WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE PFC 30 MALUS X `PRAIRIFIRE` / PRAIRIFIRE CRAB APPLE B & B 1.5" CAL. QUA 94 POPULUS TREMULOIDES / QUAKING ASPEN B & B 6` HT. RVB 64 BETULA NIGRA / RIVER BIRCH MULTI-TRUNK B & B 6` HT. SFS 25 AMELANCHIER LAEVIS 'JFS-ARB' TM / SPRING FLURRY ALLEGHENY SERVICEBERRY B & B 1.5" CAL. DECIDUOUS SHRUB CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE DBH 308 DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 126 RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC #5 CONT.5` O.C. RGD 144 CORNUS ALBA 'REGNZAM' / RED GNOME DOGWOOD #5 CONT.5` O.C. GROUND COVERS BOTANICAL / COMMON NAME TURF SOD PLANT SCHEDULE ORDINANCE CHART ZONING: GENERAL INDUSTRIAL REQUIREMENT REQUIRED PROVIDED PLANTING QUANTITIES 8 trees or 1 per 3,000 square feet land area. Whichever is greater: Spacing must include trees at the boulevard at 50 foot minimum. Minimum of 75% total stock to be deciduous trees. 1 foundation planting per 10 linear feet of building (principal or accessory) perimeter. Shrubs shall be planted a minimum of 1 3 the mature size of typical growth habits. LOT 1: 4,064,766 / 3,000 = 1355 FOUNDATION PLANTING: 3788 / 10 = 379 LOT 1: 851 TREES 360 deciduous trees 278 coniferous trees 213 ornamental trees FOUNDATION PLANTING: 578 578 deciduous shrubs 000 coniferous shrubs TREE PRESERVATION PLAN 0% removal threshold on heritage trees Every caliper inch of heritage tree removed will require replacement. All heritage trees will be replaced at the ratio of 1 caliper inch per 1 caliper inch removed. 25% of the existing caliper inches of significant trees can be removed without obligation of replacement. Any removal beyond 25% will require replacement . For development which exceeds percentage of allowable removal of significant trees, all significant trees will be replaced at the ratio of 0.5 caliper inch per 1 inch caliper inch removed. HERITAGE TREES REMOVED: 71 TREES TOTAL: 2449 CALIPER INCHES LOT 1: 1424 CALIPER INCHES = 58.13% NET AREA X 2449 CAL. IN. OUTLOT A: 279 CALIPER INCHES = 11.39% NET AREA X 2449 CAL. IN. OUTLOT B: 747 CALIPER INCHES = 30.48% NET AREA X 2449 CAL. IN. SIGNIFICANT TREES REMOVED: 1,320 TREES TOTAL: 5991 CALIPER INCHES LOT 1: 3483 CALIPER INCHES = 58.13% NET AREA X 5991 CAL. IN. OUTLOT A: 683 CALIPER INCHES = 11.39% NET AREA X 5991 CAL. IN. OUTLOT B: 1827 CALIPER INCHES = 30.48% NET AREA X 5991 CAL IN HERITAGE TREES REPLACED: LOT 1: 1424 CAL. IN. PROPOSED OUTLOT A: 279 FUTURE CAL. IN. OUTLOT B: 747 FUTURE CAL. IN. 1299 DECIDUOUS CALIPER INCHES 556 CONIFEROUS CALIPER INCHES (2" CALIPER PER 6' HT TREE) SIGNIFICANT TREES REPLACED: LOT 1: 794.5 CAL. IN. PROPOSED OUTLOT A: 683 FUTURE CAL. IN. OUTLOT B: 1827 FUTURE CAL. IN. PARKING LOT LANDSCAPING: The need for internal parking lot landscaping will be subject to planning commission site review. When such landscaping is required, it will be to lessen the monotony, heat and wind associated with large parking lots. TBD LANDSCAPE ISLANDS PLANTED WITH A VARIETY OF TREES AND SHRUBS GI ZONING REQUIREMENTS: Minimum of 5% of the parking area shall be landscaped. This landscaping shall be located on islands, peninsulas or the like within the perimeter of the parking area. Islands shall be a minimum 8.5 feet wide and extend the length of the adjacent parking stalls. A minimum of one island, peninsula or the like shall be located within each 6,000 square feet of vehicular used area. A minimum of one tree shall be required for each 250 square feet of required landscape area. Deciduous trees shall have a clear trunk of at least 5 feet above the ground and a caliper of at least 2.5 inches. Coniferous trees shall be at least 4 feet in height. Remaining area to be landscaped with shrubs and groundcover not to exceed 2 feet in height. LANDSCAPED PARKING AREA: 18,569 SF = 371,389 SF x 0.05 PLANTING LOCATION QUANTITIES: 62 PENINSULA, ISLAND OR THE LIKE = 371,389 SF / 6,000 SF 75 trees = 18,569 SF required parking landscape area / 250 SF LANDSCAPED PARKING AREA: 21,069 PLANTING LOCATION QUANTITIES: 64 PENINSULA, ISLAND OR THE LIKE 128 Trees This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg October 08, 2021 - 9:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPLANT SCHEDULEL201RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLAXX/XX/XXXX53828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAH 20212223242526272828' A A B C D E F G H J J' 140TH STREET EAST 1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg October 08, 2021 - 9:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL202RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L205 L203 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE D 5678910111213141516171819 5 5 5 5 5 140TH STREET EAST140TH STREET EAST 1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:07amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL203RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L206 L204L202 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE NOTE: SEE PLANT SCHEDULE ON L201 D D D D 140TH STREET EAST PUBLIC ROAD1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL204RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L207 L203 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE CONL E Y A V ENU E 1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL205RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L208 L206 L202 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE 1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL206RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L209 L207L205 L203 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE PUBLIC ROADPUBLIC ROAD1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL207RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L210 L206 L204 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE CONLEY AVENUECOUNTY ROAD STATE AID HIGHWAY NO. 42CONLEY AVENUE1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL208RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L209 L205 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE COUNTY ROAD STATE AID HIGHWAY NO. 42COUNTY ROAD STATE AID HIGHWAY NO. 42 1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL209RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L210L208 L206 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE COUNTY ROAD STATE AID HIGHWAY NO. 42 COUNTY ROAD STATE AID HIGHWAY NO. 42 PUBLIC ROAD1 2 3 4 5 6 987 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) SITE FENCE (TYP.) - SEE CIVIL PLANS A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) B C D E SEEDING KEYNOTES SEED WITH MNDOT 22-112: FIVE-YEAR STABILIZATION SEED MIX (TYP.) SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) SEED WITH MNDOT 33-262: DRY SWALE/ POND SEED MIX (TYP.) SEED WITH MNDOT 33-361: STORMWATER NORTHEAST SEED MIX (TYP.) SEED WITH MNDOT 34-171: WETLAND REHABILITATION SEED MIX (TYP.) SEED WITH