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CAS-01_MISSION HILLS 3RD ADDITION FINAL PLAT FILE 2 OF 2CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO.622 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CFrY'S ZONING ORDINANCE, BY AMENDING A PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Mission Hills Planned Unit Development Design Standards in its entirety as follows: Mission Hills Zoning Standards a. Intent The purpose of this zone is to create a PUD neighborhood commercial/mixed density housing zone. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. Except as modified by the Mission Hills standards below, the mixed density housing development shall comply with the requirements of the R-8, Mixed Medium Density District. Except as modified by the Mission Hills standards below, the commercial development shall comply with the Neighborhood Business District, BN. Lot 1, Block 1, Mission Hills 3'a Addition shall comply with the R-12, High Density District. b. Permitted Uses The permitted uses within the development shall include the following: Single Family Residential Medium Density Residential High Density Residential with a Child Daycare Center C. Setbacks In the PUD standards, the building setback for commercial is 50 feet from any public right-of- way. The High Density parking setback shall be 35 feet from any public right-of-way and/ or interior property line. There shall be a buffer separating the residential portion from the High Density portion of the site. This buffer shall be in the form of a berm and landscaping. The following setbacks shall be observed: 1 Commercial Residential Residential Commercial Street High Density Medium Density Parking Parking Building Setback* Building Setback Setback Setback* Highway 101 * 50' 20' Highway 212 * 50, 20' West 86'b Street * 30' 20' O'(from commercial) 0' (from commercial) Interior Lot Lines 50' from residential O' U' 35' from residential * Setbacks shall be established pursuant to section 20-505 of the Chanhassen City Code. d. Development Standards Tabulation Box Minimum Lot Size multi -family units: Mission Hills: As approved on October 24,1994 in the Plat of Mission Hills; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 9'h Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 10's Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8, l to Supplemental filed May 7, 1996; and Mission Hills Villas, A Condominium, Common Interest Community No. 8, 12`s Supplemental filed May 20, 1996; Mission Hills 2' Addition: Mission Hills 3' Addition: Area: 2,100 square feet Width: 46 feet Depth: 47 feet Area: 376,358.4 square feet Width: 480 feet Depth: 620 feet BLOCK USE Net Lot Density Hard Surface Area Coverage Mission Hills 3'a 152 Multi -Family Units/Child Daycare 8.64 acres 17.5 50% Addition Center Block 1, Mission Hills 138 Multi -Family 18 acres 7.66 37% Units Block 4 Mission Hills 1 56 Multi -Family Units 1 8.92 acres 1 6.28 1 43.2% RESIDENTIAL Building exterior material shall be a combination of prepainted 5-inch aluminum siding and brick. 2. Arched transoms and soffit returns shall be used over the entries of the one-story units and horizontal transom windows over the 2 story windows. Introduce some variation among the buildings through the shape of windows, adding louvers, shifting entry ways, and adding dormers. 2 3. Colors used shall be earth tones such as soft gray, creamy white, pearl gray, shell white, etc.). 4. Each unit shall have a minimum of one overstory tree within its front yard. 5. All units shall have access onto an interior street and not 86th Street. 6. The apartment building located on Lot 1, Block 1, Mission Hills 3'd Addition shall: a. Have pronounced entrance. b. Insure that all foundation walls are screened by landscaping or retaining walls. c. Have materials which include masonry, painted siding, and exterior finish and insulation system (E.I.F.S.) and the structures will have sloped shingle roofs. All elevations that can be viewed by the public have received equal attention. e. Site Landscaping and Screening The planting plans prepared for the site are intended to create a strong sense of street tree plantings using overstory deciduous trees such as Summit Ash, Linden, and Sugar Maple. Highways 101 and 212 will be buffered with a combination of overstory evergreen trees and ornamental deciduous trees. The outdoor private living areas will be buffered with the use of evergreen trees. The wetland will be highlighted with the introduction of native wetland species. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. Berms of 2 to 3 feet high shall be added along the Highway 101 and 212 right-of-way. These berms shall be seeded and/or sodded and bushes and trees shall be planted on them. All disturbed areas within the single family lots shall be seeded and/or sodded. Two trees with a minimum of a 2'/2 inch caliper shall be planted within the front yard setback. These two trees shall consist of one overstory evergreen tree and one ornamental deciduous tree. 1. All open spaces and non -parking lot surfaces (outlot) shall be landscaped, or covered with plantings and/or lawn material. 2. Outdoor storage is prohibited. 3. Loading areas shall be screened from public right-of-ways. Wing wall may be required where deemed appropriate. 4. The Outlot shall be seeded and maintained in a weed free condition in all areas proposed for future development. E Signage One monument sign along Great Plains Boulevard shall be permitted for Lot 1, Block 1, Mission Hills 3'a Addition. 1. Monument signage shall be subject to the monument standards in the sign ordinance. 0 4 2. Wall signs are permitted on no more than two street frontages. The total of each wall mounted sign display areas shall not exceed 24 square feet. 3. All signs require a separate permit. 4. The signage will have consistency throughout the development and shall tie the building materials to be consistent with the signs. Signs shall be an architectural feature, they shall not be solely mounted on a pole of a foundation. 5. Consistency in signage shall relate to color, size, materials, and heights. 6. No illuminated signs within Lot 1, Block 1, Mission Hills 31 Addition maybe viewed from the residential section of the PUD. 7. Only back -lit individual letter signs are permitted. 8. Individual letters may not exceed three feet in height. 9. Only the name and logo of the business occupying the unit will be permitted on the sign. RESIDENTIAL One monument identification sign shall be permitted for the residential development. The sign may not exceed 24 square feet in area and 5 feet in height. g. Lighting 1. All light fixtures shall be shielded high-pressure sodium or LED fixtures. Light level for site lighting shall be no more than one-half foot candle at the property line. This does not apply to street lighting. The maximum height of a residential street light shall not exceed 15 feet. Light fixtures within Lot 1, Block 1, Mission Hills and Addition shall not exceed 25 feet. 2. Glare, whether direct or reflected, as differentiated from general illumination shall not be visible beyond the limits of the site from which it originates. 3. Lights shall be on a photoelectric cell to turn them on and off automatically as activated by yearly conditions. PASSED AND ADOPTED this 8 b day of May, 2017, by the City Council of the City of Chanhassen, Minnesota te W110 Y/_ f _Z� Todd Gerhardt, City Manager Denny ufenburger, Ma or (Published in the Chanhassen Villager on September 21, 2017) 4 CITY OF CBANHhS3EN 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone:952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.2271400 Fax:952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax:952.227.1310 Senior Center Phone:952.227.1125 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: February 22, 2016 U� SUBJ: Mission Hills 3' Addition Approval of Final Plat, Development Contract, and Construction Plans Planning Case 2015-01 PROPOSED MOTIONS "The Chanhassen City Council grants approval of the final plat for Mission Hills 3'd Addition as shown in plans dated received January 22, 2016 subject to the conditions of approval in the staff report; and The Chanhassen City Council grants approval of the development contract for Mission Hills Yd Addition; and The Chanhassen City Council grants approval of the construction plans for Mission Hills Yd Addition." Approval requires a simple majority vote of City Council present. PROPOSAL SUMMARY Final Plat approval to replat 8.64 Acres into a lot one lot, located North of Highway 212, east of Great Plains Boulevard and southwest of 86' Street. The site is zoned Planned Unit Development -Mixed Use. Sewer and water are available to the site. Access to the parcel will be gained off of 86 h Street. BACKGROUND On February 23, 2015, the Chanhassen City Council adopted the following motion: Website Subdivision www.ci.chanhassen.mn.us "The City Council approves the preliminary plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills Yd Addition, as shown in plans dated received SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Mission Hills 31 Addition February 22, 2016 Page 2 December 22, 2014, including the attached Findings of Fact and Recommendation, subject to the following conditions: Park and Trail Conditions Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Lot 1, Block 1, Mission Hills and Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling and $5,000 per twin home dwelling, the total park fees will be $599,200. Finding: This condition has been modified to read as follows: "Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800." Unit Type No. of Units Amount Total Independent Apartments 66 $3,800/unit $250,800 Assisted Living Apartments 54 $500/bed $27,000 Memory Care Apartments 14 $500/bed $7,000 Rental Twin Homes 9 $5,000/side $90,000 Total $374,800 Engineering Conditions: 1. The estimated Surface Water Utility fees are $108,921.60. These shall be due with the final plat. Finding: This condition has been amended to read as follows: The Surface Water Utility fees are $108,921.60. These shall be due with the final plat. 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. Finding: This condition still applies. 3. The applicant must enter into a maintenance agreement with the City and record that agreement against the property. Finding: This condition has been amended to read as follows: The applicant must enter into a maintenance agreement with the City or Watershed District and record that agreement against the property. Todd Gerhardt Mission Hills 3rd Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 3 of 13 The final plat contains one lot which is consistent with the preliminary plat. FINAL PLAT The applicant is requesting final plat approval to replat 8.64 Acres into one lot. Lot 1 is proposed to house a senior living apartment building and eight townhouses. The site is zoned Planned Unit Development -Mixed Use District and is located north of Highway 212, east of Great Plains Boulevard and southwest of 861b Street. Sewer and water are available to the site. Access to the parcel will be gained off of 86' Street. N a A,OCa9O V- hLL8 " ADD1770JV M rr-r• '�nS�pP\\O ��.i ��inr a�'�-. �.��r.-r �.-. w.-..r�r r ' 0-1 \ --- %.. Lot 1 Block 1 '` Mission' -- -- ( Hills 3rd c _ Addition . J ` r erne The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." The lot has street frontage. Access to the lot is gained from a curb cut off of 86d' Street. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. Todd Gerhardt Mission Hills 3' Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 4 of 13 SITE CONSTRAINTS Wetland Protection The City of Chanhassen Wetland Inventory and the National Wetland Inventory do not indicate the presence of any wetlands on the subject property. A review of historic aerial photographs and on -site observations supports the conclusion that there are no wetlands on the subject property Bluff Protection There are no bluffs on the property. Shoreland Management A significant portion of the subject property lies within the shoreland district for Lake Susan. The development will need to meet the PUD requirements for the DNR shoreland rules. This includes having a minimum of 50% preserved as green space; they are proposing just over 53% In addition, they must meet the minimum standards for stormwater management and erosion prevention. They have provided a stormwater management plan and an erosion prevention and sediment control plan. By meeting the requirements of the City and the Watershed District the applicant will have satisfied the DNR standards. Floodplain Overlay This property does not lie within a floodplain. Bluff Creek Overlay This property does not lie within the Bluff Creek Overlay District. SITE GRADING: DRAINAGE Currently the site has three drainage areas. The majority of the site either drains north to 86`s Street West or south to the Right -of -Way for MN T.H. 212. Approximately 16% of the site drains to the east to Mission Hills with much of this watershed making it to a storm water pond located at the intersection of Mission Hills Way and 86' Street West. Under the proposed condition the site is divided into seven drainage areas that will leave the site at four distinct locations. A majority of the site will be treated and discharged to the existing storm sewer either at the intersection of Great Plains Boulevard and 861" Street West or to the storm system in the SW corner of the site that goes under Great Plains Boulevard and discharges onto 8601 Great Plains Boulevard. The applicant has revised the storm water management design so that discharge rates do not increase from existing rates at any discharge point form the site under all required storm designs. The proposed plan provides for on -site treatment for all but approximately one acre of the site. This acre is comprised almost entirely of open space with about 3,700 square feet of roof and will be directed towards one of two off -site treatment areas. Any discharge to MN/DOT or work within their right-of-way will require their approval. Todd Gerhardt Mission Hills 3'd Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 5 of 13 SITE GRADING: EROSION PREVENTION AND SEDIMENT CONTROL An erosion control plan consistent with Section 19-145 of city code will be required. This development exceeds the threshold for the NPDES Construction Permit. A Surface Water Pollution Prevention Plan (SWPPP) will be required for review and approval. Many of the elements required in the SWPPP have been included in the Grading, Drainage and Erosion Control Plan sheet C 100. The City has checklist of required SWPPP elements. This checklist will be made available to the applicant and the consulting engineer for use in their preparation of the SWPPP. The SWPPP will be required with the final plat and prior to any earth disturbing activities. The NPDES construction permit must be granted to the applicant prior to any earth disturbing activities. RETAINING WALLS The developer is proposing two retaining walls along the south of the proposed, main building and one retaining wall near the north property line. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. Any wall taller than 4 feet must be designed by a professional engineer licensed in the state of Minnesota. The southeastern wall is approximately 180 feet long, with a maximum height of approximately 8 feet. It runs parallel to the walkway around the southeastern side of the main building. The top and bottom wall elevations must be revised to correspond with the proposed contours. The southwestern wall is approximately 200 feet long, with a maximum height of approximately 13 feet. It wraps around the walkway on the southwest side of the proposed main building. The plans shall label the top and bottom elevations of this wall. This wall must include a fence or other barrier to provide separation from the nearby walkway. The northern retaining wall is approximately 190 feet long with a maximum height of approximately 5 feet. This wall wraps around the northern most twin home, running between the home and Infiltration Basin #5. ram:" y 3 OIL j-111 The developer commissioned a traffic study to determine what impacts the proposed development would create compared with not developing the land. The results of the study show that the intersections of CSAH 101 and Lake Susan Drive, CSAH 101 and West 86'h Street, and West 86'h Street and Mission Hills Drive would have a negligible change in Level of Service and all the studied intersections would function at acceptable levels. The City has been contacted by the Mission Hills Gardens Homeowners Association. This HOA is located nearby on the north side of West 86`h Street. The two letters staff has received are included in this report. From these letters and a discussion with their Vice -President, the HOA's Todd Gerhardt Mission Hills 3" a Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 6 of 13 main concern is with, not an increase in delay from traffic, but the safety of the left turn from West 86m Street onto CSAH 101, intersection design as it exists today. CSAH 101 is a county road, for that reason Carver County has jurisdiction over any changes to the intersection of CSAH 101 and West 861s Street. City staff has contacted the County to notify them of the residents' concern in the area. From MnDOT crash data, there has not been a reported accident at the intersection of CSAH 101 & West 86a' Street within the past 5 years, therefore, it may not be a high priority for a County safety improvement project. Staff also received notice that residents were concerned about the visibility around West 86a' Street curves when cars are parked on that street. The developer's traffic engineer indicated that the proposed development is not expected to generate additional parking on West 8e Street due to three onsite parking lots. Staff has followed up on this issue outside of the development review process. The follow-up resulted City Council approving a "No Parking" ordinance for a portion of West 86a' Street at the February 23, 2015 meeting. STREETS The proposed plan consists of two private streets, Oriole Lane and Oriole Drive, to provide access to the nine twin homes and the main building and parking lots. The developer's engineer must submit documentation that the street pavement meets a 7-ton design. The developer shall incorporate the recommendations from the traffic study into their plan set: • Special consideration should be made to limit any sight distance impacts from future structures, landscaping and signing. • When designing internal traffic controls, incorporate improvements based on guidelines established in the MUTCD. In particular, it is important to identify traffic controls at intersections between internal roadways/driveways to minimize vehicular conflicts and driver confusion. • Review truck turning movements to ensure that large vehicles have adequate accommodations to negotiate internal roadways. • Modify the raised median at the West 86`h StreetiMission Hills Drive intersection and strip West 86's Street to help delineate the travel/turn lanes. PARKING & WALKWAYS The site plan includes two parking lots for the main building and a small parking lot for the twin homes. The parking lot aisle of the twin home is 24 feet wide, either the aisle must be revised to 26 feet, or the parking spaces must be 20 feet long. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. The plan set includes turn movements for a fire truck to navigate the medians for entry access to the main building. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. Todd Gerhardt Mission Hills 3' Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 7 of 13 The plans include sidewalks and trails throughout the property. Trails and sidewalks must be constructed per the standard detail plates. The pedestrian ramps shall meet ADA requirements. WATER MAIN AND SANITARY SEWER MAIN — PRIVATE UTILITIES All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the City's requirements for public utilities. The plans call for 8-inch C900 PVC water main and 8-inch SDR 35 sanitary sewer main to connect to the services stubbed out in the City's pervious utility projects on West 86' Street. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18 inches. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. ASSESSMENTS This property was assessed and has paid in full for property assessments for the projects that constructed water main and sanitary sewer main under West 86s' Street. Currently, no assessments are owed by this property. This parcel has paid the City for one water and sanitary service hook-up. The existing hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. The remaining hook-up fees would be paid with the building permit. The developer shall work with the Building Department to determine the City SAC and WAC fees for the main building. STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." This site will need to be compliant with the City of Chanhassen's MS4 permit. Part III D. 5 requires that new developments with a disturbance equal to, or greater than, one (1) acre must have no net -increase from pre - development conditions of stormwater discharge volume, total suspended solids (TSS) and total phosphorous (TP). The site will also need to be compliant with the NPDES Construction Permit. The site will fall under the jurisdiction of the Riley Purgatory Bluff Creek Watershed District and be subject to their stormwater management rule. This rule requires the abstraction of 1.1 inch of runoff from all new impervious surfaces and removal of 90% TSS and 60% TP. This is the same removal as indicated in Chapter 19 of City Code. Todd Gerhardt Mission Hills 31 Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 8 of 13 The applicant is proposing to use filtration as opposed to infiltration. The applicant has concluded, based upon the geotechnical report, that infiltration is infeasible as the soils are predominately lean clays which have a low infiltration rate. While this is a condition under which infiltration is limited, under the requirements of both the MS4 permit and the watershed district rules, the applicant must implement, to the "maximum extent practicable" volume reduction techniques other than infiltration. Stormwater re -use for irrigation purposes would be a method, preferred by city staff, for reducing runoff volume. Given that as much as 4.5 acres could be irrigated upon final build out, storm water reuse could also result in a significant reduction in potable water use. The applicant must evaluate the feasibility of other volume reducing practices and provide to the city and watershed district for review. The applicant did provide a summary of the outputs from the P8 model they ran to determine water quality benefits of the proposed practices. The overall annual reductions for the proposed features are 98% removal for TSS and 94% removal for TP. This meets the requirements for water quality treatment. The proposed best management practices will be privately owned. However, as these will be routed to the City's storm sewer system it is in the city's interest to assure that these function as designed for their life. It is also required under the city's MS4 permit that we have a mechanism in place to assure proper operations, maintenance and function of the practices. The applicant must provide an operations and maintenance manual to the city for review and comment. An agreement with the watershed district will also be acceptable. The applicant must provide access to city personnel to inspect the practices and to require maintenance in the event it is not being adequately performed. A draft maintenance agreement is included as part of this report. This will be included as part of the development contract. The design should follow the MN Stormwater Manual guidelines and recommendations wherever possible to do so. The applicant shall provide justification for any deviations from the guidelines. For instance, it has been staffs experience that filter socks around drain tile are prone to failure. The Minnesota Stormwater Manual recommends bedding the underdrain in #57 stone and using a choker course above the bedding. All basins must have pretreatment of water prior to entering the feature. For those areas where curb cuts serve as the inlet, rip -rap is an effective energy dissipation method reducing the risk of scour however, it is an ineffective pre-treatment method. The on-line Minnesota Stormwater Manual discusses a variety of pre-treatment methods. The applicant should look to this manual for guidance and select an effective pretreatment based upon the recommendation within the manual. City staff has found pretreatment chambers, such as the Rain GuardianTm to be an effective pretreatment practice for curb cut inlets. In areas where storm water is directed to the basin through a catch basin, a sump manhole, at least three feet in depth should be used. This includes the three (3) CBMH labeled 26 on sheet C200. Storm Water Utility Connection Charges Section 4-30 of code sets out the fees associated with surface water management. A water quality and water quantity fee are collected. These fees are based on land use type and are Todd Gerhardt Mission Hills 31 Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 9 of 13 intended to reflect the fact that the more intense the development type, the greater the degradation of surface water. This fee will is calculate as shown in the table below Per acre rate Acres Totals Water Quality $6,240.00 8.64 $53,913.60 Water Quantity $9,140.00 8.64 $79,969.60 Credit $6,240 0.5 7.68 ($23,961.60) Total due at fmal plat $108,921.60 LANDSCAPING requirements for landscaping include 7508 square feet of landscaped area around the parking lot, two landscape islands or peninsulas, 30 trees for the parking lot, and bufferyard plantings along the property lines. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table. Re wired Proposed Vehicular use landscape area 1 7508 s . ft. >7508 s . ft. Overall trees required for vehicular use area 30 trees 30 trees Landscape islands or peninsulas/parking lot 2 islands/peninsulas 2 islands/ eninsuh The applicant meets minimum requirements for trees and landscaping in the parking lot/vehicular use area. Bufferyard requirements: Required plantings Proposed plantings Bufferyard B —north 5 Overstory trees 4 Overstory trees prop. line, 280' 8 Understory trees 8 Understory trees 14 Shrubs 16 shrubs Bufferyard B — south 5 Overstory trees 5 Overstory trees prop. line, 540' 10 Understory trees 10 Understory trees 20 Shrubs 20 Shrubs Bufferyard A — east prop. 6 Overstory trees 6 Overstory trees Line, 630' 6 Understory trees 6 Understory trees 12 Shrubs 20 Shrubs Bufferyard B — west 20 Overstory trees 21 Overstory trees prop. Line, 1000' 30 Understory trees 16 Understory trees 50 Shrubs 50 Shrubs The applicant does not meet minimum requirements for bufferyard plantings. The north buffer is sufficient since additional plantings would interfere with sightlines at the entrance. The bufferyard along Highway 101 is short on understory trees. Staff recommends that evergreen Todd Gerhardt Mission Hills Yd Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 10 of 13 and ornamental plantings be increased along Highway 101 to provide additional screening for the twin homes at the north end of the project site. COMPLIANCE TABLE Lot Ordinance Requirements Subject Site Lot Coverage 500/0 46.5%* Building Height Ordinance Requirements Subject Site Principal Four-story Four -Story Building Setbacks Ordinance Requirements Subject Site West Front yard 0' 110, South Front yard 0' 25' North Front yard 0' 30' East Rear yard 50' 65' Parking Requirements Ordinance Requirements Subject Site Stalls 169 169 West Front yard setback 35' 35' South Front yard setback 35' 80' North Front yard setback 1 35' 90, East Rear yard setback 50' 120' This property is located within the one-half mile neighborhood park service area for Chanhassen Hills Park. Residents of the Mission Hills Senior Living community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is eight acres in size and features a playground, basketball court, picnic shelter, ballfield, benches and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the one -mile community park service of the new Mission Hills Senior Living housing. These two parks are more robust in their recreation facility offering, including features such as a fishing pier, boat landing, tennis courts, archery range, soccer fields and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. The subject site has convenient access to the public trails along Great Plains Boulevard, the three- mile Rice Marsh Lake Trail Loop, and the lakeside trail route to Lake Susan Park. No additional trail construction is being recommended as a condition of this subdivision. Todd Gerhardt Mission Hills 3' Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 11 of 13 DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $1,028,329.50 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, the installation of streets and utilities, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $495,996.60 City funds are not needed as part of this private development project. Staff recommends that the City Council adopt the following motions: Subdivision "The City Council approves the final plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills 3nd Addition, replatting 8.64 Acres into one lot as shown in plans dated received January 22, 2016, subject to the following conditions: Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800. Unit Type No. of Units Amount Total Apartments 66 $3,800/unit $250,800 -Independent Assisted Living Apartments 54 $500/bed $27,000 Memory Care Apartments 14 $500/bed $7,000 Rental Twin Homes 9 $5,000/side $90,000 Total $374,800 Engineering Conditions: 1. The Surface Water Utility fees are $108,921.60. These shall be due with the final plat. 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. The applicant must enter into a maintenance agreement with the City or Watershed District and record that agreement against the property. Todd Gerhardt Mission Hills Yd Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 12 of 13 4. This parcel has paid the City for one water and sanitary service hook-up. The existing hook- ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. 5. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18 inches. Building Official Conditions: 1. The street name "Oriole," shown on the submitted documents, is not acceptable. Fire Marshall Condition: 1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. DEVELOPMENT CONTRACT "The City Council approves the development contract for Mission Hills 3nd Addition." CONSTRUCTION PLANS "The City Council approves the construction plans dated received January 22, 2016 for Mission Hills 3`d Addition subject to the following conditions: 1. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 2. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 3. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 4. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 5. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure." Todd Gerhardt Mission Hills Yd Addition Final Plat — Planning Case 2015-1 February 22, 2016 Page 13 of 13 ATTACHMENTS 1. Final Plat. 2. 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IMPROVEMENTS........................................................................................................ SP-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE .............................. ........................................................................................... SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS....................................................................................................... GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 9. CLEANUP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 i E. Severability.......................................................................................................GC-7 F. Building Permits ...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification ..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes......................................................................................................... GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans............................................................................................... GC-10 Z. As -Built Lot Surveys........................................................................................... GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) MISSION HILLS 3RD ADDITION AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for MISSION HILLS 3" ADDITION (referred to in this Contract as the "plat'). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved February 22, 2016, prepared by Sunde Land Surveying. Plan B: Grading, Drainage and Erosion Control Plan dated January 22, 2016, prepared by BKBM Engineers, hrc. Plan C: Plans for Improvements dated January 22, 2016, prepared by BKBM Engineers, Inc. Plan D: Landscape Plan dated January 29, 2015, prepared by Sperides Refiners Architects, Inc SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2017. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,028,32950. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 156,000.00 Utilities: Sanitary, Water, Storm Sewer, Infiltration and Retention Systems $ 360,000.00 Streets $ 195,000.00 Street lights and signs (Estimate per Site Plan Agreement) $ 22,500.00 Sub -total, Construction Costs S 733,500.00 Engineering, surveying, and inspection (7% of construction costs) $ 51,345.00 Landscaping (Estimate per Site Plan Agreement) $ 150,000.00 Sub -total, Other Costs $ 201,345.00 TOTAL COST OF PUBLIC IMPROVEMENTS $ 934,845.00 SECURITY AMOUNT (110% of 934,845.00) $1,028,329.50 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the SP-2 security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall he in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: MICHEAL HOAGBERG, MANAGING DIRECTOR MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $1,028,329.50 letter of credit or escrow for the developer -installed improvements, the $495,996.60 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee: ($408,000 at 3%) = $ 12,240.00 GIS fee: $25 (plat) + ($10/parcel x 1 parcel) _ $ 35.00 Surface Water Management fee: $108,921.60 Park Dedication fee: $374,800.00 Total, Cash Fee = $495,996.60 The administration fee is based on the estimated Utility Cost ($360,000), Erosion Control ($28,000) and Site Restoration ($20,000) as these are the site improvements that will be subject to Engineering inspection. If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. B. Park and Trail Conditions SP-3 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills 3rd Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800. Unit Type No. of Units Amount Total Independent Apartments 66 $3,800/unit $250,800 Assisted Living Apartments 54 $500/bed $27,000 Memory Care Apartments 14 $500/bed $7,000 Rental Twin Homes 9 $5,000/side $90,000 Total S374,800 C. Engineering Conditions: 1. The Surface Water Utility fees are $108,921.60. These shall be due with the final plat." 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. 3. The applicant must enter into a maintenance agreement with the City or Watershed District and record that agreement against the property. 4. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 5. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 6. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 7. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 8. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 9. This parcel has paid the City for one water and sanitary service hook-up. The existing hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. SP-4 10. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18". D. Building Official Conditions: 1. The street -name "Oriole", shown on the submitted documents, is not acceptable. E. Fire Marshall Condition: 1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-5 CITY OF CHANHASSEN M (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager MISSION HILLS SENIOR HOUSING OWNER, LLC: Michael Hoagberg, Managing Director STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _ day of 2005, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2016, by Michael Hoagberg, Managing Director of MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-6 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC V:Al4toxay City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC la_] 7M-41131 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 , of (Name of Bank) ' ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. M Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC-1 with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City hispector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deans appropriate to control erosion and sediment transport at the Developer's expanse. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be fiunished to the City to guarantee compliance with City Code § 7-22. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion ofthe improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2%) inches caliper, balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line) along public streets. In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the development utilizing a minimum of six (6) inches of topsoil as base. A landscape security equal to the value of the landscape plus 10% will be held by the city until city acceptance of the landscape installation. After satisfactory inspection by City staff, the landscaping may be accepted. Upon acceptance, 10% of the landscape value will be help for one full growing season. When final approval is given after the growing season, the remaining security will be released. GC-3 If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a wan-anty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. GC-4 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be famished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City s cost for constriction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%s%) of construction costs for the fast $1,000,000 and one and one-half percent (I %z%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC-5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attomeys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporaryjob site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC-6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. I Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and WW maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period- Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City s ordinances. S. Compliance with Laws. Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations ofthe following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer finther agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete fiill-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC-10 t �� ^� �� PCInnyX4 M1CNat1£ i tl 1-1 _ Y4 � • ��yp.p¢� r r i V �` N � etit ' a — m ��u/ rXoucx cwo XmrXoucx cwo Xm p w a S�Z ZA2�S9Fit1 "i�i» _ �i �,..,.,...»„„., »=A DRAINAGE, d•i v,�^^� AND EROS ^.»....,,.,.. ,..__».... �r. m. CONTROL ,..».»...»»..^».......».. 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SRFNo. 0148676 To: Michael Hoagberg Chanhassen Senior Living Developer LLC From: Matt Pacyna, PE, Senior Associate Jordan Schwarz, PE, Senior Engineer Date: November 21, 2014 Subject: Chanhassen Senior Facility Traffic Study Introduction SRF has completed a traffic study for the proposed senior living facility development located near the TH 212/County Highway 101 interchange in the City of Chanhassen (see Figure 1: Project Location). The main objectives of this study are to review existing operations within the study area, evaluate the traffic impacts to the adjacent roadway network, and recommend any necessary improvements to accommodate the proposed development. Furthermore, this study will provide a comparison between the traffic impacts associated with the proposed development and those associated with the maximum potential traffic demand under the proposed zoning, which is assumed to be market rate apartments. The following information provides the assumptions, analysis and study recommendations offered for consideration. Existing Conditions The existing conditions were reviewed to establish a baseline in order to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes peak period intersection turning movement counts, field observations and an intersection capacity analysis. Data Collection Peak period turning movement counts were collected by SRF during the week of October 27, 2014 at the following study intersections: • County Highway 101 and Lake Susan Drive/TH 212 Westbound Ramps • County Highway 101 and 86th Street Note that the 861h Street/Mission Hills Drive intersection volumes were derived from County Highway 101 / 86th Street intersection turning movement counts and surrounding land use trip generation estimates. Historical and year 2013 annual average daily traffic (AADT) volumes within the study area were provided by the Minnesota Department of Transportation (MnDOT). ONE CARISON PARKWAY, SurrE 150 1 MINNEArous, MN 55447 1 763.475.0010 1 W W W.SRFCONSULTING.COM Aft IMF Elm fyI✓ r s i s I < To ,~: to lit -» n7�0 Michael Hoagberg November 21, 2014 Chanhassen Senior Living Developer LLC Page 3 In addition to the intersection turning movement counts, observations were completed to identify roadway characteristics within the study area (i.e. roadway geometry, posted speed limits, and traffic controls). Currently, County Highway 101 is a four -lane divided roadway with a posted speed limit of 45 miles per hour (mph). 86th Street is a two-lane roadway with no posted speed limit and parking allowed only along its north side. The study intersections are side -street stop controlled, except the County Highway 101 /Lake Susan Drive intersection which is signalized. It should be noted that County Highway 101 is functionally classified as a minor arterial, while other study roadways are classified as local streets. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. Existing Intersection Capacity Analysis An existing intersection capacity analysis was completed to establish a baseline condition to which future traffic operations could be compared. The study intersections were analyzed using Synchro/ SirnTraffic software (V8.0). Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 1. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A though LOS D is generally considered acceptable in the Twin Cities Metropolitan Area. Table L Level of Service Criteria for Signalized and Unslgnalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A <_ 10 <_ 10 B >10-20 >10-15 C >20-35 >15-25 D > 35 - 55 > 25 - 35 E >55-80 >35-50 F > 80 > 50 For side -street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (ie. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. WON I Existing Conditions com"I,,,g uP Chanhassen Senior Facility Traffic Study Figure 2 0148676 Chanhassen, MN November 2014 Michael Hoagberg November 21, 2014 Chanhassen Senior Living Developer LLC Page 5 Results of the existing intersection capacity analysis shown in Table 2 indicate that all study intersections currently operate at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the field or traffic simulation at the study intersections. It should be noted that all results shown represent the SimTraffic analysis due to the proximity of the County Highway 101/Lake Susan Drive intersection traffic signal and its impacts on operations at the County Highway 101 /86th Street intersection. Table 2. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/Lake Susan Drive B 12 sec. B 17 sec. County Highway 101/86th Street) A/B 13 sec. A/A 9 sec. 86th Street/Mission Hills Drive(') A/A 3 sec. A/A 2 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Year 2017 No Build Conditions To help determine impacts associated with the proposed development, traffic forecasts were first developed for year 2017 no build conditions (i.e. one year after anticipated completion). The no build condition takes into account general area background growth and traffic generated by adjacent developments, if any. The evaluation of year 2017 no build conditions includes details on the adjacent development, traffic forecasts and an intersection capacity analysis. Adjacent Development Based on discussions with City staff, the Preserve at Rice Lake development is expected to be complete prior to the proposed development. The Preserve at Rice Lake is located north of TH 212, near the eastern terminus of 86th Street (see Figure 3: Adjacent Development). This adjacent development will consist of 16 single-family homes and is currently under construction. Motorists traveling to/from the Preserve at Rice Lake would primarily be expected to utilize 86th Street, though Mission Hills Lane could also be utilized to access County Highway 101 northbound. Adjacent development trips were estimated using the TTE Trip Generation Manual, Nintb Edition. These trips were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed based on existing travel patterns within the area and engineering judgment. Results of the trip generation estimates shown in Table 3 indicate that the adjacent development is expected to generate 12 a.m. peak hour, 16 p.m. peak hour, and 152 daily trips. 000 a Y"4 14, AN All jAr N- W �� I Directional Distribution Figure 4 C�„ng, P. Im Chanhassen Senior facility Traffic Study 0148676 Chanhassen, MN November 2014 Michael Hoagberg Chanhassen Senior Living Developer LLC Table 3. Trip Generation Estimates - Adjacent Development Land Use Type OTE Code) Single -Family Detached Housing(210) Year 2017 No Build Tratflc Forecasts Size November 21, 2014 Page 8 A.M. Trips I P.M. Trips I Daily In Out In Out Trips 16DwellingUnits 1 3 1 9 1 10 1 6 1 152 To determine the general area background growth rate, historical AADT volumes and the forecasts presented in the City of Chanhassen 2030 Comprehenrim Plan were considered. Based on the information available, an annual growth rate of one percent was applied to the existing peak hour and daily traffic volumes. This background growth rate accounts for motorists that are expected to travel through the study area. The resultant year 2017 no build conditions, including general area background growth and traffic generated by the adjacent development, are shown in Figure 5. Year 2017 No Build Intersection Capacity Analysis To determine how the adjacent roadway network will accommodate year 2017 no build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2017 no build intersection capacity analysis shown in Table 4 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Table 4. Year 2017 No Build Intersection Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1-ake Susan Drive B 12 sec. B 17 sec. County Highway 101/86th Street() A/B 13 sec. A/B 11 sec. 86th Street/Mission Hills Drive(t) A/A 3 sec. A/A 3 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Proposed Development The proposed development is located along the east side of County Highway 101, north of TH 212 and south of 86th Street The current development proposal shown in Figure 6 consists of senior housing including 18 independent living townhomes and a 134-unit facility offering memory care, assisted and independent living. The proposed development is expected to be constructed by the end of the year 2016. Access to the development is proposed along the south side of 86th Street across from Mission Hills Drive. Further discussion regarding site access is documented later in this study. VIN I Year 2017 No Build Conditions Con.ultlng up, Inc, Chanhassen Senior Facility Traffic Study Figure 5 0148676 Chanhassen, MN November 2014 4 -1 , 2w 46 Michael Hoagberg Chanhassen Senior Living Developer LLC Year 2017 Build Conditions November 21, 2014 Page 11 To help determine impacts associated with the proposed development, traffic forecasts were next developed for year 2017 build conditions (i.e. one year after anticipated completion). The build condition takes into account general area background growth and traffic generated by the adjacent and proposed developments. The evaluation of year 2017 build conditions includes details on the traffic forecasts and an intersection capacity analysis. Year 2017 Build Traffic Forecasts To account for traffic impacts associated with the proposed development, trip generation estimates for the a.m. and p.m. peak hours and a daily basis were developed. These estimates, shown in Table 5, were developed using the ITE Trip Generation Manual, Ninth Edition. It should be noted that several land use assumptions were used to identify specific development types and sizes for trip generation purposes based on discussions with project staff. These assumptions are intended to provide a realistic development scenario that could occur. Table 5. Trip Generation Estimates - Proposed Development Land Use Type (ITE Code) Size A.M. Trips P.M. Trips Daily Trips In Out In out Residential Townhouse (230) 18 Dwelling Units 1 7 6 3 105 Senior Adult Housing -Attached (252) 67 Dwelling Units 5 9 9 8 230 Congregate Care Facility (253) 67 Dwelling Units 2 2 6 5 135 Total Trips 8 18 21 16 470 Results of the trip generation estimates indicate the proposed development is expected to generate approximately 26 a.m. peak hour, 37 p.m. peak hour, and 470 daily trips. The trips generated were distributed throughout the area based on the directional distribution shown previously in Figure 4. The resultant year 2017 build conditions, including general area background growth and traffic generated by the adjacent and proposed developments, are shown in Figure 7. Year 2017 Build Intersection Capacity Analysis To determine how the adjacent roadway network will accommodate year 2017 build traffic forecasts, an intersection capacity analysis was completed using Synchro/SitnTraffic software. Results of the year 2017 build intersection capacity analysis shown in Table 6 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Given the minimal anticipated impact caused by the proposed development on study area traffic operations, roadway improvements are not required under year 2017 build conditions from a traffic operations perspective. 