MNDOT 35-221: DRY PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 36-211: WOODLAND EDGE SOUTH & WEST SEED MIX (TYP.) 22-112 25-131 33-261 33-262 33-361 34-171 35-221 35-241 36-211 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL210RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/31/202153828DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHNORTH L209 L207 NORTH AREA KEY MAP NOT TO SCALE AREA KEY MAP NOT TO SCALE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Scannell\Rosemount\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg October 08, 2021 - 9:08amBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL300RICH VALLEYFIRST ADDITIONSCANNELLPROPERTIESROSEMOUNTMNDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16084602308/31/2021AS SHOWNBPSBPSRAHDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L3001 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L3002 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L3003 SPADED EDGE DETAIL SCALE: 1-1/2"=1'L3004 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH, 4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L30054"1"NOTE: 1.EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. STEEP SLOPE PLANTING SCALE: N.T.S.L3006 EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS APPLICABLE AS SHOWN BACKFILL AREA 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 25.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLA08/30/202153828 roundG roundG 567891011121314151617181920212223242526272828'AABCDEFGHJJ'XXXX XXXXX X XXXX X 55555XXXX PAGE 1 OF 1Date:10/6/2021Scale: AS NOTEDRevisions# Date CommentsChecked By: JILLDrawn By: JILL BJORNBERG LCGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONWORKPLANE OR FLOOR DEPENDING ON SPACE ACTIVITY.SCANNELL PROPERTIESROSEMOUNT, MNCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCALC POINTS GROUNDLuminaire ScheduleSymbolQtyLabelArrangementLLFIlluminanceFc1.0521.4DescriptionArr. WattsLum. LumensBUG Rating 14AABack-Back0.900GARDCO ECF-L-96L-800-NW-G2-5W-UNV-BZ POLE MOUNT ON 30FT POLE 3FT BASE475.339632791B5-U0-G433BBSingle0.900GARDCO ECF-L-96L-800-NW-G2-WS-4-UNV-BZ WALL MOUNTED @ 28FT237.669832228B3-U0-G530CCSingle0.900STONCO PW15-NW-G1-8 MOUNTED OVER MAN DOORS OR FLANKING IF GLASS IS OVER DOOR151656B1-U0-G020DDSingle0.900GARDCO ECF-L-96L-1.4A-NW-G2-4-UNV-BZ MOUNTED ON 35FT POLE 3FT BASE42249311B4-U0-G514EEBack-Back0.900GARDCO ECF-L-96L-1.4A-NW-G2-5W-UNV-BZ ON 35FT POLE WITH 3FT BASE84449221B5-U0-G54FFSingle0.900GARDCO ECF-L-96L-800-NW-G2-2-UNV-BZ ON 35FT POLE 3FT BASE237.669832179B4-U0-G4166GGSingle0.900STONCO GC60-SCT-G2-SM-5-10-BZ MOUNTED UNDER CANOPY BETWEEN DOORS 39.14846162B2-U3-G16HHSingle0.900STONCO LPW-16-50-NW-G3-4-BZ WALL MOUNTED AT 16FT47.94483B1-U0-G10.0N.A.N.A.DOCK TYPICALIlluminanceFc18.2120.516.61.101.23NORTH PARKING LOTIlluminanceFc1.615.20.53.2210.40PARKING LOTIlluminanceFc1.783.40.53.566.80TRUCK YARDIlluminanceFc1.826.00.36.0720.00YARD ENTRANCEIlluminanceFc2.653.02.21.201.36YARD ENTRANCE_1IlluminanceFc2.393.31.91.261.74Plan ViewScale: 1 inch= 100 Ft.MTS MTSRESET LOOPFREE EXIT LOOPRESET LOOPRESET LOOPRESET LOOPFREE EXIT LOOPRESET LOOP86.27 ACRESLOT 1, BLOCK 1548,000 S.F.BUILDING A548,000 S.F.BUILDING ASTORMWATER MANAGEMENTSTORMWATER MANAGEMENTSTORMWATER MANAGEMENTSTORMWATER MANAGEMENTSTORMWATER MANAGEMENTSTORMWATER MANAGEMENT10,000 S.F.MAINTENANCE GARAGEVEHICLEVEHICLE MAINTENANCE GARAGE 10,000 S.F.STORMWATER MANAGEMENTSTORMWATER MANAGEMENT548,000 S.F.BUILDING A567891011121314151617181920212223242526272828'AABCDEFGHJJ'5 5 5 5 5140TH STREET EAST140TH STREET EAST140TH STREET EASTPUBLIC ROADPUBLIC ROAD140TH STREET EASTPUBLIC 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0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.20.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.10.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.7 1.21.7 1.8 1.8 1.7 1.6 1.4 1.3 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.51.7 1.8 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.9 1.8 1.6 1.5 1.3 1.2 1.1 1.11.1 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.9 2.0 2.1 2.1 2.0 2.1 2.1 2.01.9 1.8 1.6 1.5 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.7 1.82.0 2.1 2.1 2.0 2.1 2.1 2.0 2.0 1.8 1.6 1.5 1.3 1.2 1.1 1.1 1.1 1.11.1 1.1 1.2 1.3 1.4 1.5 1.7 1.9 2.0 2.1 2.1 2.0 2.1 2.1 2.0 1.9 1.81.7 1.6 1.5 1.6 1.6 1.6 1.5 1.6 1.5 1.6 1.6 1.8 1.9 2.0 2.1 2.1 2.12.1 2.1 2.0 1.9 1.8 1.7 1.6 1.5 1.6 1.5 1.5 1.5 1.6 1.5 1.6 1.6 1.81.9 2.0 2.1 2.1 2.1 2.1 2.1 2.0 1.9 1.8 1.8 1.7 1.8 1.7 1.8 1.7 1.71.8 1.8 1.8 1.9 2.0 2.1 2.1 2.1 2.1 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.12.2 2.3 2.5 2.8 3.3 3.8 4.3 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1.7 1.6 1.7 1.7 1.7 1.7 1.71.7 1.7 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.9 2.0 2.0 2.0 2.0 2.0 2.0 2.12.1 2.3 2.5 2.8 3.2 3.7 4.1 4.6 5.0 4.1 2.0 0.7 0.4 0.3 0.3 0.2 0.20.2 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.20.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.7 0.6 0.40.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.30.5 0.6 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.0 1.82.0 2.0 1.9 1.8 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.31.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.11.1 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.61.6 1.5 1.4 1.4 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.61.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1.1 1.1 1.11.1 1.1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.61.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.5 1.5 1.6 1.7 1.7 1.7 1.71.7 1.7 1.7 1.6 1.6 1.5 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.51.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.71.6 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.8 1.9 1.9 2.0 2.0 2.0 2.02.0 2.2 2.4 2.7 3.0 3.4 3.8 4.1 4.1 3.8 2.5 1.0 0.5 0.4 0.4 0.4 0.40.4 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.3 1.3 1.1 0.9 0.8 0.6 0.5 0.5 0.40.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.7 0.9 1.1 1.3 1.3 1.2 0.90.8 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.81.0 1.2 1.3 1.2 1.0 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.4 2.32.4 2.3 2.1 1.9 1.7 1.5 1.3 1.2 1.1 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.31.4 1.5 1.6 1.6 1.7 1.7 1.7 1.6 1.6 1.5 1.5 1.4 1.4 1.3 1.3 1.2 1.21.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.7 1.7 1.7 1.7 1.6 1.61.5 1.5 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.4 1.5 1.61.6 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.3 1.2 1.2 1.2 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10.0 10.2 10.8 11.8 13.1 13.6 13.3 12.2 11.1 10.3 10.1 9.9 10.0 10.1 10.5 11.4 12.5 12.9 12.8 12.1 11.0 10.3 10.0 9.9 9.9 10.1 10.5 11.4 12.6 13.4 13.5 12.7 11.5 10.6 10.2 10.0 9.9 10.1 10.4 11.1 12.1 12.9 12.9 12.4 11.4 10.5 10.2 10.1 10.3 10.6 10.8 11.3 12.2 13.0 13.0 12.6 11.5 10.6 10.2 10.0 9.9 10.0 10.2 10.8 11.8 12.8 12.9 12.7 11.7 10.7 10.2 9.9 9.9 10.0 10.2 10.7 11.7 12.7 13.0 12.8 11.8 10.8 10.3 10.0 9.910.0 10.2 10.7 11.8 13.0 13.5 13.3 12.3 11.1 10.4 10.1 10.0 10.0 10.1 10.5 11.4 12.4 12.9 12.9 12.2 11.1 10.5 10.1 10.1 10.1 10.3 10.7 11.6 12.4 12.1 10.2 7.0 4.5 5.1 5.7 4.9 4.1 3.2 2.5 2.0 1.7 1.4 1.2 1.1 1.0 0.9 0.9 1.0 1.1 1.3 1.5 1.7 1.9 1.9 1.9 1.9 1.9 2.0 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.7 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.6 1.4 1.3 1.1 0.9 0.8 0.6 0.5 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 1.62.0 1.9 1.9 1.8 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.6 1.8 2.1 2.6 3.2 3.72.7 4.2 6.0 7.9 9.7 12.9 16.5 17.2 16.9 16.7 16.5 16.7 17.3 18.419.6 20.8 21.4 20.4 19.2 18.2 17.3 16.8 16.5 16.7 17.2 18.2 19.4 20.6 21.4 20.5 19.3 18.3 17.4 16.8 16.6 16.6 17.1 18.1 19.2 20.4 21.3 20.7 19.6 18.4 17.5 16.9 16.6 16.6 17.0 18.0 19.0 20.2 21.2 20.9 19.7 18.6 17.6 16.9 16.6 16.6 17.0 17.8 18.9 20.0 21.221.0 19.8 18.8 17.8 17.0 16.6 16.5 16.9 17.7 18.7 19.8 21.0 21.2 20.1 19.0 17.9 17.1 16.6 16.5 16.8 17.5 18.5 19.7 20.9 21.4 20.4 19.2 18.1 17.2 16.6 16.5 16.8 17.4 18.3 19.4 20.6 21.4 20.5 19.3 18.2 17.3 16.7 16.5 16.7 17.3 18.2 19.3 20.4 21.3 20.7 19.518.4 17.4 16.7 16.5 16.7 17.2 18.0 19.1 20.2 21.3 20.9 19.6 18.5 17.5 16.8 16.5 16.7 17.2 17.9 18.9 20.1 21.2 21.1 19.9 18.7 17.7 16.9 16.7 16.9 17.3 18.2 19.0 20.0 19.7 15.7 8.6 4.9 3.0 6.6 5.7 4.5 3.5 2.6 2.0 1.6 1.3 1.1 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.6 1.9 2.1 2.3 2.2 2.2 2.2 2.3 2.1 1.9 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.8 2.1 2.2 2.2 2.1 2.2 2.2 2.1 1.8 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.5 1.5 1.7 1.9 2.2 2.3 2.2 2.2 2.2 2.3 2.1 1.8 1.6 1.3 1.1 1.0 0.8 0.6 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.31.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.7 1.9 2.2 2.5 2.9 3.16.6 5.7 4.6 3.6 2.7 2.1 1.6 1.3 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.4 1.72.0 2.3 2.5 2.5 2.4 2.5 2.5 2.3 2.0 1.7 1.5 1.5 1.4 1.5 1.5 1.4 1.41.5 1.7 2.0 2.3 2.5 2.4 2.4 2.4 2.5 2.3 2.0 1.7 1.5 1.4 1.4 1.5 1.51.4 1.5 1.6 1.7 2.0 2.3 2.5 2.5 2.4 2.5 2.5 2.3 1.9 1.6 1.4 1.2 1.00.8 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.7 1.21.6 1.8 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.9 2.2 2.6 3.1 3.7 4.07.1 5.9 4.9 3.8 2.9 2.2 1.7 1.4 1.1 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.72.0 2.3 2.5 2.8 2.7 2.8 2.5 2.3 2.0 1.7 1.5 1.4 1.4 1.5 1.5 1.4 1.41.5 1.7 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.3 2.0 1.7 1.5 1.4 1.5 1.5 1.51.5 1.5 1.6 1.7 2.0 2.3 2.6 2.8 2.8 2.8 2.5 2.2 1.9 1.6 1.4 1.2 1.00.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.6 1.11.6 1.8 1.8 1.7 1.7 1.6 1.6 1.7 1.7 1.7 1.8 2.1 2.5 3.1 3.9 4.7 5.06.1 5.8 4.8 3.8 3.0 2.3 1.8 1.4 1.2 0.9 0.9 0.9 1.0 0.6 0.7 0.8 1.71.9 2.2 2.5 2.9 3.1 2.8 2.5 2.2 1.9 1.7 0.8 0.8 1.0 1.5 1.5 1.4 1.41.5 1.7 1.9 2.2 2.5 2.9 3.1 2.8 2.5 2.2 1.9 1.7 1.5 1.4 1.5 1.5 1.10.9 0.8 0.9 0.9 1.0 2.2 2.5 2.9 3.1 2.8 2.4 1.1 1.0 0.8 0.7 0.6 0.50.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.21.7 1.8 1.8 1.7 1.7 1.6 1.6 1.7 1.8 1.8 2.0 2.3 2.8 3.6 4.6 5.6 6.45.0 5.0 4.4 3.7 3.0 2.4 1.9 1.5 1.2 0.9 0.9 0.9 1.0 1.1 1.3 1.5 1.72.0 2.2 2.5 2.9 2.9 2.9 2.5 2.2 1.9 1.7 1.5 1.4 1.4 1.5 1.5 1.4 1.41.5 1.7 1.9 2.2 2.5 2.9 3.0 2.9 2.5 2.2 1.9 1.7 1.5 1.4 1.5 1.5 1.51.5 1.4 1.6 1.7 2.0 2.3 2.5 3.0 2.9 2.9 2.5 2.2 1.9 1.6 1.4 1.2 1.00.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.8 1.41.8 1.9 1.8 1.8 1.7 1.6 1.6 1.7 1.8 1.9 2.1 2.4 3.0 3.9 5.0 6.0 7.24.3 4.4 4.0 3.5 3.0 2.4 1.9 1.6 1.2 1.0 0.9 0.9 1.0 1.1 1.2 1.4 1.72.0 2.3 2.6 2.6 2.5 2.6 2.5 2.3 2.0 1.7 1.5 1.4 1.4 1.5 1.5 1.4 1.41.5 1.7 2.0 2.3 2.5 2.6 2.6 2.6 2.5 2.3 2.0 1.7 1.5 1.5 1.5 1.5 1.51.4 1.5 1.6 1.7 2.0 2.4 2.5 2.5 2.5 2.6 2.5 2.3 1.9 1.6 1.4 1.2 1.00.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.4 1.0 1.82.1 2.0 2.0 1.8 1.7 1.6 1.6 1.7 1.9 2.1 2.3 2.6 3.2 4.0 5.0 5.9 6.44.0 4.3 3.9 3.5 3.0 2.4 2.0 1.6 1.2 1.0 0.9 0.9 0.9 1.1 1.2 1.4 1.61.9 2.2 2.4 2.3 2.3 2.3 2.4 2.2 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.41.5 1.7 2.0 2.3 2.4 2.3 2.3 2.4 2.4 2.2 1.9 1.7 1.5 1.5 1.4 1.4 1.41.4 1.4 1.5 1.7 1.9 2.2 2.3 2.3 2.2 2.3 2.3 2.2 1.9 1.6 1.3 1.1 0.90.8 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.5 2.42.5 2.3 2.2 2.0 1.8 1.7 1.6 1.7 1.9 2.1 2.4 2.8 3.3 3.9 4.6 5.2 5.24.4 4.5 4.1 3.6 3.0 2.4 1.9 1.6 1.3 1.0 0.9 0.9 0.9 1.0 1.2 1.3 1.51.7 2.0 2.1 2.0 2.0 2.0 2.1 1.9 1.7 1.6 1.4 1.4 1.4 1.4 1.4 1.4 1.41.4 1.6 1.8 2.0 2.1 2.1 2.0 2.1 2.1 2.0 1.8 1.6 1.5 1.4 1.4 1.4 1.41.4 1.4 1.4 1.6 1.7 1.9 2.0 2.0 2.0 2.0 2.0 1.9 1.7 1.4 1.2 1.1 0.90.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 2.1 3.13.0 2.8 2.5 2.2 1.9 1.7 1.7 1.8 2.0 2.2 2.5 2.8 3.3 3.7 4.2 4.5 4.45.3 5.2 4.5 3.7 3.0 2.4 1.9 1.5 1.3 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.41.5 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.4 1.31.4 1.4 1.6 1.7 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.4 1.4 1.4 1.4 1.4 1.31.4 1.3 1.4 1.4 1.5 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.3 1.2 1.0 0.90.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.0 2.8 3.93.7 3.4 2.9 2.5 2.1 1.8 1.7 1.8 2.0 2.2 2.5 2.9 3.3 3.7 4.0 4.3 4.06.5 6.0 5.0 3.9 3.0 2.4 1.9 1.5 1.2 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.31.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.1 1.0 0.80.7 0.6 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 3.4 4.84.4 3.9 3.3 2.7 2.3 1.9 1.8 1.8 2.0 2.3 2.5 2.9 3.3 3.7 4.1 4.5 4.37.3 6.1 5.1 4.1 3.0 2.3 1.9 1.5 1.2 1.0 0.9 0.8 0.9 0.9 1.0 1.1 1.21.3 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.21.2 1.2 1.3 1.3 1.3 1.4 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.31.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.80.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.3 3.7 5.44.7 4.0 3.4 2.8 2.4 2.0 1.8 1.8 2.0 2.2 2.5 2.8 3.3 3.9 4.6 5.1 5.16.5 6.1 5.1 3.9 3.1 2.4 1.9 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.1 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.2 1.2 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.31.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.80.7 0.5 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 3.6 5.24.6 4.0 3.4 2.8 2.4 2.0 1.8 1.8 2.0 2.1 2.4 2.8 3.3 4.0 5.0 5.9 6.25.4 5.3 4.7 3.8 3.1 2.4 1.9 1.6 1.3 1.0 0.9 0.8 0.8 0.9 1.0 1.1 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.21.2 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.2 1.2 1.2 1.2 1.21.2 1.2 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.1 1.0 0.9 0.80.7 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 1.1 3.2 4.44.1 3.7 3.2 2.7 2.3 2.0 1.8 1.9 1.9 2.1 2.3 2.6 3.2 4.1 5.1 6.0 7.24.8 4.8 4.3 3.7 3.0 2.4 2.0 1.6 1.3 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.2 1.2 1.2 1.2 1.31.