0, � Year 2017 Build Conditions Cunrulli� Figure 7 4wup. lu. Chanhassen Senior Facility Traffic Study 0148676 Chanhassen, MN November 2014 Ivfichael Hoagberg Chanhassen Senior Living Developer LLC Table 6. Year 2017 Build Intersection Capacity Analysis November 21, 2014 Page 13 Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/Lake Susan Drive B 12 sec. B 18 sec. County Highway 101/86th Street() A/B 13 sec. A/B 11 sec. 86th Street/Mission Hills Drive() A/A 5 sec. A/A 4 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Year 2017 Build Conditions - Alternate Development While the proposed senior living facility development is not expected to significantly impact traffic operations within the study area, it should be noted that the proposed zoning of the study property would allow for a more intense land use. Based on discussions with City staff, the highest intensity land use under the proposed zoning is assumed to be market rate apartments. Therefore, to better understand the impacts under an alternate development scenario, traffic forecasts and an intersection capacity analysis were once again completed. Year 2017 Build Traffic Forecasts - Alternate Development To account for traffic impacts associated with the alternate development, trip generation estimates for the a.m. and p.m. peak hours and a daily basis were developed. These estimates shown in Table 7 were developed using the ITE Trip Generation Manual, Nintb Edition. It should be noted that a density of approximately 20 dwelling units per acre was assumed based on an inventory of nearby apartment complexes, which equates to approximately a 175-unit apartment complex. Table 7. Trip Generation Estimates - Alternate Development Land Use Type (ITE Code) Apartment (220) A.M. Trips I P.M. Trips I Daily Size In I Out In Trips ps 175 Dwelling Units 1 18 1 71 1 71 1 38 1 1,164 Results of the trip generation estimates indicate the alternate development would be expected to generate approximately 89 a.m. peak hour, 109 p.m. peak hour, and 1,164 daily trips. The trips generated were distributed throughout the area based on the directional distribution shown previously in Figure 4. The resultant year 2017 build conditions, including general area background growth and traffic generated by the adjacent and alternate developments, are shown in Figure 8. VON I Year 2017 Build Conditions • Alternate Development cw..uhing 4.oup. Im. Chanhassen Senior Facility Traffic Study Figure 8 0148676 Chanhassen, MN November 2014 Michael Hoagberg November 21, 2014 Chanhassen Senior Irving Developer LLC Page 15 Year 2017 Build Intersection Capacity Analysis -Alternate Development To determine how the adjacent roadway network will accommodate year 2017 build traffic forecasts under the alternate development scenario, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2017 build intersection capacity analysis shown in Table 8 indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. Given the minimal anticipated impact caused by the alternate development on study area traffic operations, roadway improvements would not be required under year 2017 build conditions from a traffic operations perspective. Table S. Year 2017 Build Intersection Capacity Analysis - Alternate Development Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay County Highway 101/1-ake Susan Drive B 13 sec. B 18 sec. County Highway 101/86th Street() A/C 18 sec. A/B 14 sec. 86th Street/Mission Hills Drive() A/A 8 sec. A/A 5 sec. (1) Indicates an unsignalized intersection with side -street stop control. where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Site Plan/Access Review A review of the proposed site plan was completed to identify any issues and recommend potential improvements with regard to parking, access spacing, sight distance, traffic control, and circulation. Parking As noted previously, on -street parking is allowed along the north side of 86th Street Neighborhood concerns were expressed regarding parked cars causing sight obstructions in the vicinity of horizontal curves along 86th Street However, since all of the parking demand associated with the senior living facility is expected to be accommodated on site, the proposed development is not expected to impact on -street parking. Access Spacing The proposed development access is expected to replace an existing field access along the south side of 86th Street across from Mission Hills Drive. Since the 86th Street/Mission Hills Drive intersection already exists as a full -access intersection, the proposed development access does not represent a significant change in access spacing and is in a logical location. It should be noted that an existing curb cut along County Highway 101 is not expected to be utilized/changed as part of the proposed development Michael Hoagberg Chanhassen Senior Living Developer LLC Sight Distance November 21, 2014 Page 16 Based on field observations, horizontal curves exist along County Highway 101 to the north and south of the 86th Street intersection. Additionally, a vertical crest exists in the terrain of the study property which limits the sight distance to the south for motorists along 86th Street Therefore, a review of the existing sight distance was completed. The required sight distance from a minor street, as indicated in A Polrcy on Geometric De ign of Highways and Stirets by AASHTO, is 500 feet for a 45 mph mainline roadway. Based on the field observations at 86th Street, there is approximately 620 feet of sight distance to the south and more than 1,000 feet of sight distance to the north along County Highway 101. Therefore, the sight distance available at the County Highway 101/86th Street intersection is sufficient to clearly identify approaching vehicles. However, special consideration should be made to limit any sight distance impacts from future structures, landscaping and signing. Traffic Control/Traffic Circulation Internal traffic controls were not identified. However, the following should be considered when designing internal traffic controls: • Incorporate traffic controls, signing and striping based on guidelines established in the Manual on Uniforni Traffic Control Devices (MUTCD). o In particular, it is important to identify traffic controls at intersections between internal roadways/driveways to minimise vehicular conflicts and driver confusion. Based on this guidance, stop control should be implemented at the site access to 86th Street to reduce the potential for driver confusion. A review of the proposed site circulation was also completed. The movement of general passenger vehicles within the proposed development is not expected to be an issue. However, truck turning movements should be reviewed to ensure that large vehicles (e.g. delivery/garbage/recycling trucks) have adequate accommodations to negotiate internal roadways. Furthermore, it is recommended that one-way operations be implemented at the access points to the parking lots of the main senior living facility. One-way operations should then be continued into the facility pick-up/drop-off zone to provide an orderly flow of traffic. Finally, it should be noted that the raised median along 86th Street west of Mission Hills Drive will likely need to be modified to accommodate large vehicles exiting the proposed development It is recommended that the raised median be modified near the 86th Street/Mission Hills Drive intersection to allow for these types of maneuvers. The modification should include striping to help delineate the travel/turn lanes. An illustration of recommended improvements is presented in Figure 9. WON 11 Recommended Improvements C� ulf;,g Group. Inc. Chanhassen Senior Facility Traffic Study Figure 9 0148676 Chanhassen, MN November 2014 Michael Hoagberg Chanhassen Senior Living Developer LLC Summary and Conclusions November 21, 2014 Page 18 The following study conclusions and recommendations are offered for your consideration: • Results of the existing intersection capacity analysis indicate that all study intersections currently operate at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the field or traffic simulation at the study intersections. • To help determine impacts associated with the proposed development, traffic forecasts were first developed for year 2017 no build conditions (i.e. one year after anticipated completion). The no build condition takes into account general area background growth and traffic generated by the adjacent Preserve at Rice Lake development. o An annual growth rate of one percent was applied to the existing peak hour and daily traffic volumes to account for general background growth. o The Preserve at Rice Lake development is expected to generate 12 a.m. peak hour, 16 p.m. peak hour, and 152 daily trips. • Results of the year 2017 no build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. • The proposed development is located along the east side of County Highway 101, north of TH 212 and south of 86th Street and is expected to be constructed by the end of the year 2016. o The current development proposal consists of senior housing including 18 independent living townhomes and a 134-unit facility offering memory care, assisted and independent living. o Access to the development is proposed along the south side of 86th Street across from Mission Hills Drive. • The proposed development is expected to generate approximately 26 a.m. peak hour, 37 p.m. peak hour, and 470 daily trips. • Results of the year 2017 build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. o Given the minimal anticipated impact caused by the proposed development on study area traffic operations, roadway improvements are not required under year 2017 build conditions from a traffic operations perspective. S� { I`4a[P I A' �'q'•�•if J T j ZF Yt444 .< 2 r� Michael Hoagberg Chanhassen Senior Living Developer LLC November 21, 2014 Page 19 • An alternative land use scenario was also reviewed to understand the impacts of the highest intensity use allowed under the proposed zoning, which was assumed to be market rate apartments. o Approximately 175 apartment units were assumed, which would be expected to generate approximately 89 a.m. peak hour, 109 p.m. peak hour, and 1,164 daily trips. • Results of the year 2017 build intersection capacity analysis indicate that all study intersections are expected to continue operating at an acceptable overall LOS B or better during the a.m. and p.m. peak hours under the alternate development scenario. In addition, no significant side -street delays or queuing issues were observed in the traffic simulation at the study intersections. o Given the minimal anticipated impact caused by the alternate development on study area traffic operations, roadway improvements would not be required under year 2017 build conditions from a traffic operations perspective. • Parking, access spacing, sight distance, traffic control, and circulation were reviewed in the Site Plan/Access Review section. Key recommendations and considerations include the following: o Special consideration should be made to limit any sight distance impacts from future structures, landscaping and signing. o When designing internal traffic controls, incorporate improvements based on guidelines established in the Manual on Uniform Traffic Control Devices. In particular, it is important to identify traffic controls at intersections between internal roadways/driveways to minimize vehicular conflicts and driver confusion. o Implement stop control at the site access to 86th Street to reduce the potential for driver confusion. o Review truck turning movements to ensure that large vehicles have adequate accommodations to negotiate internal roadways. o Implement one-way operations at the access points to the parking lots and pick-up/ drop-off zone of the main senior living facility. o Modify the raised median at the 86th Street/Mission Hills Drive intersection and stripe 86th Street to help delineate the travel/turn lanes. HAPnjerb\R676\TS\Redm\8676-Cbmin &Senwrf'a"*TmjcStdy_141121.dnn 0 Denotes 112 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35°W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 A The northeasterly line of Outlot E, MISSION HILLS A `) A is assumed to have a bearing of S43°34'48"E. \ r �h5o \ 50 0 50 100 SCALE IN FEET � O 1 rt �J / \ � I \ \-DRAINAGE AND QP / UTILITY EASEMENT V // stir 1 p �1� -NOT TANGENT �x YN89"/9'33"W (MN) ,N89 "l9'43"W 3.60 -FOUND 1 /2 INCH SOLID IRON NOT TANGENT RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17 N, / 1\ / r" \ � FJ, Q /C� C^ ox ti !r� --DRAINAGE AND UTILITY EASEMENT � I � I I V 1DI S85"22' I 1"W 't'SS" IL_ 79.89 -- 2j 1611, >06� -- L=29.48 0, \\ DRAINAGE AND �- UTILITY EASEMENT N24036'23"W BL OCK LOT X r X\ J 0 MISSION HIL L IS 3RD ADD/TION -FOUND IRON 1 RLS #15475 Lam' Wr is 1 S89053'27"E 84.01 NO" 17'22"E 10.77 I DRAINAGE AND i� �°�g. \ X Nb q; -UTILITY EASEMENT- �qM \� M /' _ FOUND IRON 1 S�6o Ss S6?°fro �� RLS #15475 J >' ass a g� �S o�yof I , N69"41'10"E_ 6 /?1, o cow Sr/oro�,/ Cpo 4 \ ��\ N29"02'511"W 15.06 \ SO"43'54"E NII"59'52"E-:___'" - 6.12 9.82 S48o12'03"W I� - 10.44 I/ O N42"3l'35"E_;--' S54"05'46"W // -FOUND IRON 33.12 1 / /� S 21.28 77 RLS #12043 DRAINAGE AND UTILITY EASEMENT N4500051W =_=- ' ' --S59"2702W Y EPSEM ��\ �� S 3.--"''"EN 27.99 ORP\NAGE PAD ^� (0. ro - NORTH LINE OF THE NW I/4 ; %\ I �4D 0) 9 Q\\ OF SEC. 24. TWP. 116, RGE. 23 O -_ / -FOUND REBAR 'y 1 N , , a W d N N o 6> s'5'6' ,o � IN 3 �� //c-) "N / \/`\� � S 55b� %- __FOUND IRON RLS #15475 I ' L P 1/— � 1 P �z LL, W �< M ''^^ < S25038'22"E 22.78 35o OS NIII 52.22 E Q) FOUND ALUMINUM (P lop / 24.25 / 10 R/W MONUMENT- / N41012'00"W �\i / %Y14.86 NU`U/'22"W (MN) I SII4`44'04 _l-- N27"07'1I"E ° U�\E\\� EPSEMENj 101 "E 116.11 11.60 GE PN NO Ul Z W - 62.54 I FOUND ALUMINUM C R/W MONUMENT o � pgp,\NP FOUND ALUMINUM / ( R/W MONUMENT - o N89 "50'25 "W 418.24 Lse9 `3/ 29 "WI //1/ l'l' /-Ir- IA/A \/ 17r7/ l/t yr/ / fj/ AT A//1 , 4T / /Vl/. 