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.21.2 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.1 1.0 0.80.6 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.9 2.5 3.63.5 3.2 2.9 2.5 2.2 2.0 1.9 1.9 1.9 2.0 2.2 2.5 3.0 3.8 4.8 5.9 6.74.7 4.8 4.2 3.6 3.0 2.4 2.0 1.6 1.3 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.21.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.2 1.3 1.2 1.2 1.2 1.21.2 1.2 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.1 1.0 0.9 0.80.7 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.7 1.8 2.82.8 2.7 2.5 2.3 2.2 2.0 2.0 1.9 2.0 2.1 2.2 2.4 2.9 3.4 4.2 5.0 5.35.0 4.9 4.3 3.6 3.0 2.4 2.0 1.6 1.3 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.21.2 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.21.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.31.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.80.7 0.5 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.5 1.3 2.12.3 2.2 2.3 2.2 2.2 2.1 2.0 2.0 2.1 2.1 2.2 2.4 2.7 3.1 3.6 4.1 4.45.5 5.4 4.6 3.7 3.0 2.4 1.9 1.5 1.2 1.0 0.8 0.8 0.8 0.9 1.0 1.1 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.31.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.80.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 1.51.9 2.0 2.1 2.2 2.2 2.1 2.1 2.1 2.2 2.3 2.3 2.4 2.6 2.9 3.2 3.5 3.56.4 6.0 4.9 3.8 2.9 2.3 1.8 1.4 1.2 0.9 0.9 0.8 0.9 0.9 1.0 1.1 1.21.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.21.2 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.4 1.4 1.3 1.3 1.2 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.0 0.80.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.21.6 1.8 2.1 2.3 2.3 2.2 2.1 2.2 2.2 2.3 2.4 2.6 2.7 2.8 3.0 3.1 2.77.3 6.1 5.0 3.8 2.8 2.1 1.6 1.3 1.1 0.9 0.8 0.8 0.9 1.0 1.1 1.2 1.31.5 1.6 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.4 1.3 1.31.4 1.3 1.3 1.4 1.5 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.5 1.3 1.2 1.0 0.90.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.5 0.91.3 1.8 2.2 2.4 2.4 2.3 2.2 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.9 2.36.7 5.8 4.6 3.5 2.6 1.9 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.2 1.3 1.51.7 1.9 2.0 1.9 1.9 2.0 2.0 1.9 1.7 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.41.4 1.5 1.7 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.5 1.4 1.4 1.4 1.4 1.41.4 1.4 1.4 1.6 1.7 1.9 2.0 2.0 1.9 2.0 2.0 1.9 1.7 1.4 1.2 1.1 0.90.7 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.4 0.71.1 1.8 2.4 2.6 2.5 2.4 2.3 2.3 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.9 2.35.4 4.9 3.9 3.0 2.3 1.7 1.3 1.1 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.61.9 2.2 2.3 2.2 2.2 2.3 2.3 2.2 1.9 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.41.5 1.6 1.9 2.1 2.3 2.2 2.2 2.2 2.3 2.1 1.9 1.6 1.5 1.4 1.4 1.4 1.41.4 1.5 1.5 1.7 1.9 2.2 2.3 2.3 2.2 2.3 2.3 2.2 1.9 1.6 1.3 1.1 0.90.8 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.4 0.61.0 2.0 2.8 2.8 2.7 2.6 2.4 2.4 2.3 2.4 2.4 2.5 2.7 2.9 3.0 3.0 2.74.3 3.9 3.2 2.5 2.0 1.5 1.2 1.0 0.8 0.8 0.8 0.8 0.9 1.1 1.3 1.5 1.72.0 2.3 2.5 2.5 2.5 2.5 2.5 2.3 2.0 1.7 1.5 1.5 1.5 1.5 1.5 1.4 1.51.5 1.7 2.0 2.3 2.5 2.5 2.4 2.5 2.5 2.3 2.0 1.7 1.5 1.5 1.5 1.5 1.51.5 1.5 1.6 1.7 2.0 2.3 2.5 2.5 2.5 2.5 2.5 2.3 1.9 1.6 1.4 1.2 1.00.8 0.6 0.4 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.51.1 2.4 3.3 3.2 3.0 2.8 2.6 2.4 2.4 2.4 2.4 2.5 2.8 3.1 3.4 3.5 3.53.1 3.0 2.5 2.1 1.7 1.4 1.1 0.9 0.8 0.7 0.7 0.9 1.0 1.2 1.3 1.5 1.82.0 2.3 2.6 2.9 2.8 2.9 2.5 2.2 2.0 1.7 1.6 1.5 1.5 1.6 1.6 1.5 1.51.6 1.7 2.0 2.3 2.5 2.8 2.8 2.8 2.5 2.2 2.0 1.7 1.6 1.5 1.5 1.6 1.61.5 1.5 1.6 1.8 2.0 2.3 2.5 2.9 2.9 2.9 2.5 2.2 1.9 1.7 1.4 1.2 1.00.9 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.61.2 3.0 3.9 3.8 3.5 3.1 2.8 2.6 2.5 2.4 2.4 2.6 3.0 3.5 4.0 4.5 4.72.2 2.3 2.0 1.8 1.5 1.2 1.0 0.8 0.7 0.6 0.7 0.9 1.1 0.7 0.8 0.9 1.11.2 1.3 1.4 1.6 3.2 1.5 1.3 1.2 1.1 1.0 0.9 1.0 1.1 1.7 1.7 1.1 0.90.9 1.0 1.1 2.3 2.5 2.9 3.1 2.9 2.5 1.2 1.1 1.0 0.9 1.0 1.1 1.7 1.21.1 0.9 0.9 1.0 1.1 1.2 1.3 2.9 3.1 2.8 1.3 1.2 1.0 0.9 0.8 0.7 0.60.9 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.71.3 3.6 4.6 4.3 3.9 3.4 3.0 2.7 2.6 2.5 2.5 2.8 3.2 3.9 4.8 5.6 6.31.6 1.9 1.7 1.6 1.4 1.2 1.0 0.8 0.7 0.7 0.8 1.0 1.2 1.4 1.6 1.8 2.02.3 2.5 2.8 3.1 3.0 3.0 2.7 2.4 2.1 1.9 1.7 1.6 1.7 1.7 1.7 1.7 1.61.7 1.9 2.1 2.4 2.6 3.0 3.0 3.0 2.6 2.4 2.1 1.9 1.7 1.6 1.7 1.8 1.71.7 1.6 1.7 1.9 2.1 2.4 2.7 3.0 2.9 3.0 2.6 2.4 2.1 1.8 1.5 1.3 1.10.9 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.5 0.81.4 4.0 5.3 4.6 4.1 3.6 3.1 2.8 2.6 2.6 2.6 2.9 3.5 4.2 5.2 6.1 7.41.5 1.7 1.6 1.4 1.3 1.1 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.22.5 2.8 3.0 2.9 2.8 2.8 2.8 2.6 2.3 2.0 1.8 1.8 1.8 1.8 1.8 1.8 1.81.8 2.0 2.3 2.6 2.8 2.8 2.7 2.8 2.8 2.6 2.3 2.0 1.8 1.8 1.8 1.8 1.81.8 1.8 1.9 2.0 2.3 2.6 2.8 2.7 2.7 2.8 2.8 2.6 2.2 1.9 1.6 1.4 1.21.0 0.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.5 0.81.5 3.9 5.4 4.6 4.1 3.6 3.1 2.8 2.7 2.7 2.8 3.1 3.6 4.4 5.3 6.2 6.71.8 1.8 1.6 1.4 1.2 1.0 1.0 0.9 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.2 2.42.7 2.9 3.0 2.9 2.8 2.8 2.8 2.6 2.4 2.1 2.0 1.9 1.9 1.9 1.9 1.9 1.92.0 2.1 2.4 2.7 2.8 2.8 2.7 2.8 2.8 2.7 2.4 2.1 2.0 1.9 1.9 1.9 1.91.9 1.9 2.0 2.1 2.4 2.6 2.8 2.7 2.6 2.7 2.7 2.6 2.3 2.0 1.7 1.5 1.21.0 0.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.71.3 3.7 4.7 4.3 3.9 3.4 3.0 2.7 2.7 2.7 2.9 3.2 3.7 4.3 5.0 5.5 5.52.4 2.1 1.7 1.4 1.2 1.1 1.0 1.1 1.1 1.3 1.5 1.6 1.8 2.0 2.2 2.4 2.62.7 2.9 2.9 2.9 2.8 2.7 2.7 2.6 2.4 2.2 2.1 2.0 2.0 2.0 2.0 2.0 2.02.1 2.2 2.4 2.6 2.7 2.7 2.7 2.7 2.7 2.6 2.4 2.2 2.1 2.1 2.0 2.0 2.02.0 2.0 2.1 2.2 2.3 2.6 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.0 1.8 1.5 1.31.1 0.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.51.1 2.9 3.8 3.7 3.4 3.0 2.7 2.6 2.6 2.7 2.9 3.2 3.6 4.1 4.5 4.8 4.73.1 2.5 1.9 1.5 1.2 1.2 1.1 1.2 1.3 1.5 1.7 1.8 2.0 2.2 2.4 2.5 2.62.8 2.9 2.9 2.8 2.8 2.7 2.6 2.5 2.3 2.2 2.1 2.1 2.1 2.1 2.1 2.1 2.12.1 2.2 2.3 2.5 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.2 2.1 2.1 2.1 2.1 2.12.1 2.1 2.1 2.2 2.3 2.4 2.5 2.6 2.6 2.5 2.5 2.4 2.2 2.0 1.8 1.6 1.31.1 0.9 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.3 0.40.8 2.2 3.1 3.0 2.8 2.6 2.4 2.4 2.5 2.7 2.9 3.2 3.6 4.0 4.3 4.5 4.23.6 2.9 2.1 1.6 1.4 1.3 1.3 1.4 1.5 1.6 1.9 2.0 2.2 2.4 2.5 2.6 2.72.8 2.9 2.8 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.1 2.1 2.2 2.1 2.12.1 2.2 2.3 2.4 2.5 2.5 2.5 2.5 2.5 2.4 2.3 2.2 2.2 2.1 2.1 2.2 2.22.1 2.1 2.1 2.2 2.3 2.4 2.4 2.5 2.5 2.5 2.4 2.3 2.2 2.0 1.8 1.6 1.31.1 0.9 0.7 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.30.6 1.5 2.3 2.4 2.3 2.2 2.2 2.2 2.4 2.6 2.8 3.1 3.5 4.0 4.3 4.6 4.43.8 3.1 2.2 1.7 1.5 1.4 1.5 1.5 1.7 1.8 2.0 2.3 2.4 2.5 2.6 2.7 2.82.9 2.9 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.1 2.2 2.2 2.1 2.12.1 2.2 2.3 2.4 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.2 2.2 2.1 2.1 2.2 2.22.1 2.1 2.1 2.2 2.3 2.3 2.4 2.5 2.5 2.5 2.4 2.3 2.2 2.0 1.8 1.6 1.31.1 0.9 0.7 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.20.4 1.1 1.7 1.9 1.9 1.9 1.9 2.1 2.2 2.4 2.7 3.1 3.6 4.1 4.7 5.2 5.13.8 3.1 2.3 1.8 1.6 1.6 1.7 1.8 1.9 2.0 2.3 2.4 2.6 2.7 2.8 2.8 2.93.0 3.0 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.1 2.1 2.1 2.1 2.12.1 2.2 2.3 2.4 2.5 2.5 2.6 2.5 2.5 2.4 2.3 2.2 2.1 2.1 2.1 2.1 2.12.1 2.1 2.1 2.2 2.3 2.4 2.5 2.5 2.5 2.5 2.4 2.3 2.2 2.0 1.8 1.6 1.31.1 0.9 0.7 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.20.3 0.8 1.3 1.6 1.6 1.6 1.7 1.9 2.1 2.3 2.6 2.9 3.5 4.2 5.1 5.9 6.23.4 2.8 2.2 1.8 1.8 1.8 1.9 2.0 2.1 2.3 2.5 2.7 2.8 2.8 2.9 2.9 3.03.1 3.1 3.1 3.0 2.8 2.7 2.6 2.5 2.4 2.2 2.1 2.1 2.1 2.1 2.1 2.1 2.12.1 2.2 2.3 2.5 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.2 2.1 2.1 2.1 2.1 2.12.1 2.1 2.1 2.2 2.3 2.5 2.5 2.6 2.6 2.6 2.5 2.4 2.2 2.0 1.8 1.5 1.31.1 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.10.3 0.6 1.0 1.3 1.4 1.5 1.6 1.7 1.9 2.1 2.4 2.7 3.3 4.1 5.1 6.1 7.22.7 2.4 2.0 1.9 1.9 2.0 2.2 2.3 2.3 2.5 2.8 3.0 3.0 3.0 3.0 3.0 3.13.2 3.3 3.3 3.1 2.9 2.8 2.8 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2.22.2 2.2 2.2 2.2 2.3 2.3 2.2 2.1 2.0 2.0 2.0 2.0 2.0 1.9 2.0 2.1 2.22.2 2.1 1.9 1.7 1.4 1.2 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.5 0.60.7 0.9 1.0 1.2 1.3 1.5 1.7 1.8 1.9 2.0 2.1 2.3 2.4 2.4 2.4 2.3 2.32.4 2.4 2.4 2.4 2.2 2.0 1.9 1.9 1.8 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.41.4 1.4 1.5 1.6 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.4 1.4 1.4 1.41.4 1.4 1.4 1.4 1.5 1.7 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.6 1.4 1.2 1.00.9 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.3 0.40.9 2.1 2.9 2.8 2.6 2.3 2.0 1.8 1.5 1.4 1.2 1.1 1.2 1.3 1.4 1.4 1.41.5 1.6 1.7 1.8 1.9 1.9 1.9 1.9 1.9 2.0 2.0 2.0 1.9 1.9 2.0 2.0 2.02.0 2.0 1.9 2.0 2.1 2.1 2.1 2.0 2.0 2.0 2.1 2.1 2.1 2.0 2.0 2.0 2.12.1 2.1 2.0 2.0 2.0 2.1 2.1 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.0 2.0 2.12.2 2.4 2.5 2.6 2.6 2.6 2.5 2.4 2.3 2.1 2.0 2.0 2.1 2.1 2.1 2.1 2.01.9 1.8 1.8 1.8 1.7 1.8 1.9 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.81.9 1.9 1.9 1.8 1.7 1.7 1.8 1.7 1.7 1.7 1.8 1.9 1.9 1.9 1.8 1.7 1.71.7 1.7 1.7 1.8 1.9 1.9 1.9 1.9 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.91.9 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.7 1.7 1.8 1.7 1.6 1.6 1.6 1.61.6 1.5 1.4 1.3 1.2 1.0 0.8 0.5 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.4 0.60.7 0.8 1.0 1.1 1.2 1.3 1.5 1.6 1.6 1.7 1.8 2.0 2.1 2.2 2.2 2.2 2.22.2 2.2 2.1 2.1 1.9 1.8 1.7 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.3 1.4 1.31.3 1.4 1.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.1 1.00.9 0.7 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.51.2 3.0 3.7 3.5 3.2 2.7 2.3 1.9 1.6 1.3 1.2 1.1 1.0 1.1 1.1 1.1 1.11.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.5 1.5 1.5 1.5 1.5 1.51.5 1.5 1.5 1.6 1.6 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.71.7 1.6 1.6 1.5 1.5 1.6 1.6 1.6 1.5 1.6 1.6 1.7 1.7 1.7 1.6 1.6 1.61.7 1.8 1.9 2.0 2.1 2.1 2.0 1.9 1.8 1.7 1.6 1.6 1.7 1.7 1.8 1.7 1.71.6 1.5 1.4 1.4 1.4 1.5 1.5 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.51.6 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.5 1.5 1.4 1.41.4 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.61.6 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.5 1.4 1.3 1.3 1.3 1.31.3 1.2 1.1 1.0 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.50.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.8 1.9 2.0 2.0 2.1 2.12.1 2.0 2.0 1.9 1.7 1.6 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.1 0.90.8 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.71.5 3.8 4.6 4.3 3.8 3.2 2.6 2.1 1.7 1.4 1.1 1.0 0.9 0.9 0.9 0.9 0.90.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.21.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.3 1.3 1.41.4 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.3 1.4 1.4 1.4 1.4 1.41.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.2 1.21.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.11.1 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.21.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.01.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.50.6 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.4 1.5 1.6 1.8 1.9 2.0 2.0 2.02.0 2.0 1.9 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.21.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.3 1.31.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.90.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.91.7 4.3 5.4 4.7 4.1 3.5 2.8 2.2 1.7 1.4 1.1 1.0 0.9 0.8 0.8 0.7 0.70.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.90.9 0.9 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.01.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.21.2 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.21.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.01.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 0.9 1.0 0.9 1.01.0 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.90.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.90.9 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.50.6 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.9 2.0 2.0 2.02.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.90.8 0.7 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.91.7 4.4 5.6 4.8 4.2 3.6 2.9 2.2 1.7 1.4 1.1 0.9 0.8 0.7 0.6 0.6 0.50.5 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.70.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.90.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.01.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.01.0 1.0 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.90.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.80.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.70.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.70.7 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.50.6 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.7 1.8 2.0 2.0 2.12.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 0.90.8 0.6 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.81.6 4.2 5.1 4.7 4.2 3.5 2.8 2.2 1.7 1.3 1.1 0.9 0.8 0.7 0.6 0.5 0.40.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.50.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.80.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.90.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.90.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.80.8 0.8 0.8 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.70.7 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.60.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.60.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.50.6 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.12.0 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.21.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.21.