4/1 q _J /V- l / 7-�7)l /Al/{' vi vi \ �� 1IA//1 \/ f-7/ k�7/"7 yY/-I i Al/l i v ti 7 A--4 "/8'/7" R= /737 U3 L = /30 5/ L4=4 0i8'/0'1 LQ=130 45_I KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk Highway Number 312. Has caused the same to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever the ponding easements and the drainage and utility easements as created by this plat. In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this - - - - - day of ----------, 20---. By. COUNTY OF STATE OF Signed: Klingelhutz Farms, LLC This instrument was acknowledged before me on -____ day of __________- 20___, by _ _ ____________________ of said Klingelhutz Farms, LLC, a Minnesota limited liability company. the Notary Public, - - - - -_-____ County, Minnesota My Commission Expires ____________________ \ I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are P P Y Y. correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. ELI�'oPPEJ15'o� G E �gJ 5 Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on _ _ day of --__________- 20___ by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires ____________ CHANHASSEN, MINNESOTA This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this _-_--- day of _______________- 20__-, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. By: CITY COUNCIL OF CHANHASSEN, MINNESOTA Mayor VA County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Luke Kranz, County Surveyor B y: day of Clerk 20___. County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in ____-_ and prior years have been paid for land described on this plat. Dated this _-----____ day of - - - - - - - - - - - _ 20---• Laurie Davies, County Auditoir/Treasurer -1TY OF CHANHASSEN RECEIVED By. - JAN 2 7 2016 CHANHASSEN PLANNING DEPT County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this __________ day of _____________- 20___ at o'clock __.M. as Document No. ________ Luke Kranz, County Recorder By._____________________ - - - JISUNDE LAND SURVEYING 0 Denotes 1/2 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35'W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 A The northeasterly line of Outlot E, MISSION HILLS A ` A is assumed to have a bearing of S43°34'48"E. \ "J. 50 0 50 100 SCALE IN FEET PLAT FILE NO, MISSION HIL L IS 3RD A DDI TION C.R. DOC. NO, - FOUND IRON \ RLS #15475 L7' -- - 3 i KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right—of—way as taken for Trunk Highway Number 312. \y0 kJuQ �m / Has caused the same to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever ks) \ �� the ponding easements and the drainage and utility easements as created by this plat. \\ S89053'27"E 84.01 - �� \ NO°f7'22"E In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these g y p y, presents to be signed by its proper 10.77 i `��'� ` \ <� officer this — — — — — day of __________- 20___. \� DRAINAGE AND Q UTILITY EASEMENT Go \ h( J \ p J', -DRAI \ I E AND UTILITY YEASEMENT nQd �r 1 SNOT TANGENT D� �N1T9 /.V4,3 W -_J. 60 -FOUND 1/2 INCH SOLID IRON NOT TANGENT RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17 ,� / F cb Cb cb 113 C, c� DRAINAGE AND UTILITY EASEMENT � I V V 101 522' I I"W 79.89 0, /v 144 4=2"09'41" �, N L=29.48 a, \� DRAINAGE AND A=2"59'43-' / Loo - UTILITY EASEMENT L=40.85, N24"36'23"W FOUND ALUMINUM / 24.25 R/W MONUMENT-�� ' 10 N41012'00"W / / - NUaI)/ 22"W (MN) S84°44'04 E --L N27007' 1 I "E _ 14.86 116.11 11.60 NO 00/'J2 "w -- 62.54 FOUND ALUMINUM -R/W MONUMENT N89 a50'25 "W [Sa,q °3/'2,9 "W] X BL OCK 418.24 FOUND IRON RLS #15475 s \/ N69041'10"E_ \`�\ N29"02'511"W4 , `C �' %g7ry� ��<s�9r�'7 \ `\\ Q�i�� 15.06 ---,\ \ =-_ -_ S0043'54"E � ��j�� NII"59'S2"E i �c---- 6.12 9.82 S48°12`03"W I� / / 10.44 �i N42031'35"E_- _ S54"05'46"W !/ \ 33.12 I 21.28 N45°00' _= '-�l DRAINAGE AND UTILITY EASEMENT 3.40 ' S5 027 02 W \NPGE pND �Z\Ujy EPS� ENjr\\\\ y 00 �-- NORTH LINE OF THE NW 1/4 OF SEC. 24, TWP. IIS, RGE. 23 Ov /Iro;-_ y1 C�L a)N _. LOT 1 �' N CVo � 9;c N / =N </ s; X 9g ly / cb .� (0 �" J CN 21) N / M 2N/ � 5 FOUND IRON RLS #15475 U) ��— � i CA 1 �� Qw LA (w7 Ld Q M {� N dCVCVa � \ S25"38'22"E- - 22.78 1�_ 0 0SG N81 35 52.22 AGE PND US\USY EASEMENj pRp\N _FOUND ALUMINUM / ( R/W MONUMENT A An f /)T L)//1/ Inr- IA/A \/ /Vl„Lll// / \/Vr7/ T Vi YY/1 / ��/ A T A //) , 4_/ I /VV, 4 /1 q 's l ll— T01 /A /1{' //\L//V/\ / ///*A/ /1,4/zl \/ 1-7/17r7VY/—I/ A //) /VV« 7 r7 v /� 4= 4 °'/8'17 , /737 03 L = /30 5/ [4 4 a/8'iv'1 [L = 00. 45] rye/ 4 (4)1 - FOUND RE®AR - FOUND IRON RLS #12043 By: COUNTY OF STATE OF - Signed: Klingelhutz Farms, LLC This instrument was acknowledged before me on day of ____----__, 20_--, by -------------------------, the — — — — — — — — — — — — — — — — — — — — of said Klingelhutz Farms, LLC, a Minnesota limited liability company. Notary Public, — — — — — — — — — — — County, Minnesota My Commission Expires -------------------- I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on ____ day of ____________- 20___ by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires —___________ CHANHASSEN, MINNESOTA This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this ___--- day of ---------------- 20—__, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. By: CITY COUNCIL OF CHANHASSEN, MINNESOTA Mayor Qy County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Luke Kranz, County Surveyor in day of County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in ______ and prior years have been paid for land described on this plat. Dated this of ------------° 20—_ Laurie Davies, County Auditor/Treasurer 0 County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this ------------ o'clock __.M. as Document No. Luke Kranz, County Recorder By. 101MIq 20___. day CITY OF CHANHASSEN' RECEIVED JAN 2 CH#NA99EN PLANNING i 1FPT day of , 20--- at JISUNDE LAND SURVEYING ©' • Denotes 1/2 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35"W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 The northeasterly line of Outlot E, MISSION HILLS is assumed to have a bearing of S43"34'48"E. 50 0 50 100 SCALE IN FEET A A (j n c� . r� 4V i �QO r 'o J 1 0 UTILITY -DRAINAGE EASEMENT �hpp9, 6 . N° 'y) `NGT TANGENT o V N89°/9'33"W (MN) 'J �3.60 `-FOUND 1/2 INCH \ SOLID IRON �\ /O/ NOT TANGENT RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17 ,� / \` cb C� C !t� --DRAINAGE AND UTILITY EASEMENT I I � I h I I V S85022' I I"W `SSA/ 0 \ 41 A=2"09'41" Z L=29.48 \N 0" A=2"59'43' \ DRAINAGE AND 1 - UTILITY EASEMENT i $a U L=40.85,' ---' P , N " N24 36'23"W FOUND ALUMINUM R/W MONUMENT- a `; 10� / / 1-7- 24.25 N41012'00"W y \ / 14.86 NU"U/ 22"W (MN) --- `— S84 44'04' 'E 11 - L N27"07' 1 I "E NO 001 '32 "W `_- 0 I 116.11 --/-----��-11.60 62.54 I FOUND ALUMINUM -R/W MONUMENT 0 N89 `50'25 "W Ls89 °3/'29 "WI BLOCK 418.24 -FOUND IRON MISSION HILLS 3RD ADDITION '1 RLS #15475 ls, j tam r161, m \ � 1� S 89"53'27"E 84.01 00 10.77 ems, i DRAINAGE AND I i � 00 UTILITY EASEMENT o� 1g \ � FOUND IRON ssi, aAas ? g 9s-- 4 `off \ i RLS #15475 N69041' 10"E O /�I\ ; ,ryw �cb msa`rgs4o \ \O ' / P Ode 11.44 N29'02'S 1 "W 15.06 ' .\ SO"43'54"E i `r 7----- a NII°59'S2"E--_-'" �,-----'-" 6.12 9.82 = s44" 12 03' w 10.44 N42031'35"E_;--' S54005'46"W 1 -FOUND IRON 33.12 '1 / RLS #12043 l 21.28 DRAINAGE AND UTILITY EASEMENT !_ N45 00'S1"W--===' 3.40 = S59"27'02"W E NND UT\\\lY EPSEMENj`\��\ O 27.ss .wry fro° CAW �- NORTH LINE OF THE NW 1/4 p OF SEC. 24, TWP. 116, RGE. 23 � ry /N "' -FOUND RE3AR N , LOT � / N Q lug / < 2N j 3 S, �J\ / A,) X` .h j \ nh�ti �J � C-) M G ry / G Z / N 5 __FOUND IRON RLS #15475 i N �i- � I 1 W Qw LA _j Q W (� 0 Q M aw 3' aF- 1 hN/ p�7 S25038'22"E-C:' �U 22.78 N81°3506 tT_[ I\ 52.22 /' Z �Q) / o 2 6� p,ND UT\U1� EpSEMENj � pRp\NAGS _FOUND ALUMINUM / / ( R/W MONUMENT — /-G o —v o ---- J e.d,,,nnT p/n/IT nI- is/n / /Vl„(JV/ l\/ 7 7/ l// yr/ / ,��/ n-r A/� r Lfl/ I l/. -rr, 4-, T\,U/AV/\, `7lk7`7YY/—I // /`V/l/» v �L 0 R= /737 03 L = /30 5/ [,-4 0/8'/017 [Z = /30. 45] 10�0PS��N_ KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right—of—way as taken for Trunk Highway Number 312. Has caused the some to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever the ponding easements and the drainage and utility easements as created by this plat. In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this — — — — — day of ----------, 20---. By: COUNTY OF STATE OF - Signed: Klingelhutz Farms, LLC This instrument was acknowledged before me on — — — — — day of ----------, 20---, by -------------------------, the — — — — — — — — — — — — — — — — — — — — of said Klingelhutz Farms, LLC, a Minnesota limited liability company. Notary Public, — — — — — — — — — — — County, Minnesota My Commission Expires -------------------- I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on CHANHASSEN, MINNESOTA Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 day of ----, 20--- by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires --_--------- This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this __ ___ day of ---------------, 20---, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. CITY COUNCIL OF CHANHASSEN, MINNESOTA By�-------------------------- Mayor BY — — — — — — — — — — — — — — — — — — — — — — — Clerk County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _ -- day of ---_--------, 20---. Luke Kranz, County Surveyor By: County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in — — — — — — and prior years have been paid for land described on this plat. Dated this of ------------> 20---• Laurie Davies, County Auditor/Treasurer By: County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this — — — — — — — — — — — — o'clock __.M. as Document No. Luke Kranz, County Recorder By day CITY OF CHANHASSEN RECEIVED JAN 2 7 2016 CHAPIF AM PLANNING DEPT day of -------------, 20--- at JISUNDE LAND SURVEYING n Denotes 1/2 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35°W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 The northeasterly line of Outlot E, MISSION HILLS is assumed to have a bearing of S43'34'48"E. 50 0 50 100 SCALE IN FEET I A RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17 ,\ / r� / C cb CD c� /\ --DRAINAGE AND UTILITY EASEMENT c� \ rr J / \ I `-DRAINAGE AND UTILITY EASEMENT 9�r"��1 / SNOT TANGENT / VN890/9'33"W (MN) N89 °l9'43"W �J. 50 --FOUND 1/2 INCH SOLID IRON NOT TANGENT I I I h I V S85°22' I I "W 7989 L=29.48 0 ° DRAINAGE AND u' \ - UTILITY EASEMENT c%; L=40.851\'`1 o � / __ N24°36'23"W FOUND ALUMINUM R/W MONUMENT- o / / % _ 24.25 N41012'00"W Y14.86 I �'. NU`U/22"W MN ( ) sa4°44' 04 E 116. I Nv°o7'll"E N0*0/'32"W o I -'/------�--1 1.60 62.54 FOUND ALUMINUM R/W MONUMENT LOT MISSION HILLS 3RD A®®/T/ON \ FOUND IRON \ L;1 \ RLS #15475 �oF OJ�1O 1� � 89°53'27"E 84.01 \ '�✓ —� 10.77 i oo < DRAINAGE AND 000 1 a 'UTILITY EASEMENT—�3\\ �8+� C?' L0� , \ry / o 6` / _ FOUND IRON \ sgSi, SAaAs?°4)S3gs -�0 Vo � 1 RLS #15475 \ \/ N69041'10"E \ `�\ S111"W4 N29°02'�A') h° yl A9rTi \ ��\ Qs, 15.06-== ... ___ SO° 43 54 E tea N I I059'52"E-- S48°112'03"W 9.82 O O ° i " % ° 10.44 I/ \ l i-FOUND IRON N42 31 35 E_; �(____' _S54 05'46"W I/ RLS #12043 33.12 �I 1 N4500'51 "W `_=�V- 27A01NAGE AND UTILITY EASEMENT PSEMEN GE Sic ' 3.40 S59°/ 1Y 27.99 AND 01\0 ,A`' �6. h Chi & `- NORTH LINE OF THE NW 1/4 OF SEC. 24, TWP. 116, RGE. 23 �ti 4��1 37 -FOUND REBAR CV 1 N/ / ('/Q� a /N / v =�b/ Q5 �S\ ' /ok � / G S) Sj /ti / hcb 0� > M 6') v / G 2 n, -FOUND IRON RLS #15475 i /\ I �$ Zw Q W \ V) L0 Q Ld Z 3/ QF- nOF � N / J hry �6 � S25038'22"E- _ 22.78 06„E ' INS,!O `-N81 35 52.22 ) Q / o � Y EASEMENT ' 6 / DRp\NFGE Nto FOUND ALUMINUM / ( R/W MONUMENT 1 o o — o = 4 °/8'17 . r?= /737 03 L = /3ppo 5)1 A An/ -)/ )1/1//T /lr IA/A\/ 4�/ AT A//7 4l 4-v `r��/O'/U'./ /W,LlV/ 1i\/12r7/ V/ rlr-/ i L.nl /VV. /V-// TLi/ /A l/f' / //i%/ 11AIA A In Lrl—/3U,451 / / \ vl vi \ /-7/ vr7 yY/-1 / / v tva t./ N89 *50 25 "W 418.24 [S89 `3/'29 "WI pJ15V �� PE gU KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right—of—way as taken for Trunk Highway Number 312. Has caused the some to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever the ponding easements and the drainage and utility easements as created by this plat. In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _____ day of —_________- 20___. By. COUNTY OF STATE OF _ Signed: Klingelhutz Farms, LLC its ------------------------------ This instrument was acknowledged before me on _____ day of —_________ 20__—, by ____ ____________________ of said Klingelhutz Farms, LLC, a Minnesota limited liability company. Notary Public, ______--___ County, Minnesota My Commission Expires _____ --------- - - - - - - the I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on CHANHASSEN, MINNESOTA Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 day of ___—__—__—_, 20___ by Leonard F. Carlson, Land Surveyor. -------------------- Notary Public Dakota County, Minnesota My Commission Expires _______________________ This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this __ ___ day of _______________- 20___, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. Z CITY COUNCIL OF CHANHASSEN, MINNESOTA Mayor MM County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Luke Kranz, County Surveyor in day of Clerk County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in ______ and prior years have been paid for land described on this plat. Dated this __________ day of -----------° 20--- Laurie Davies, County Auditor/Treasurer CITY OF CHANHASSEN RECEIVED DY------------------------------ JAN 2 7 2016 CHANWASSEN PLAN NING DEPT County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this __________ day of _____________, 20___ at ____________ o'clock __.M. as Document No. _--_____ Luke Kranz, County Recorder 10 S1 SULAND NDE SRa, .1\f. CITY OFCHANHASSEN RECEIVED JAN 2 7 2016 CHANHASMA, TRANSMITTAL 01MINGDE" TO: Sharmeen AI-Jaff City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 FROM: Eric A. Reiners, AIA PROJECT NAME: Mission Hills Senior Housing PROJECT NO: 14-040 DATE: 1/27/2016 The items below are transmitted 4200 W. Old Shakopee Rd. #220 Bloomington, MN 55437 (952) 996.9662 (952) 996.9663 - fax FOR YOUR INFORMATION VIA: MAIL�� FOR YOUR REVIEW MESSENGER�� FOR YOUR APPROVAL PERSONAL DELIVERY FOR YOUR USE M PICK-UP�� FOR YOUR RECORDS UPS -NEXT DAY�� AS REQUESTED DESCRIPTION: OTY. DATE ITEM DESCRIPTION 1 1/27/2016 Transmittal 1 1/27/2016 CD containing revised and additional plat documents 5 1/27/2016 Full size - Final plat (revised) COMMENTS: CC: Mike Hoa berg & Greg Zoidis - Headwaters Development Jeff Engelsma - Engelsma Construction SCAM 0 • Denotes 1/2 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35°W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 A The northeasterly line of Outlot E, MISSION HILLS A j A is assumed to have a bearing of S43°34'48"E. \ `} A \/ c, 50 0 50 100 SCALE IN FEET PLAT FILE NO* VISSION HILLS 3RD ADDITION 1C.R. DOC. NO, �- FOUND IRON 1 RLS #15475 L?' A�� ` KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following "- --- -� �\o 9 Y P Y� P P• 9 described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorders Office, 0,11 excepting therefrom existing right-of-way as taken for Trunk Highway Number 312. &o s am \ / Has caused the some to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever ss� Tt� ?� S) \ �� the ponding easements and the drainage and utility easements as created by this plat. 1 S89053'27"E 84.01 - N0017'22"E 10.77 ` DRAINAGE AND rr ooA �k y -UTILITY EASEMENT -'N 04 X 11\� r J I / \_ E AND UTILITY EASEMENT SNOT TANGENT ��/� /V N89 `l9'33"W (MN) —N89 "l9'43 "W ' ! J..60 -FOUND 1 /2 INCH SOLID IRON NOT TANGENT RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17 -,,�, / 1\ / r" D,` - \ c\ \ _b C, \-DRAINAGE AND UTILITY EASEMENT � I � I h I V I 101 S85°22' I I"W 'ASS° 79.89 _ � >a 6, ' L=29.48 \\ DRAINAGE AND 1A=2°59'4 wo - UTILITY EASEMENT i L=40.85,' I s N / N24036'23"W BL OCK LOT J \ti / C,- _FOUND IRON J sss/ SRQA�Z°4>599�� `1 RLS #15475 o N69041'10"E d N29°02'51 W 15.06 NI1°59'52"E 9.82 N42031'35"E 33.12 `V N45000'5I"W- -- 1 3.40 S0043'54"E T Sc� d'•• l ----- 6.12 S48°12'03"W I� / - 10.44 I/ \o O -FOUND IRON S54005'46' W RLS #12043 \� DRAINAGE AND UTILITY EASEMENT G S5902702 W EASEMENTr�\�\� S 27.99 ORP\NPGE ANp u10 I h C9 �- NORTH LINE OF THE NW 1/4 OF SEC. 24, TWP. 116, RGE. 23 51 g`1' S / v ° FOUND REBAR 1 N nl -7 o � N a Q / so 3 / � ` C-) N l \� 9V co \ ?N FOUND IRON j� RLS #15475 � I C; c� p o w Q Q M I J W Z S25038'22"E- -, 22.78 °35 '05„E`' �\ _ N81 52.22 I Q) CR FOUND ALUMINUM on / 1-7- 24.25 R/W MONUMENT- 10 / N41012'00"W 14.86 NU`U/'22"W (MN) I S84°44'04°E l- N27007'II"E Uj1�1CY �ASEMENI 116.11 11.60 pNp NO"0�'32"W 10 - ///O�PINAGE 62.54 I FOUND ALUMINUM 7 FOUND ALUMINUM -R/W MONUMENT / I R/W MONUMENT 0 N89 "50'25 "W 418.24 — 4= 4 "/8'17" [S89 "3/'29 "WJ 1?