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 0.90.8 0.6 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.61.4 3.5 4.3 4.2 3.9 3.3 2.7 2.1 1.6 1.3 1.0 0.9 0.7 0.6 0.5 0.4 0.30.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.30.4 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.80.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.90.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.90.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.80.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.7 0.70.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.60.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.60.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.50.6 0.7 0.9 1.0 1.1 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.9 2.0 2.0 2.02.0 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.21.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.0 0.90.8 0.7 0.5 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.3 0.51.2 2.8 3.7 3.7 3.5 3.0 2.5 1.9 1.5 1.2 1.0 0.8 0.7 0.6 0.5 0.4 0.30.2 0.2 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 0.30.3 0.4 0.5 0.6 0.7 0.7 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.0 0.9 0.9 0.90.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.0 1.00.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.91.0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.80.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.70.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.70.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.70.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.50.6 0.7 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.4 1.5 1.6 1.8 1.9 2.0 2.0 2.02.0 1.9 1.9 1.7 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.3 1.3 1.21.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.3 1.3 1.31.3 1.3 1.3 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.90.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.3 0.41.0 2.2 3.1 3.2 3.1 2.8 2.3 1.8 1.4 1.1 0.9 0.8 0.7 0.5 0.4 0.3 0.20.2 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 0.2 0.2 0.20.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 1.0 1.00.9 0.9 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.11.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.11.1 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.91.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.80.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.80.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.0 1.0 0.9 0.9 0.8 0.70.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.50.6 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.4 1.5 1.6 1.8 1.9 1.9 2.0 2.1 2.12.1 2.0 1.9 1.9 1.7 1.6 1.5 1.4 1.4 1.3 1.3 1.2 1.2 1.3 1.3 1.3 1.31.2 1.2 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.00.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.40.9 1.9 2.7 3.0 2.9 2.6 2.1 1.6 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.3 0.4 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.11.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.31.2 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.2 1.31.3 1.3 1.2 1.2 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.11.2 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.1 1.0 0.9 0.9 0.9 0.8 0.9 0.9 0.91.0 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.1 1.0 0.9 0.9 0.9 0.80.9 0.9 0.9 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.80.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.50.7 0.8 0.9 1.1 1.2 1.3 1.4 1.6 1.6 1.7 1.8 2.0 2.1 2.1 2.1 2.2 2.22.2 2.2 2.1 2.1 1.9 1.8 1.7 1.6 1.6 1.5 1.3 1.3 1.3 1.3 1.3 1.3 1.31.3 1.3 1.3 1.4 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.3 1.4 1.41.4 1.4 1.3 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.1 1.00.9 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.40.9 1.7 2.6 2.9 2.7 2.4 2.0 1.5 1.1 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.3 0.5 0.6 0.8 0.9 1.0 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.5 1.4 1.21.2 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.51.5 1.3 1.2 1.2 1.1 1.0 1.0 0.9 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.61.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.31.4 1.5 1.6 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.9 0.9 1.0 1.01.1 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 0.9 0.90.9 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.00.8 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.50.7 0.8 1.0 1.2 1.3 1.5 1.7 1.8 1.9 1.9 2.1 2.2 2.4 2.4 2.4 2.3 2.32.3 2.4 2.4 2.3 2.2 2.0 1.9 1.9 1.8 1.6 1.5 1.4 1.3 1.4 1.3 1.3 1.31.3 1.3 1.4 1.6 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.6 1.5 1.4 1.4 1.4 1.41.4 1.4 1.4 1.4 1.5 1.6 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.00.9 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.40.9 1.8 2.6 2.9 2.7 2.3 1.8 1.3 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.3 0.5 0.7 0.8 1.0 1.2 1.3 1.5 1.7 1.8 1.9 2.0 2.0 1.9 1.8 1.6 1.41.3 1.2 1.1 1.1 1.0 1.0 1.1 1.1 1.2 1.4 1.5 1.7 1.8 2.0 2.0 2.0 1.91.8 1.6 1.4 1.3 1.2 1.1 1.1 1.0 1.0 1.1 1.1 1.2 1.4 1.5 1.6 1.8 1.92.0 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.51.6 1.8 1.9 2.0 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.0 1.0 1.11.2 1.3 1.5 1.6 1.8 1.9 2.0 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.1 1.0 1.01.0 1.0 1.1 1.2 1.3 1.5 1.6 1.8 1.9 2.0 2.0 1.9 1.7 1.6 1.4 1.2 1.10.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.50.7 0.9 1.0 1.2 1.4 1.7 1.9 2.1 2.2 2.2 2.4 2.6 2.7 2.7 2.6 2.5 2.52.5 2.6 2.7 2.7 2.5 2.3 2.2 2.2 2.1 1.8 1.6 1.4 1.4 1.4 1.4 1.4 1.41.4 1.4 1.6 1.8 2.0 2.2 2.1 2.1 2.1 2.2 2.1 1.9 1.6 1.5 1.5 1.4 1.41.4 1.4 1.5 1.5 1.6 1.9 2.1 2.2 2.1 2.1 2.1 2.2 2.0 1.8 1.5 1.3 1.10.9 0.8 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.2 0.41.1 2.1 2.8 3.0 2.8 2.2 1.6 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.10.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.20.4 0.5 0.7 0.9 1.1 1.3 1.5 1.7 2.0 2.2 2.4 2.5 2.5 2.4 2.1 1.9 1.61.4 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.4 1.5 1.7 2.0 2.2 2.4 2.5 2.5 2.32.1 1.9 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.42.5 2.5 2.3 2.1 1.9 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.2 1.3 1.5 1.72.0 2.2 2.4 2.5 2.5 2.3 2.1 1.9 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.21.3 1.5 1.7 2.0 2.2 2.4 2.5 2.5 2.3 2.1 1.9 1.6 1.4 1.3 1.2 1.1 1.11.1 1.1 1.2 1.3 1.5 1.7 2.0 2.2 2.4 2.5 2.5 2.3 2.1 1.8 1.6 1.4 1.21.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.60.7 0.9 1.1 1.3 1.5 1.8 2.1 2.4 2.5 2.5 2.6 2.9 3.0 2.9 2.7 2.6 2.62.7 2.8 3.0 3.0 2.8 2.6 2.5 2.5 2.3 2.0 1.7 1.5 1.4 1.4 1.4 1.4 1.41.4 1.5 1.6 1.9 2.2 2.5 2.4 2.4 2.4 2.5 2.3 2.0 1.7 1.6 1.5 1.5 1.51.5 1.5 1.5 1.6 1.7 2.0 2.3 2.5 2.4 2.4 2.4 2.5 2.2 1.9 1.6 1.3 1.11.0 0.8 0.6 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.2 0.3 0.51.3 2.5 3.2 3.2 2.8 2.1 1.5 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.10.1 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 0.20.4 0.5 0.7 0.9 1.1 1.4 1.6 1.9 2.3 2.7 3.0 3.1 3.1 2.9 2.5 2.1 1.81.6 1.4 1.2 1.2 1.2 1.1 1.2 1.3 1.4 1.7 2.0 2.3 2.7 3.0 3.1 3.1 2.92.5 2.1 1.8 1.6 1.3 1.2 1.2 1.1 1.1 1.2 1.3 1.4 1.7 2.0 2.3 2.7 3.03.1 3.1 2.9 2.5 2.1 1.8 1.6 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.7 2.02.3 2.7 3.0 3.1 3.1 2.9 2.5 2.1 1.8 1.6 1.3 1.2 1.1 1.1 1.1 1.2 1.31.4 1.7 2.0 2.3 2.7 3.0 3.1 3.1 2.9 2.5 2.1 1.8 1.6 1.3 1.2 1.1 1.11.1 1.2 1.3 1.4 1.7 1.9 2.3 2.7 3.0 3.1 3.1 2.9 2.5 2.1 1.8 1.5 1.21.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.60.7 0.9 1.1 1.3 1.5 1.8 2.1 2.4 2.6 2.7 2.9 3.0 3.1 2.9 2.8 2.7 2.72.7 2.9 3.0 3.1 3.0 2.8 2.7 2.6 2.3 2.0 1.7 1.5 1.4 1.4 1.5 1.5 1.41.4 1.5 1.7 1.9 2.2 2.5 2.7 2.7 2.7 2.6 2.3 2.0 1.8 1.6 1.5 1.5 1.51.5 1.5 1.5 1.6 1.7 2.0 2.3 2.6 2.7 2.7 2.7 2.5 2.2 1.9 1.6 1.4 1.21.0 0.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 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 0.3 0.51.6 3.2 3.7 3.4 2.8 2.0 1.2 0.7 0.5 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.10.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.20.3 0.5 0.7 1.0 1.2 1.4 1.8 2.2 2.7 3.2 3.6 3.8 3.7 3.5 3.0 2.4 2.01.6 1.4 1.2 1.2 1.1 1.1 1.2 1.3 1.5 1.8 2.2 2.7 3.2 3.6 3.8 3.7 3.53.0 2.4 2.0 1.6 1.4 1.2 1.2 1.1 1.1 1.2 1.3 1.5 1.8 2.2 2.7 3.2 3.63.8 3.7 3.5 3.0 2.4 2.0 1.6 1.4 1.2 1.1 1.1 1.1 1.2 1.3 1.5 1.8 2.22.7 3.2 3.6 3.8 3.7 3.5 3.0 2.4 2.0 1.6 1.4 1.2 1.1 1.1 1.1 1.2 1.31.5 1.8 2.2 2.7 3.2 3.6 3.8 3.7 3.5 3.0 2.4 2.0 1.6 1.4 1.2 1.1 1.11.1 1.2 1.3 1.5 1.8 2.2 2.7 3.2 3.6 3.8 3.7 3.5 3.0 2.4 2.0 1.6 1.31.1 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.60.8 0.9 1.1 1.3 1.6 1.8 2.1 2.4 2.7 3.1 3.2 3.0 3.0 2.9 2.8 2.7 2.72.8 2.8 2.9 3.0 3.1 3.2 2.9 2.5 2.2 1.9 1.7 1.5 1.4 1.4 1.5 1.5 1.41.4 1.5 1.7 1.9 2.2 2.4 2.8 3.1 2.9 2.5 2.3 2.0 1.7 1.6 1.5 1.5 1.61.6 1.5 1.5 1.6 1.7 2.0 2.2 2.5 2.9 3.1 2.8 2.5 2.2 1.9 1.6 1.4 1.21.0 0.8 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 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.72.0 4.1 4.4 3.8 2.8 1.9 1.1 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.10.1 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 0.1 0.1 0.20.3 0.5 0.7 0.9 1.2 1.5 1.9 2.3 2.9 3.6 4.2 4.4 4.3 4.0 3.3 2.7 2.11.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.6 1.9 2.3 2.9 3.6 4.2 4.4 4.3 4.03.3 2.6 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.6 1.9 2.3 2.9 3.6 4.24.4 4.3 4.0 3.3 2.6 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.5 1.9 2.32.9 3.6 4.2 4.4 4.3 4.0 3.3 2.6 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.31.5 1.9 2.3 2.9 3.6 4.2 4.4 4.3 4.0 3.3 2.6 2.1 1.7 1.4 1.2 1.1 1.01.0 1.1 1.3 1.5 1.9 2.3 2.9 3.6 4.2 4.4 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 fc1 fc0.5 fc0.2 fc10 fcNORTH PARKING LOTPARKING LOTYARD ENTRANCEYARD ENTRANCE_1TRUCK YARDDOCK TYPICAL K:\017977-000\Admin\Docs\Planning Commision Review\2021.09.22 - Preliminary Memo.docx Memorandum To: Anthony Nemcek, Senior Planner CC: Adam Kienberger, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: September 22, 2021 Re: Rich Valley First Addition Plat Review Site Development Plan Review Grading and Drainage Plan Review Utility Plan Review WSB File No 017977-000 SUBMITTAL: A Final Plat, Site Development Plans and construction plans for Rich Valley First Addition have been submitted. They were prepared by Kimley-Horn and Associates, Inc. of St Paul for Scannell Properties of Wayzata, Minnesota. Engineering review comments were generated from the following documents dated 8-31-2021, consisting of: ▪ Demo Plan ▪ Erosion and Sediment Control Plan ▪ Site Plan ▪ Grading Plan ▪ Utility Plan ▪ Connection Road Construction plan and profile ▪ Final Plat & ALTA Survey GENERAL COMMENTS – ALTA SURVEY AND FINAL PLAT Rich Valley First Addition is the redevelopment of Rich Valley Golf Course which is located north of 145th Street, east of TH 52 and Conley Avenue, South of 140th Street and west of Great River Energy property. The site is roughly 160 acres which is being platted as a single lot and two outlots. The project also includes the extension of trunk watermain within 140th Street and the Connection Road, trunk sanitary sewer along these same routes and the construction of a minor collector street labeled Connection Road between 145th Street and 140th Street. 1. The development Fees are indicated below based on the 2021 Schedule of Rates and Fees. Fees are due with the final plat and subdivision (development) agreement. ▪ Sanitary Sewer Trunk Charge: $1075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/ net developable acre Anthony Nemcek September 22, 2021 Page 2 K:\017977-000\Admin\Docs\Planning Commision Review\2021.09.22 - Preliminary Memo.docx The Alta Survey identifies drainage and utility easements extending across the parent parcel from west to east. The easements are located over an existing drainageway and ponding areas. The drainage way will be reconfigured with the grading of the site and development of lot 1, block 1. 2. These existing drainage and utility easements must be vacated with the final platting of Rich Valley First Addition. 3. Runoff from west of the parent parcel extends into the site within lot 1 and is conveyed by storm sewer to a forebay and infiltration area. This ponding area also collects runoff from lot 1, block 1, the outlots, and the Connection Road. This central ponding area at the south end of lot 1, block 1 will be a public facility for maintenance purposes. Drainage and utility easement and an access easement to these storm water facilities must be dedicated on the final plat. SITE PLAN Lot 1, Block 1 has a 548,000 square foot building located in the northerly portion of the lot. The proposed site plan identifies two access points into Lot 1, block 1. The truck access point is in the north west corner of the site connecting to 140th Street. Access and egress from this location will utilize 140th Street to Conley Street to 145th Street (CSAH 42) and then TH 52. The proximity of Conley Street to TH 52 was addressed in the AUAR and commented by MnDOT in their review. An alternative route is for traffic to go east on 140th Street to the proposed Connection Road, south on the Connection Road to 145th Avenue (CSAH 42) and then west to TH 52. A second driveway located along the proposed Connection Road extends to the employee parking lot which contains 978 parking stalls. Access and egress from this driveway is provided by the Connection Road to 145th Street (CSAH 42). Trailer parking is provided along the north, west and southerly sides of the proposed building. A vehicle maintenance building is in the southwesterly portion of Lot 1 within the trailer parking area. The following items need to be clarified on the plan. 4. Identify the driveway radii extending from 140th Street. GRADING AND EROSION CONTOL Slopes grade away from the building in all directions in lot 1. Runoff from the lot is conveyed to four forebays (NURP ponds) which adjoin two infiltration areas. Runoff from the northside of the building is treated by storm water facilities on the north side of the lot and runoff from the east, south and west sides of the building is treated by ponding areas to the south and east of the building. The largest surface water management area extends across the southern portion of the lot. This ponding area includes 3 forebays and a large infiltration area connecting the forebays. The two outlots on the south end of the parent parcel have their runoff conveyed by storm sewer to the south easterly forebay in lot 1. The storm water management review will have additional comments regarding the grading, ponding areas and storm sewer design. Following are items noted from the plan. 5. Storm sewer outfalls must have riprap extended from the FES to the bottom of the forebay. 