=17J7 03 LEA �I JO 511 /' A Ar /-1 /7T L)//^/lT /1- IA/A^/ f�/ AT A//) 4/1 4-/ [�y-/V'IU'J 1w_L/VV l /\/r7/ L// rr/ l / LJ l /VV. l V- / / -r—E) r A / /t' 7 / / /'I7 71 A / n \ i A / /1 [� — /3U 45J //\U/Vf\ `7/v1-7vv/—I/ /vv. In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ---__ day of __-------_, 20---. By: COUNTY OF STATE OF Signed: Klingelhutz Farms, LLC This instrument was acknowledged before me on _____ day of ________--, 20---, by _ _ ____________________ of said Klingelhutz Farms, LI_C, a Minnesota limited liability company. the \ Notary Public, ______--- __ — County,Minnesota My Commission Expires _ I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. ELI�IOPPEJj5j0o GO/ Leonard F. Carlson, Land Surveyor Minnesota License No. 44€390 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on _____- ___ day of CHANHASSEN, MINNESOTA 20—__ by Leonard F. Carlson, Land Surveyor. Notary Public, Dakota County, Minnesota My Commission Expires __________-- This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof helod this __ ___ day of _______________- 20___, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statute, 505.02, Subd. I. B y: CITY COUNCIL OF CHANHASSEN, MINNESOTA Mayor By County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this Luke Kranz, County Surveyor 0 day of County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in ______ and prior years have been paid for land described on this plat. Dated this of ----------- 20---• Laurie Davies, County Auditor/Treasurer By County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this __---------- o'clock __.M. as Document No. _________ -- Luke Kranz, County Recorder By Clerk 20___. M. CITY OF CHANHASSEN RECEIVED JAN 2 7 2016 C"MRASMN PLANNING DEPT day of _____________- 20__— at JISUNDE LAND SURVEYING A PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ...... ........ - SILTATION FENCE PROPERTY LINE - - - - SAWCUT LINE, (APPROX.) CURB REMOVAL BITUMINOUS REMOVAL PROPOSED CONTOUR DRAIN TILE ---�--- STORM SEWER �-�- TC7.1 h s , 7.8 907.3 909.0 907. 908.7 ' 908.5 HCR 907.4 9088 BITUMINOUS 907.6 0 909.21TL \ g ° T O, 00� �9 }� "908.6 �' s BMW T �0°�' � yX��'� GOING "90�2 90 4 �d HCR ( 9 .4 YdV(P) 09.6 °° Vh 908.7 08.2 TC''908. HYD 12" RCP " �'OQQQ""j 99° 08.4 C 07.9 STS TypJ 90 9 A 'Rl TC I�[� 9 3 �� x 9I 2 908.9 TOB _V9 909.7 p 6 10-6 �GP 0 ` -_A O 09 C INV=904.5 ��O TC �o N 0g. (5g + 2 °� a {3' 'RCP \TC �V UOQq,_0° P c0 908.5 \ `� 092 GAS V RETAINING WALL �� "910.7 �� 7,g - 4 ti�� c �"�B®o9.7 CATCH BASIN ■ ` �Ci Tc 1 0 o e`O , 91 6 // �5 �90 X r� �rn� GP ® APPROXIMATE DISTURBED AREA °° � xL17 s. MANHOLE IS 8.64 ACRES 10 FLARED END SECTION , �(�� 9i6 F✓z 910.7 B�#5 9 09°'c9O'Po ��. �♦ FLARED END SECTION \ 5 5 /c 1.2 ©1S 908•}i \ 932 \ 9� WITH RIPRAP / .RCP P5`o .91 7 i :INV. .,9>94.70� ♦ \909 EROSION CONTROL \ J 911.9 ti^' Q 911.6 r BLANKET (TEMPORARY) TO / icl.o/ g�. CFO•° is �/ BW 08.00 / / 4 2 / �. 4 TW 08.0W 13 0 , 9os. EROSION CONTROL s, BLANKET (PERMANENT) r� 9122 Q0 of +/ 5 J / c I TC 911.3 G W 1 .0 0 9 ROCK CONSTRUCTION �� ,\ �q� / Tc J`' W 13.00 4.5 4.5 'I 2 9 ENTRANCE - �G� �O z.o �� PROPOSED DRAINAGE FLOW ARROW 16 '9i20 ° -11.5 TC RETAINING WALL SPOT ELEVATION W 13.Oa 1. D W 08 00 ABBREVIATIONS BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONIC Concrete ELEV Elevation EX Existing FEE Finished Floor Elevation HWL High Water Level INV Invert LEE Lower Floor Elevation MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall W.O. Washout dial 910.0 BM#2 0TC \\ �� H 910.8 TOS 910.4 % 910-6 ® TO 910,6 "910.2 C 0.2 110 T11.5 91` T1 rc all. `• 5 P 910.6 � i; Tc 10 � TO11 WV 910.6 R 9106 TOP- 10.8 (TI 11 INv-8 6 G 2 „ P� 5 sln e SPOT ELEVATION 0.3 �� C TC .9 2,2 10 6 PROPO 4.7 E D FIE 1r h SOIL BORING `� % ?�� c / /-als-713.50 B G TW 13100 3 911 a se-1 - � 913.1 % 5®� T /i � 4.5 ,910. slo 3.7 BW 11 CONCRETE WASHOUT coNCRETe _` '� TOg " 1� -+ 3'7 AREA w.o. ARLA �� T� 2q..P T1 / 91e-6 \ 4.7 _� 4.1 r' 913.3 r_. ��ti/ 5.0 /-/- - 13.4 3 91 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED vi TC 9yL2 // 9 4// 14.10 3.9 ST 18 2.5 n TO BE PROPERTY LINE UNLESS OTHERWISE �`kti 91r.7/ ¢ 5 *9 SHOWN. oev,�soy. 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FFE 924.50 -9z3a a / 2 � / �2 9 x9'179 4.5 # 4.0 3.2 rr Tale 91'4-0 <' I 2 4 �_ / / \ _ 4.1 - 2 8.8 90 - �1II I " 914 ci V 13.8 III i 2.6 4 r 13 3.9 3.3 II *9 2'8 >92 .6 1 I� 914.1 9 5. IB.O 3.4 "923.4� 922� x 920.9 / .919.1 11 6 u' I -. Tiao 9II1 I 3.4\ `9I7.r� IS It i `�©�� `� �, � yam:, ,• � i � �� ,) �� ,r�► f i I - , ■ t �%• �.�'�< � �Y141 y.�G).'�,a�„ yi�:7� � `� �aa®4P� ©_ oAT� I • TO yin ��JI' f•�E'� ©'� �) �� ` 0 TC QQ I Wff, ga 917, �' ��_� , �� .� i) �� 1��a`` > \ yam•) »� :, •�ji��tyy�Iy,\ -mod. dtE:�i ` SSJ/�Vo �� TIC tlnti 4I•)1 '�til Iby�� ® �� C.'i1' t. •• .ice i .N oft low, Tr"R�'�J',a7, - lV �_.S : • •�.p_ y'1'L-7d1: \o � � ® �o� FOAM.TC ft baW WIN 917 8,1 Ih A I\ 1 I� /1 T 1-) I i \ I I T n F 1 L! A i r) 1 n, T I\ 1 i -\ -1 l l TI -. - V V U V \L `� I � I v� v L_-/_v I I V \J CS TOP=913.9 INV=891.5 910.6 sue" 910.2 vti � TC 7 s ... COrr\ �ip�z KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C400. �2 INSTALL SILT FENCE USING ORANGE FABRIC. REFER TO DETAIL 4/C400. 3❑ INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400. ® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. INSTALL MN/DOT 3885.213.5 CATEGORY 1 TURF REINFORCEMENT MAT. ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW AREAS. © FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION AREAS IS NOT ALLOWED AFTER AREA HAS BEEN EXCAVATED. IF AREA BECOMES COMPACTED, LOOSEN SOIL WITH MECHANICAL TILLER PRIOR TO FINAL STABILIZATION. FILTRATION AREAS ARE NOT APPROVED BORROW SITES AND ARE NOT TO BE USED FO R TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF 1-INCH PER HOUR USING A PERCOLATIO N TEST ON ALL BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER FOR REVIEW BEFORE FINAL APPROVAL. ❑j APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. REFER TO DETAIL 3/C400. ® SAWCUT AND REMOVE DRIVE ENTRANCE AND CURB IN ITS ENTIRETY. REFER TO SHEET C300 FOR PROPOSED REPLACEMENT CURB. FOLLOW ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS. ❑9 REMOVE EXISTING TREE IN ITS ENTIRETY, INCLUDING STUMP. 10 REMOVE CURB AND GUTTER IN ITS ENTIRETY TO THE EXTENT SHOWN. SAWCUT AND REMOVE AT NEAREST JOINT. 11 SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. 40' 20' 0 40' 80, SCALE 1° = 40' RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES, REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A MINNESOTA LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE .OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. WALKWAY NOTES: 1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT ALL STEPS AND LANDINGS ARE SLOPED PER CODE. 2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE. �, a TC TC 09.9SAN 9% TOP=909.6 I GRADING NOTES: s 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING 908.8 CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN 2 zos.4 908.7 C IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. � " 9 so9 I� / 2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. CONTACT LEONARD F. CARLSON AT (952) 7 / \ sll�� 881-2455. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, 9I°s ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT /z./m/ UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 9058 905.7 4. PROTECT ALL EXISTING STRUCTURE; AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 2 W 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL I WATER OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 905.E 6. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65. NP W 1115,1 s.6 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 27L 10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. it. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TOALLOWTHE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE O.C. O.C. O.C. IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO AND NOTED ON THE APPROVED GRADING PLAN U S VARIES AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING 8-INCHES OF FILTRATION MIX PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING RAIN GARDEN TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION PLANTS PRIOR TO FINAL REVEGETATION STABILIZATION. TOPSOIL SHALL MEET MNDOT 3677-2 "LOAM TOPSOIL BORROW" AT 7 OeF" A MINIMUM. S<O'OF 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. SEE PLAN FOR PROPOSED ELEVATION'`'IYI, - �I�✓W� IIII EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT _ PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). _IIII_ _ _II 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE 23" 1 �I�-III �II �II� BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, SCARIFY BOTTOM OF STRAW MULCH PLACED, AND DISC -ANCHORED. 11 11 l' 11 III IIII III -III III „ I, „IIII ;,IIII III - BASIN TO A DEPTH of 17. WINTER MULCHING: 18". TAKE CARE NOT TO 17 A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH DRAIN TILE 3' RE -COMPACT SOIL SOIL BLEND OF 9S% AND A4 INCH SIDE 35 PVC MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. BASIN SOIL FROM BOTTOM OF INCHES IMPORTED CUSTOM MIXED 17.B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH WASHED SN 5% IRON FILINGS. PLACE IN 12-15" PERFORATED DRAIN TILE SPACED MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY LIFTS, HAND TAMPED. SUBMIT MIX 10' O.C. ACROSS BOTTOM OF Q DESIGN SHOP DRAWING FOR APPROVAL. BASIN. SURROUND DRAIN TILE BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A WITH 3" OF #57 STONE. SUBSTITUTION FOR DISC -ANCHORING. NOTE: 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED REFER TO ARCHITECTURAL PLANS FOR RAIN GARDEN PLANTINGS, BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS TO PROJECT TEAM PRIOR TO FILTRATION MIX SHALL BE: CONSTRUCTION. 60-70% CONSTRUCTION SAND MEETING ASTM C-33 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. 15-25% T(OP SOIL MEETING WITH LESS THAN 4% CLAY CONTENT 15-25% ORGANIC MATTER MEETING MNDOT GRADE 2 COMPOST 20. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING. CONTACT THE CITY OF CHANHASSEN 24 HOURS COVER BOTTOM OF BASIN WITH 4-INCHES OF DOUBLE SHREDDED IN ADVANCE OF ANY DEWATERING ACTIVITIES. HARDWOOD MULCH WITH NO WEED MAT. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF 2 FILTRATION BASIN DETAIL THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE C 1 00 NOT TO SCALE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST. Of 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. I 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG, INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. TO SEDIMENTATION 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED I -------------- -- -- BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES I j AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS TOWNHOME SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY t SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF I I II I I CONSTRUCTION. __I __� ___;_ I___1 ______�� 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF DRAINAGE SWALE (TYP.) CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, I WITH 2.07 AND 5.0% MAX. GRADE THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. - - - - - - - - ----- - - ----J-- - - - 10. AIL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH I GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 48 HOURS TOWNHOME 1 A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO I PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS PROVIDE A B. IF THE GRADED AREA S A / + -- 11 + + _ i7 + TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED ---- ---_-- - MIXTURE 21-111 (OATS), OR 21-112. (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. I C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A LOCATION of FLOW DIVISION SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE. LINE -VARIES WITH D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND ROAD GRADES PLAN SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131 (COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE. U SPECIFIED LOT NG. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE ELEVATION OF SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. HIGH FRONT TOWNHOME 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED LOT CORNER ELEVATION OF REAR DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING 7"-8" MIN. LOT CORNER CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED FINISHED FLOOR 2.09, I ______ MIN AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE 2% MIN. TO s% AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE MAX. SWALE GRADE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SETBACK DEPTH OF HOUSE SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24 HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER ELEVATION MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND 3 LOT BENCHING DETAIL ROUGH GRADING1 OR WETLAND IS RESTORED. NOT TO SCALE 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION C 1 OO CONTROL BLANKETS OR STAKED SOD. 16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS DIRECTED BY THE CITY AND/OR WATERSHED. _ rfj Z �Urj U FF-II PLI 0x� Qi W W Lr7L0 Q Ow a O v w� O z z wa z4 Z_ N aU w ? n 0I M N Z'0 OLI,0,= wO4Z0,Or, �04�0404 0 00 Lu Op"'.0 04 D - I X , N oaa , cLU oca V) =0 0 y5 N O ULLIw N ( N N C.) ¢ ) U V N r= T0) U0 6; zk ''IIIIIIIIII roN o I I 0o "T E a DO Z� 0 Y vv a 54 m W y wco� E RM ` CO 2 w �W ro 0 c c ro ro cq cr XX4 ; x=` Lo 0_ LL Lu O«w mo��jyy z w O Q 0 O W W W 10 .a v� > 0 ~ w O :D n _�N✓wi '3 l7 O U w r Jw z vOz< W Z V mLL�-zz 0C w Q S LU C W O Y N Q m LL, LL U N aaaaaa C N N � •O w CI ON a a a v=i `n a 01 obi 01 a 1n PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM GRADING, DRAINAGE, AND EROSION CONTROL IPLAN C100 9 27 a U PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ...... ------- PROPERTY LINE - - SAWCUT LINE - - - - - - - - - - - (APPROX.) SANITARY SEWER - WATER PIPE I I DRAIN TILE ---�--- STORM SEWER -�--�- RETAINING WALL FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION NV. 915.50 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete INSTALL NEENAH CASTING R-1970 OR APPROVED EQUAL OVER PVC CLEANOUTS. \ �.. PROPOSED SURFACE s q SET CASTING SO THAT NO SURFACE LOAD IS TRANSMITTED \ TO THE RISER PIPE. INSTALL NEENAH CASTING R-1970 OR APPROVED EQUAL OVER PVC CLEANOUTS FINISH GRADE MIN 5" TOPSOIL 3-INCHES BELOW PROPOSED GRADE. BMW 4 THICK X 6" WIDE CONCRETE COLLAR 6" RISER 8 10-1 /2"t 19 � w z 6" PVC RISER PIPE ` a a w 6" 45 DEGREE, LONG r N RADIUS ELBOW r .. 1/8 � //FILM Bend �r rri BAO r r 7� BaIL � INV. flow 6" 5 DEGREE BEND j �� :20 r / r.--•A---Y-- 5 45 / /r j r I 28 28 DEGREE BEND FLOW CLEANOUT IN IMPERVIOUS AREA ITM CLEANOUT IN RVIOUS AREA r P1 4 DRAINTILE CLEANOUT / C2Yo NOT TO SCALEFy %El PROPO DIP Ductile Iron Pipe O ELEV Elevation EX Existing / FEE Finished Floor Elevation INV Invert / MAX Maximum / MH Manhole / MIN Minimum PVC PolyvinY Chloride / BOB Reinforced Concrete Pipe RED Reducer RD Roof_ Drain / J ° 0 / STRM #6 O 22 ° 0 STRM #7 / 0 / o N V. 916.61 NV. 917.2 INV. 911.25 V. 916.93 25 I 23 IN 25 / 23 / NV. 907.50 25 1 STRM /f¢0 NV. 919 25 I 26 STRM #4 I I - - -- 22 -�-= -- - O I N 909.14 I 1 20 STRM #3 11 1 STRM #16- 61-----) ------>------Lj I STRM #11 28 I\ FURATION BASIN #1 \� \ \ _ H1IL0 �.3.3 99 \ \ \e'� DT INV. 961.67 20 �`ti \\ I ---- _ \ \ \---- STRM #2 \\ \ ---_ 27 '--------- ------ \1 STRM #12 --r STRM #13 STRM #1 0 PRO S BUTO FFE 20. 0 13 #1 0 �g Gso . I .i111 � � I ,P• � , 1 �� ' •'� �� / �®/ � /jam r' r 5 17.98 25 25 ED BULDING FFE 924.50 LFE 913.50 5 #8 ° 919.00 NV. 917.42 25 NV. 917.42 25 917. 2 25 25 25 18.52 25 NV. 918i.68 25 N V. 919.0❑0 �j .42 25 916.5 25 25 . 918 914.02 25 25 25 1 UTILITY PLAN C20 = STRM #29, 4.50 BM#2 0 0 5 SPA 8" SE IN KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. �1 CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE M 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. DESIGN ❑3 INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO GRADE DETAIL 8/C400. ® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 0 STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4O' ZO' O 4O' HO' w c� COMPACTED © CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN a BACKFILL STANDARDS AND SPECIFICATIONS. a SCALE 1� = 40' INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND a UNDISTURBED SPECIFICATIONS. Z SOIL ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND UTILITY NOTES: SPECIFICATIONS. 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE w WATERMAIN g INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL 0 CHANHASSEN STANDARDS AND SPECIFICATIONS, COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. /r INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE CHANHASSEN STANDARDS AND SPECIFICATIONS. TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FR01 THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH HYDRANTINSTALL FIRE AAIL 10/C400. FOLLOW ALL CITY5 FEET RIITTEN OF CHANHASSENSTANDARDS AND SPECIFICATIONS. I PIERMISSIONSFROM ARCH ITECTEOR ENGINEER PRIORATO INSTALLATIOI TIE TO TEE W/ 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF OF INSULATION. MIN. OF TWO �\ CHANHASSEN STANDARDS AND SPECIFICATIONS. 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT 3/4" DIA. ROD 13 SSTUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. SCHEDULED TO BE REMOVED. 8" SEGMENT COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL CONCRETE BLOCK CONCRETE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLO BLOCKING ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY 14 INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY NOTE: OF CHANHASSEN STANDARDS AND SPECIFICATIONS. STANDARDS. PIV SHALL MEET ALL STANDARDS INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF 5. ALL WATER MAINS SHALL BE C900 PVC UNLESS NOTED OTHERWISE. 15 OF LOCAL FIRE DEPARTMENT INV=887.8 �9 2 � s V 5 WATER G 6.00 917.50 i r 1 i rrr�rrr l l /r r f 20 / 28 j 28 / pg . • 20 28 28 / . 28 / r RIPRAP SEE DETAIL CHANHASSEN STANDARDS AND SPECIFICATIONS. 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET INDICATOR VALVE 16 INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND OVER TOP OF WATER MAIN. SCALE SPECIFICATIONS. 7. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN 17 STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF PROPOSED PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL PLUGS AND HYDRANT LEADS. CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. B. SANITARY SEWER PIPING SHALL BE PVC. BOB 35 UNLESS NOTED OTHERWISE. 18 STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED 9. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIP[ CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. SHALL BE CLASS 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3 19 CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF UNLESS NOTED OTHERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO DRAIN TILE SHALL BE 904.70. INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40. BACKFLOW PREVENTOR OR APPROVED EQUAL. 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM 20 INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER TO FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER 2/C1OO. MNDOT STANDARDS, AS DETAILED. 21 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE COMPANIES INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. PRIOR TO START OF CONSTRUCTION 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF 22 INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE. 23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GA` DETAIL 10 C401. PROVIDE - P IDE SOLID PIPE AND S TO 1 / WATER TIGHT CONNECTION 10-FEET TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE, APPROVE[ OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT P4 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTION. CONSTRUCTED WITH SUCH JOINTS. 25 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND SPECIFICATIONS. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK 27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. 28 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200. PROVIDE 4 - 1/2" SS ANCHOR BOLTS W/ CLIPS HOT -DIPPED GALVANIZED 1/8" X 1" - 2" O.C. _/ GRATE IN 2 SECTIONS 1/8" BARS - 3" O.C. SEE DETAIL 60" O.D. 1/4° x 1 1/4" FLAT STL. (4) 1/2" - 13 UNC HEX HEAD STAINLESS STL. BOLTS 1/2" SMOOTH WITH NUTS AND WASHERS 3 1/2" O.C. BOTHOTH WAYS STOCK (2) 1 /4" X 1 1 /4" FLAT NOTES: 1. GRATE TO BE MADE IN (2) PIECES 2. ALL METAL SHALL BE HOT -DIPPED GALVANIZED. STORM SEWER STRUCTURE TABLE STRUCTURE NEENAH STRUCTURE ID DIMENSION CASTING RIM ELEVATION INVERT ELEVATION(S,) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE STEM #1 18" FES NA 896.25 N - 895.00 49 L.F. OF 12" RCP @ 0.51%, STRM #2 STRM #2 48" CBMH SEE DETAIL 2/C200 906.65 S = 89525 ------ N = 901.67 16 L.F. OF 4" PVC @ 0.00%, FILTRATION BASIN #1 DRAIN TILE STRM #3 24" FES NA 906.33 N = 904.00 25 L.F. OF 24" RCP @ 0.31%, STRM #4 S = 904.08 -------- *STRM #4 48" CBMH R-3067 912.29 SE = 908.02, 62 L.F. OF 15" RCP @ 1.00%, STRM #11 N = 906,99 61 L.F. OF 15' RCP @ 1.50%, STRM #5 NE = 907.83 83 L.F. OF 8" PVC @ 1.00%, LOADING DOCK ROOF COLLECTION SYSTEM S = 907.90 STRM #5 48" MH R-3067 913.23 N = 907.90 133 L.F. OF 15" RCP @ 3.50%, STRM #6 E = 909.00 66 L.F. OF 4" PVC @ 3.407, BUILDING DRAIN TILE STRM #6 48" CBMH R-3067 919.00 S = 912.55 ------ SE = 912.55 33 L.F. OF 15" RCP @ 1,99%, STRM #7 NW = 913.20 -------- STRM #7 48" CBMH R-3067 921.65 NE 913,20 229 L.F. OF 15" RCP @ 1.00%, STRM #8 S = 915.78 67 L.F. OF 12" PVC @ 0.99%, HE ROOF COLLECTION SYSTEM WEST HALF SW = 915.50 STRM #8 48" CBMH R-3067 921.90 S = 916.75 95 LF OF 10" PVC @ 3.14%, HE ROOF COLLECTION SYSTEM EAST HALF N = 915.75 46 L.F. OF 12" RCP @ 0,99%, STRM #9 STRM #9 48" CBMH R-3067 =92070 S 996621. = 0 30 L.F. OF 12" RCP @ 0.99%, STRM #10 STRM #10 24 36 R-3067 920.40 BE = 916.50 C6 NW = 908.64 -------- STRM #11 48" MH R-1733 914.34 S = 90&89 68 L.F. OF 12" RCP @ 4.25%, STRM #12 E - 908.97 17 LF. OF 12" PVC @ 1.02%, ROOF DRAIN #1 STRM #12 48" MH R-1733 917.41 E = 911.77 18 L.F. OF 12" RCP @ 1.01%, STRM #13 STRM #13 48" MH R-1733 919.19 E = 911.95 108 L.F. OF 12" RCP @ 1.00%, STRM #14 W = 913.03 STRM #14 48" MH R-1733 922.88 NW = 918.79 35 L.F. OF 12" RCP @ 3.51%, STRM #16 E = 913.03 19 L.F. OF 12" RCP @ 1.01%, STRM #15 W = 913.22 -------- STRM #15 48" CBMH R-2535 922.22 E = 913.22 47 L.F. OF 12" PVC @ 1.00%, SE ROOF COLLECTION SYSTEM BE = 913,22 115 L.F. OF 12" RCP @ 0.837, STRM #29 STEM #16 27" CB R-2535 922,93 SE = 920.02 -------- STRM #17 24" FES NA 908.49 S = 90&70 30 L.F. OF 18" RCP @ 0.40%, STRM #18 STRM #18 48" MH R-3067 914.87 N = 906.82 ------- SW = 906.92 82 L.F. OF 12" RCP @ 0.40%, STRM #19 NE = 907.25 -------- STRM #19 48" CBMH R-2535 912.50 E = 909.67 4 L.F, OF 4" PVC @ 0.00%, FILTRATION BASIN #4 DRAIN TILE SE = 907.35 165 L.F. OF 4" PVC @ 0.80%, FILTRATION BASIN #3 DRAIN TILE STRM #20 12" FES NA 907.95 E = 906.70 27 L.F. OF 12" RCP @ 1.50%, STRM #21 *STRM #21 48" MH R-3067 911.10 W = 907.10 ------ BE = 907.10 30 L.F. OF 12" RCP @ 1.33%, STRM #22 STRM #22 24"x36" CB R-3067 911.00 NW = 907.50 -------- STRM #23 8" FES NA 918.77 W = 917.50 80 L.F. OF 8" PVC @ 1.00%, SW ROOF COLLECTION SYSTEM STRM #24 8" FES NA 918.77 N = 917.50 56 L.F. OF 8" PVC @ 1.36%, NW ROOF COLLECTION SYSTEM STRM #29 27" CB R-2535 91&05 NW = 914.17 -------- STRM #30 48" CBMH R-2535 918.90 S - 912.00 ------- N = 915.10 120 LF. OF 4" HDPE @ 0.00%, FILTRATION BASIN #2 DRAIN TILE STRM #31 48" MH R-1733 910.84 W = 905.00 ------- N - 906.07 119 L.F. OF 12" RCP @ 5.00%, STRM #30 STRM #32 12' FES NA 896.25 E = 895.00 415 L.F. OF 12" RCP @ 2.41%, STRM #31 * PROVIDE SUMP CATCH BASIN. REFER TO DETAIL 9/C401. SANITARY SEWER STRUCTURE TABLE STRUCTURE STRUCTURE DIMENSION NEENAH RIM INVERT ID CASTING ELEVATION ELEVATION(S) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE EXISTING STUB SSWR #1 AND 45 NA 887.73 SW = 887.00 21 L.F. OF 8" PVC @ 90.28%, SSWR #2 DEGREE BEND SSWR #2 45 DEGREE NA 901.76 NE = 901.03 -- BEND SW = 901.03 107 L.F. OF 8" PVC @ 1.00%, SSWR #3 SSWR #3 48" MH R-1733 914.25 NE = 902.10 SW = 902.20 213 L.F. OF 8" PVC @ 2,06%, SSWR #4 SSWR #4 48" MH R-1733 920.50 HE = 906.58 S = 906.68 151 L.F. OF 6" PVC @ 1.07%, SSWR #5 SSWR #5 48" MH R-1733 924.28 N = 90&30 ------ S = 908.40 10 L.F. OF 6" PVC @ 1.01%, BUILDING CONNECTION (INV. 908.50) 19 1 x z COD rn W r M V 0 ' LO Q LU I WC 0 Z 0 w Va �c z Z W z U) w? N OJ M LU v ZO'0 ~ mCi J �O 0 W O 0, N LU 01 � �Q 304 �iO4C1(/7 0 0LU 00, 00,, 04 0�0= n ca a oo E o I > N o U 5�a E a I I m Z C �M�d cm I WW w W ' v_i `t E Y'°°� =s = E z 2 p CL m` � C9 0 mro�v_a € or mID W muE� u°ii(LL`L�w wa0 N W 10 10 Q H 8 W �a O a 0 Xlw u ~ �_ V_ w 0 J S 0 :F �Ow<¢z~ O w ~ z m LL- z Z www (D wS Q H LLI =N: WO `SSA`�S L Y p m UO n z V V <1 < < 0 w a 0 a 0 a 0 cu 0 a v=i `r' +n c� 01 a 01 Casi '! V Z ILL _0 Z Q � W 0 O V) w CID Z Z O I z Ir z LU 04 V) O - Q V I w Z cy- C� < Q a I V PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM UTILITY PLAN C200 4+52.84 5+55.57 91153 5+00 5+50 .,..NOTE: HORIZONTAL SCALE 1" 40' VERTICAL SCALE "=5' 92 9 1 1 1 1 1 , 1 1 1 1 1 1 1 1 II 1 1 1 1• 1 1 -r e SAN S— I I mv> I wow 20 U I F F 12" SIDIRM CROSSING \ > i STA.-5+85.93 ELV.-916.13 �J1' ( N N c 11 � EXISTING GROUND PROFLE - I --1 0, . �m v¢ = K + N % Y OJ FU FZ VIZ NU NU W J W f �m�rov'915- � o FINISHED GROUND PROFl E - � o '+° o > 45' BEND - - PVC NV- 1- 86,60 EX '. 8" SAN, 5 WER 880 — - - - -- -- - _ 0 0 0 0 0 LC) 0 n 0 0 0 Ln 0880 0 0 0 0 0 Ln 0 LO 0 + + + + + + + + + -}- + + + It L(-) In 0 QD r-- 30 00 G) o 0 0+00.00 1+70.79 93 +25 0+00 0+50 1+00 1+50 11 2+fg050 NOTE: -_-- HORIZON AL SCALE 1" 40' - ---- ! - _ - - VERTICAL _SCALE 1" 5' - a m EXISTING GROUND PR FILE ryJ _ 63W 92 I 25 M N w m ma> I�w 92I FI 41SHED GROUND PROFILE 20 1 I �91 S II- 1 I -1 -_ 91 110 V h 35 UaSAX �__ N —_ IS = 908.4© - 1 I, IN N-._908:30 'G � cWFId _:._ .... -. IM 5 906.38 90IN NE 90 .58 Y — 05 N 0 0 0 0 0 + 0 n 0 In 0 0 + + + + 0 CD N 3 SANITARY SEWER PROFILE C201 1 —40 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ----- -------- PROPERTY LINE — — — SAWCUT LINE — — — — — — — — — — — (APPROX.) SANITARY SEWER �110—. WATER PIPE DRAIN TILE ---->--- STORM SEWER RETAININGWALL FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION NV. 915.50 Abb[S tVIA I IUNIIJ BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FEE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinf Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain KEYED NOTES 111 40' 20' 0 407 80' SCALE 1n = 407 KEYED NOTES ARE DENOTED BY NO ON PLAN. CONNECT TO EXISTING 8—INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL C17Y OF CHANHASSEN STANDARDS AND SPECIFICATIONS. O INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. Lj INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. ® STUB 4—INCH SANITARY SEWER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. STUB 8—INCH SANITARY SEWER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. © CONNECT TO EXISTING 8—INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑j INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 6—INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF J CHANHASSEN STANDARDS AND SPECIFICATIONS. 1p INSTALL 8—INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 STUB 1.5—INCH TYPE K WATER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 14 INSTALL 8—INCH 22 1/5—DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 15 INSTALL 6—INCH 45—DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 16 INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 17 STUB 8—INCH FIRE PROTECTION SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 18 STUB 6—INCH DOMESTICWATER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF DRAIN TILE SHALL BE 9104.70. INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" BACKFLOW PREVENTOR (OR APPROVED EQUAL. 2p INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER TO 2/C100. 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. 22 INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10—FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. P4 LOCATION OF PROPOSED) ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. P5 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8—INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 47 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. 28 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200, F U N rQ^7i W �z77 W En yyW �i W a n 0 M Q uLr) Lij a 0 U w o z z wa V Z v7 :E GJ M W `n 0 Z O 0 F m V 0 O 00,, _ _ t- .p C9 w ONZ0, 00,,� � 3c,:E,a n 0 V Ow OO, per, CD H O O (IN I�IIIIII��II I I w mW z 2 � C9 w �W > coo T O N O co N O O Lo V r 5mz�OY C2`tcoC6 s NC0roE 0 QCco� M ro ai C— r�ico L5 a- LL LLI ce= g v_o E' a ' Oa�w mZ< z0< �� _ z0 <�� 0 O -D0 S N 0 O v w Q < w Z w 0 wFO�Q�ON V Z w UE w Z T w 7 0— Z z ww°� W Q ? W O S`G� Y Q U: H L G 1= D -D J Q C K K aaaaaa 0 w C 0 a 0 cu 0 0 a In Gr ro G� v a ON ON of cl V `Z 0 Z Q v W � / CD0 W z O M Z Ln LLj O ^ 1 V) (J) v z Q = �v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM SANITARY SEWER AND WATERMAIN PLAN AND PROFILES C201 V 0+00.00 0+69.48 1751-0+50 0+00 0+50, 1+00 1+ �5 91G� NOTE: HORIZOtITAL SCALE 1"=40' 1 VERTICAL SCALE 1"=5' _ 1 9 1 C 0 g o. II fn W =IIw 9 0 -- .-- ----- - - 9 05 FINISHED GROUND - PROFILE - - EXISTING GROUND - 90 1900 ;,. 49' OF 12" RCP O 0.51 % nn iV.Ip 0 O 00 M03 .. �Z z 89 890 Ln 0 0 o u� + + O Ln 0 CJ CD 0 + 0+ 0+ STRM #6 F OQF2i 0 22 EE O S 0 / Of 0 4 / U / N NV. 916.61 / ® NV. 911.25 23 / 23 I STRM I I --- 26 STRM #4 23 22 �\\ O 28 ----�-`- I •-r=--> -------r-- •ee_ 28 I i i 20 STRM #3 28 I\ FILTRATION BASIN #1 \ 26 DT INV. 01.67 20 ��\\\ \\\\ Noo STRM #2 o� U O r\i a V)O STRM #1 Y1 STRM #32 O+00.00 9 I C I 9 9 8 N Q-j + O O + 1 0 STRM #11 STRM #12 #13 7.98 25 25 ED BUILDING FFE 924.50 LFE 913.50 MZIWA KWAIRMINN"I ® +CG. SEE 2/C202 FOR PROFILE nnn 11 1ni 1 1 STORM SEWER PLAN VIEW C20 1 =40 #29 w w N #24 4+66.67 Lv O O �-j O CD O CD Ln Ln CD Ln O _ CD Ln O Ln O N + + + + + + + + + O - CAI N r7 r7 � Ln Ln 0+00.00 1 +47, 83 9 9 C C 9 9 N U + O O + 1 0 0 0 + O 0 -0 LO 5 0+00+00 0 3Q 50 0+00, NOTE HORIZONTAL SCALE 1"=40' VERTICAL SCALE 5' 0 9 2 J�- D 5 0+99.55 +5� 1+00 1+ 050 I 25 FINISHED GROUND PROFILE ---- - ; 15 z EXISTING GROUND , PROFILE f 91 10 ,n o 0 0 0 + o Ln o -0 o + + + + O O 0+00.00 0+76.45 0 0+00 0- 0 1 1 +00 1+ 050 NOTE - HORIZONTALS ALE 1"-40 VERTICAL SCALE . .. 1"=5` FINISHEDPROFILE UND 925 25 EXISTING GROUND - PRO ILE -- - 920 -- 20 - a,Y a .. 56' OF 8 PVC ® 1..367 91 --...- 15 > z 91 0 ,n 0 0 0 0 + 0 Ln 0 0Ln 0 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ------- --- ,--- PROPERTY LINE - - - SAWCUT LINE----------- (APPROX.) SANITARY SEWER 30 WATER PIPE DRAIN TILE ---�--- STORM SEWER RETAINING WALL FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION NV. 975.50 ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain KEYED NOTES IM 40' 20' 0 40' 80' SCALE 1° = 40' KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑ CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. La• INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. ® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ❑ STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. © CONNECT TO EXISTING S-INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑7 INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑g INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 10 INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 STUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 14 INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 15 INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 1g INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 17 STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 18 STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF DRAIN TILE SHALL BE 9104.70. INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" BACKFLOW PREVENTOR OR APPROVED EQUAL. 20 INSTALL DRAIN TILE FOR: FILTRATION BASIN AS SHOWN ON PLANS. REFER TO 2/C100. 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. 24 LOCATION OF PROPOSED, ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT ELEVATIONS AND, PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 25 LOCATION OF PROPOSED, ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. 28 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200. m= m r cm 0 z= a3 a ��IIII��II tl N O U I I m Lo E > � O N � o mo Z .0 d'e I C2co @) z �W YNc�°Da o w o a za z room 0r-C: 0 r e E mg °LO'2 o[L IL LU o�o� U Os w m 0 0 z w Z 0 N w w w 10 6Oy a O a�00 z �-O�z 0 0 T z w Q z00� w K Q ON w O z w Z 0~Z`2 w = p to : W 0 Y m N N Q L, LL D w v v -Lj aaaaaa 0 0 0 0 0 D cl M cMi N Nt 0 M 6 �n a M M M M V Z ILL O Z Q W � V I O V) W Z _, Q � C zLn Lo z w V I LU Z Q I � V PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM STORM SEWER PLAN AND PROFILES C202 1 STORM SEWER PLAN VIEW C20 1 = 0 0+00.00 0+87.01 1+54.77 1+97.51 92 +25,0+00 0+50 1+00 1+50 2 00 2+ ZS NOTE, HORIZONTALSCA_LE 1" 40' -VERTICAL SCALE 1" 5' -- N _ > FINIS ED GROU =,1 .PROFILE.m_IFw 920---- w m'0 of 20 7, fF ro -- rn II N O.