6. Several large diameter storm sewer runs have only one location identified for inlet into the pipe. There appears to be an inlet capacity issue for these storm sewer runs. Inlet structure design needs to be reviewed and detailed. 7. The proposed storm sewer collecting runoff form off site on the west edge of the plat (STR-173) needs to be redesigned. Anthony Nemcek September 22, 2021 Page 3 K:\017977-000\Admin\Docs\Planning Commision Review\2021.09.22 - Preliminary Memo.docx 8. Storm sewer pipe sizes within the outlots is identified as an unusual pipe size, please review. 9. A 100-year overflow pipe and structure is required to outlet the infiltration ponding area across the Connection Street to the east. 10. Grading adjacent to or within County Highway Right of Way must be reviewed by the County. Roadside slopes within the County Right of Way must not exceed 1:4. 11. Grading adjacent to the proposed Connection Street must extend from the Right of Way line. The Connection Road typical section must have a 4% slope towards the curb line from the Right of Way line. 12. Maximum slope grades must be 1:4. UTILITY PLAN Public sanitary sewer and water service to serve the site is identified to extend from proposed utilities in the Connection Road. Sanitary sewer is identified to extend along the southerly side of the proposed building, watermain is identified to extend from the Connection Road, loop around the building and connect back to the public watermain within the Connection Road. The utility extensions into the site are private facilities. 13. The watermain pipe size needs to be identified. 14. Hydrant spacing and locations must be reviewed by the Fire Marshall. 15. The grades identified for the sanitary sewer extension are below minimum. Alternative alignment or design may be necessary to serve the buildings within lot 1. CONNECTION ROAD PLAN The Connection Road extends between 145th Street (CSAH 42) and 140th Street along the easterly plat line of Rich Valley First Addition. The street is a minor collector road in the City’s transportation system which has a 40-foot width within an 80 foot Right of Way. The street does not include pedestrian facilities but must be graded to allow for pedestrian facilities in the future. The Connection Road plans were reviewed with these comments. 16. Sheet 1 of 26 – The design speed for the Connection Road needs to be 40 MPH. 17. Sheet 2 – The typical section for the Connection Road must have a two-foot subgrade section of select granular material. The typical section must show the slope in back of curb to be 4% towards the curb and then slope to tie into existing. 18. Sheets 3,4,5,6 – The proposed watermain must be 12 inches. Show watermain and sanitary sewer (by others) in the profile view. 19. Sheets 3,4,6 – Show the sewer and water service locations to Rich Valley First Addition. 20. Sheets 3,4,5,6 – Coordinate with City to locate watermain stubs to the east. 21. Sheet 5 – Show 100-year outfall for the ponding area in Rich Valley First Addition. 22. Sheets 8,9,10,11 – Work within County Right of Way must be reviewed by Dakota County. 23. Sheets 8,9,10,11 – The 16-inch watermain extension needs to be extended beyond the turn lane construction so it is not under the roadway. 24. Sheet 12 – The proposed watermain extension must be shown in profile. Identify how the existing 4-inch watermain will be abandoned. 25. Sheet 12 – The private service connections to the south may not be needed if the buildings are abandoned prior to the watermain extension. 26. Sheet 13 - There are two water services extending north from the existing 4-inch watermain that will require connection to the 16-inch watermain. 27. Sheet 12,13 – Show the proposed sanitary sewer (by others) in profile. Anthony Nemcek September 22, 2021 Page 4 K:\017977-000\Admin\Docs\Planning Commision Review\2021.09.22 - Preliminary Memo.docx 28. Sheet 13 – Extend the 16-inch watermain east and connect with the existing 12-inch watermain at 230+XX. SURFACE WATER MANAGEMENT The plans for Rich Valley First Addition are being reviewed for surface water management, erosion and sediment control and for storm sewer pipe sizing. These review comments will be forwarded in a separate memo. Rich Valley First Addition will be subject to the review comments included in the surface water management review. MEMORANDUM To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner From: Dan Schultz, Parks and Recreation Director Date: September 22, 2021 Subject: Scannell Development The Parks and Recreation Department recently reviewed the plans for the Scannell Development east of Highway 52. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Parks Dedication The parks dedication requirement for an industrial development is either a 10% of the total property area, a cash dedication in-lieu of land or combination of the two. Staff is recommending that the City collect cash in-lieu of land for the development that is currently being processed. The cash dedication for the 86.27 acre development $431,350 (8.627 acres x $50,000 per acre). Please let me know if you have any questions about this memo. MEMORANDUM To: Anthony Nemcek, Senior City Planner Adam Kienberger, Community Development Director From: Rick Chase, Building Official/Fire Marshal Date: September 22, 2021 Subject: Scannell Project The following comments are provided based on preliminary site plan review. • Fire hydrant loop required, loop not allowed to supply fire pump. • Hydrants required to be located 60’ from structure. • Hydrants spacing required in accordance with the Minnesota State Fire Code. • Fire apparatus access roads shall be 60’ from structure. • Add turn radius fire apparatus Commander to site plan. Contact Fire Marshal for dimensions. • All access service doors around building required to be numbered. Sincerely, Rick Chase Building Official/Fire Marshal