> - V �� II �a 915— �N> — nm 5 cn w 18' OF 12 RCP @ 1 .01 % �a� 91 G ---i910 w 3w >-> >> 50 zz 7z o . -- o 90 �5 z z 68' F 12" RCP O 4.2 % z rn z _ N w - C � o co 0 62' OF 15" RCP ® 1 .00% 90 �zZ >>>> 900 EXISTI G G OUND ! P OFIL !. R l ` -T--!j 89 895 CAI o0 0 0 0 0 0 + CD+ + + + + + I ooN C\I 0+00.00 93 OOO+SOI I I 1+00 NOTE HORIZONTAL SCALE '=40' SCALE 1"=5' _ FINISHED GROUND - --- PROFILE ---- - - 925- 5 2( 1 +33.28 . 1+ 1 +76.80 0 I - T 25 x � � 0+00.00 0+85.03 93 +50 0+00 0+50, 1 1+00 1+�00 NOTE: HORIZONTAL SCAL 1"=40' - VERTICAL SCALE 1"-5' , rn � r- coop t-�N � +> 92— w ±> 25 w = FI ISHED GROUND -... N �� r�, v~i it PROFILE g d ¢ P, 92 915-- - Ln + 0 20 ' 35' OF 12" CP,@ 3.51% 15 I M h M GROUND Quo 0 0 + 0 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ----------- PROPERTY LINE — — — SAWCUT LINE -----------. (APPROX.) SANITARY SEWER�— WATER PIPE DRAIN TILE ---�--- STORM SEWER RETAINING WALL FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER A MANHOLE FLARED END SECTION WITH RIPRAP J SEWER INVERT ELEVATION NV. !915.50 BM Bench Mark CB Catch Basin CONIC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FEE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyi Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain 1 40' 20' 0 40' 80' SCALE 1" = 407 KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑j CONNECT TO EXISTING 8—INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. Ci INSTALL 8" X 4" WYE IFOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. ® STUB 4—INCH SANITARY SEWER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. STUB 8—INCH SANITARY SEWER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. © CONNECT TO EXISTING 8—INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑7 INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. �g INSTALL 6—INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. i0 INSTALL 8—INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. i2 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 STUB 1.5—INCH TYPE K: WATER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 14 INSTALL 8—INCH 22 1/5—DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 15 INSTALL 6—INCH 45—DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ig INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 17 STUB 8—INCH FIRE PROTECTION SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO, THE START OF CONSTRUCTION. ig STUB 6—INCH DOMESTIC WATER SERVICE TO WITHIN 5—FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO, THE START OF CONSTRUCTION. 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF DRAIN TILE SHALL BE 904.70. INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" BACKFLOW PREVENTOR OR APPROVED EQUAL. PO INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER TO 2/C100. 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 43 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10—FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. 24 LOCATION OF PROPOSED) ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 25 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8—INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. 20 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200. n M d V7 0 n L O aW 0 w U) Z a z Z V) w o N 04M W w? w vi 0 Z'0�0I'- mC 0 000�01V '0 04ZO`O,�Q qU w04 00 LU 0 0 0, 0\1 D O co '6 NCh 00J e s �IIIIIIII) II (VNO E II 0It In N o9 I Y CrZ t o to abM w mW Y2m�E Q . E' w W co 22 m N .a Lo A LL 111 m p �Q0� <z— O w w a > w = z >O� =a0 O N _ 0 � z z I-- O Uw w w v w � 0 ~ O w d zo� w G �g wo Q B ��z w 0 —z w = LLi i- Mwz 0 (n � H O E Y p m m � z s uuJJ RRRRaa w a a a G� coi v� 6 a a a a V _Z 11*L 0 Z Q F- LLJ 0 W Z J p ZS MLn Z L n LLJ � v / 0 Ln v LLJ ZT rNI 1 0- PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM STORM SEWER PLAN AND PROFILE C203 0+00.00 0+82. B 7 +50 0+00, 0+50 +00 + 050 93 NOTE' HORIZONTAL ECWA 1 4MWNb VERTICAL SCALE .tI9L 5 -�� ., ^NN i I 92_5 25 Cn -.. _E y IIFINIS UN - o. � I ROFIL ROFIL ..., N �+> 1 20 33' OF 15" RCP O 1.99% 91 ---- - 5 00 91 110 i w zz� N m . >>> > > z_ z.. z 90 05 o o O O + O + + + + O O I 92 +50 91r 91C 905 90 0+00.00 1+06.54 1+61 81 0+00 0+50 1+00 1+50 2+00 2+ 520 NOTE:- I Cq HORIZONTAL SCALE 1"=40' � VERTICAL SCALE "=5' o rnON w I- W -�TAUND EXISTING GROU D PROFILECn Cr 82' OF 12"RCP @ 0.40% 3 OF 18" RCP ® .40% N h 0 _. 00o0 00 - rn _ -- W w Z W (A N > > > m o zzz Oa) z _ rnll z0 915 -910 05 00 LO O O O O CDLO + CD + I o CDI- N N 9 9 9 9 9 1 STORM SEWER PLAN VIEW 20 1 =40 0+00.00 2+78.86 O O O O 10 O O + + + + + + + O O N N 0-001; ►A P01 :• 0-1-00,00 0+51.65 1+06.80 92 +50 0+00 0+ 0 +0 + QZ0 NOTE HORIZONTAL SCALE 1"=40' VERTICAL SCALE " 5'._. ,. O. 0. 0 91` N 15 EXISTING GROUND II w _ �°a n.- PROFILE % N w_ = Iw__. =IIw', . _. � N 7F f N -- FINISHED GROUND 91 PROFILE 0 30' 0 12" RCP ® 1.33 27'.OF 12" RCP © 1.50% 0 O 0 0 I 0 `6 rn -905 II o Z _ ..1 w ^o > _l > z rn z t I 90 Zit - 00 Ln O O O + 0 LOo )n O + + + O O LO N + 0 0 5 0 5 0+00.00 0+55.IS 1+25.86 93 +50 "0 00 0+50 1+00 1+50 1+7-�o NOTE:'. HORIZONTAL SCALE 1" 40' -- VERTICAL SCALE "-5' I EXISTING GROUND1 PROFILE r - 0 00 a , rn 925 0 25 morn .a, >ul n w �a FINISHED GROUND 9 2a-- PROFILE -- 2 0 30' OF 12" RCP @0.99% 46 OF 12" RCP 0.99% O .15 rn _0 w N > N> 3 II II - zz > > - --- + -- z 91 10 ,n O O O O In + O I_CJ O Ln � O O + + + + PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS ---____- PROPERTY LINE - - - SAWCUT LINE - - - - - - - - - - - (APPROX.) SANITARY SEWER WATER PIPE DRAIN TILE ---�--- STORM SEWER RETAININGWALLWALLoo�- FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION NW. 915.50 ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FEE Finished FloorElevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain 129 40' 20' 0 40' 80' SCALE 1" = 40' KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00, FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. 3 INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. ® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. © CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. �7 INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. ❑q INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 10 INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. p INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 13 STUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 14 INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 15 INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 1g INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 17 STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINA1rE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 16 STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINAYE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 4" PVC DRAIN TILE. INVERT OF DRAIN TILE SHALL BE 904-70.INSTALL 4" UPSTREAM CLAMP "CHECKMATE VALVE" BACKFLOW PREVENTOR OR APPROVED EQUAL. PO INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER TO 2/C100. 21 INSTALL FLARED END) SECTION WITH RIP RAP PER DETAILS 15/C400 AND 1/C401. 22 INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 Y3 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. 24 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 25 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER TO DETAIL 13/C401. ALL STORMI ROOF DRAIN DOWNSPOUT COLLECTORS SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401, D, INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. 28 INSTALL DRAIN TILE CLEANOUT PER DETAIL 4/C200. 00 T c r 0 N E N 0 0 _ > 5�v E -5 LLOO 0 0 M 8)-0 o m Z -0y c � � es �W o 2 CO 00 E e w z 2 0'o 0 a ce w N �W cMoco�m Oa�w m 7 Q Z O N r z O LL <?00 O N Z 0 U Z : T �O :Ew"wQ w w Cw<zoo 0 w Tg� wZ W LL 0- Z Z l�J w l v w 0 Y K m o o g V 0 3 '3 <1 < < <1 w 0 0 0 0 0 z n in 6 w O! cl o a c ON V Z 0 Z Q � W 0 0 1 00 W Z 1 J O Z Ln W O 0 Z (_� V I v' W Q = av NO: 15139 IPROJECT DRAWN BY: KAB/SJH CHECKED BY: KAM STORM SEWER PLAN AND PROFILES C204 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - PROPERTY LINE - - - RETAINING WALL <D� HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE a'o PAVEMENT/SIDEWALK - SEE LANDSCAPE PLANS FOR PAVEMENT DETAILS FLAT CURB AND GUTTER PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SYMBOL �-l1 SIGN ql PARKING STALL COUNT 12 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. Elm I+ ABBREVIATIONS BLDG Building BM Bench Mark GONG Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation LFE Lower Floor Elevation MAX Maximum MIN Minimum R Radius TYR. Typical MNMUTCD Minnesota Manual on Uniform Traffic Control Devices TRUNK H/ HWA Y WO. 212 0 ♦V'o \ ®..:` ?/ PROPOSED \ w Amo \ WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 2360 SPWEA240 NON -WEARING COURSE PER CLASS 5 AGGREGATE (10% CRUSHED), MN/DOT 2360 SPNWB230 PER AN 3138 COMPACTED TO AT FLEAST 100% STANDARD PROCTOR DENSITY. .5" 1.5" 6" MIN. 4" DRAIN TILE 12" MIN. PLACED AT - LOWPOINTS -III-III-III-III-11I III -III AND AT CATCH 12" MIN. il BASINS II-1II-1II-1II-III=III-III�1I SELECT GRANULAR SUBBASE, SCARIFY AND RECOMPACT PER MN/DOT 3149.2B2 SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 100% STANDARD PROCTOR 100% STANDARD PROCTOR DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. MN/DOT 2111 ® n LIGHT -DUTY BITUMINOUS PAVEMENT WATER WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 2360 SPWEA240 CLASS 5 AGGREGATE (10% CRUSHED), NON -WEARING COURSE PER RING COURSESPNWB2 PER MN/DOT 3138 COMPACTED TO AT MN/DOT LEAST 100% STANDARD PROCTOR DENSITY. 5, zzzz 2" 6" MIN. 2" MIN. " DRAIN TILE PLACED AT LOWPOINTS BASINS CATCH = =-III-III-III--III= III III III III -III 12" MIN. SELECT GRANULAR SUBBASE, SCARIFY AND RECOMPACT PER MN/DOT 3149.2B2 SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 100% STANDARD PROCTOR 100% STANDARD PROCTOR DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. MN/DOT 2111 =1GH T ' \\ TOP OF CONCRETE CURB 3' TAPER SECTION IN GRASS; 10 FEET WITH ADJACENT WALK; UNLESS NOTED OTHERWISE 1" CONCRETE GUTTER NOTE: JOINT SPACING SHALL NOT EXCEED 24 TO 30 TIMES THE PAVEMENT THICKNESS WITH A MAXIMUM OF 15 FEET. 8 1 CONCRETE PAVEMENT C300 NOT TO SCALE B612 CURB AND GUTTER 1 /2" R. CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO AND MACRO FIBER REINFORCING PER SPECIFICATIONS. 8" CONCRETE PAVEMENT PER SPECIFICATIONS. 5" CLASS 5 AGGREGATE BASE (100% CRUSHED) PER MN/DOT SPECIFICATION 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. COMPACTED SUBGRADE NOTE: FACH DRIVFWAY WIDTH PER PLAN PANEL NOT TO EXCEED 100 SQ.FT. 2'TAPER Z x ci o N PIER WPLAN. IDTH +1 - cO EXPANSION JILOW TRANSITION CURB OF RADIUS PER FROM FULL HGT w GEOMETRIC PLAN ® STREET TO m MATCH ® a 6" CONC. EXPANSION JOINT (NO MESH CURB AND GUTTER 2' PER CITY STANDARDS NO wr N KEYED NOTES KEYED NOTES ARE DENOTED BY ❑ ON PLAN. ❑1 INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401. ❑ INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETIE. DRIVEWAY. REFER TO DETAILS 7/C401 AND 8/C300. �3 INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300. ® INSTALL HEAVY-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300. ❑5 INSTALL LIGHT -DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300. © INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C300. INSTALL ❑ REFER B/C401. TO 0' 20' O ,W7 80' LANDSCAPENCRETE PLA S FORK. CONCRETEOFINSHAIL AND JOINTING. ® INSTALL NEW MATCHEXISTING CURBAND GUTTER ALONGCSAH NO. 101. FOLLOW ALL CITY AND COUNTY STANDARDS ND RDSAND SCALE 1� = 40' SPECIFICATIONS. ❑9 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9/C300, GENERAL NOTES: 10 INSTALL MONUMENT SIGN. REFER TO ARCHITECTURAL PLANS FOR 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED DETAILS. OTHERWISE. 11 INSTALL PEDESTRIAN CURB RAMP, REFER TO DETAIL 2-6/C401. REFER 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE TO MN/DOT STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE CURB AND GUTTER UNLESS NOTED OTHERWISE. 7038. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS 12 INSTALL STOP SIGN PER MNMUTCD R1-1. SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 13 ❑ INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3 C300. / 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. 14 INSTALL 4-INCH WIDE PAINTED PAVEMENT MARKING LINE, WHITE IN 5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COLOR. COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY. PAVING NOTES: 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE BE ALLOWED WHERE NEW PAVEMENT/CURB/SIDEWALK CENTERED ON THE DOORS. MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT 7. PARKING STALL DIMENSIONS VARY. REFER TO PLANS.. TO BUILDING FACE. 8. THE CONTRACTOR IS TO CONTACT THE CITY OF 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. CHANHASSEN FIRE MARSHALL FOR THE EXACT NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. PLACEMENT OF FIRE LANES, YELLOW -PAINTED CURBING 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY AND "NO PARKING LANE SIGNS" FOR FIRE PROTECTION OF CHANHASSEN STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL PURPOSES. AND INSTALLATION METHODS. 9. CONTRACTOR SHALL PAINT ACCESSIBLE PARKING AISLE 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST WITH STANDARD STRIPING AND "NO PARKING' AS JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND SHOWN ON PLANS. CONSTRUCTION MANAGER. INSTALL DRIVE ENTRANCE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY REQUIREMENTS FOR TRAFFIC CONTROL. CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO FIBER REINFORCING PER SPECIFICATIONS. BROOM FINISH CONCRETE SLAB o � a a > <o°o° o°No°0000 0 °0 00 00000o°°a°° �o ° - 6" GRANULAR BASE REFER TO SPECIFICATIONS COMPACTED SUBGRADE REFER TO SPECIFICATIONS C300 NOT TO SCALE FRONT VIEW CLASS 1 RIP -RAP � GRANULAR FILTER BLANKET 731� J SEE NOTE2 1 AND 2. RIP RAP VIEW CONCRETE CURB NOTE: 1. THE CONTRACTOR AT HIS OPTION, MAY SUBSTITUTE A GEOTEXTILE FABRIC BLANKET, Mn/DOT SPEC. 3601, FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 2. RIP -RAP SHALL BE PLACED IN ACCORDANCE WITH Mn/DOT SPEC. 2511. U x �A F4 W m r � M O 'L H Q O W w a O V za o W z z w Z N U w Z U) GV M LLJ vi o ,0- z� mG OO 0, 0, 2 (~`O a '0 w(NZO 0,GI �0404 tN O O�C)0100,, O C,4S2 t Non d LL IIIIOII��II I I I w mW z 2 w �W U CD N O a3 6 _: N N a7 0 0 LO n Lo E N Y 0ZMVO �9 00 m2ab , @� Y w ciao 0 a�co� o m` a) C0 0 ms Ca �w m p � w Q z O N a N w w 10 O I z O oO N��a = 0 C7 �-OvWg � O� J� w <1w z�oo� OF Q O � w U�D wz Q m y- z z wwLu W O Y p N N Lb Lb a] m M N 2 2 g N V V 3 3 a <1 <1 < V N N '0 O w ci O a O all O a O (N D n n N CO a 01 o w N a V Z 1L 0 Z LU �_ o V) 1 J O 7w Z M Z Ln Ln Z w V) 0 V O � ^ w z av PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM PAVING AND GEOMETRIC PLAN C300 Em 0 TRUNK HI HW4 NO 212 MOVEMENT P no 44 ?5 6�25 21,50 bhbm firetruch feet Width 8,50 Track &50 Lock to Lock Time 6.0 Steering Angle 45.7 40' 20' 0 ,W 80' SCALE 1w = 407 v� N x z w CA Ica LLJ a � M Q � W Q U w a OY Z Z w o ry7 w � vi Z 0 0 00,0,= _- P p 7 wO Z O` �Q �c �04ci O v 0FC)O p� a S X 0 Z N Ci _CS Cr Q � 0 m III'IIIIIIII -Q N OE _ I ca T v mdE o no mztoa o9 c�00 @) mW Y mm- E' Z o a-Zon o �CJ m m 6 C- z O C a y E w �W v) c o v = L a LL wo.Eo z �gww a z�>ow �Qaao 0 z s �o�C)wQ w z 0 Z 0 K T Z w Z w C w w K G m m m N o o 71u aaaa�a s o 0 0 0 w cy cu cy cu a -D n m o a m a CN ci a a Z_ �N �f _0 Z Q '0 V / O W T1 O 7Z i (Y) Ln Z 1-0 z /^) Q Q v I 1 1 7 < PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM TRUCK TURNING MOVEMENT PLAN C301 .1 i- 4 Grit a"'Dwn seer fit fill lr., fn, _, F Ht a {lwr�AI,l ✓f F tl:a' I ..4 N ptyi',t✓} 6n C4C'lnrr 4nd :Lt'^Ptrl NPaft,n" r e .i:J::I r 11 :fl..ry :urt to f,'X.. `D f b )•1 111 Ail CU' P:,S;•�, c.:ntrgia r�Y IcG IF Cum - fi In l'ri ]CC 4r ` -_-", I JI( �' . _ F '! ! 5-2 eY _._-___- _.. wC,ril c ntrffi-T rAdf'J nt x )c-" rings ollAwn4 wlrr^. 1/4"---yr_rnet �, Y rOIDrl-jr, b-lw+-i e�-h -nd a EL li"'�1- f� f: K1" t.G gCtY _l^ LCi'iJl j� .I - � ,.>•Ufa 0-1 iitit, U.kt3lr:t. _ -i 7 PJII-P. b"v 1-- J Jay+Iv,a,,t> ati;rll i,v gra.rfad on both I ''r r- jrd tilt Fl, 1 BtCFk i""!1 bC Ur'='+idea In g1 CQtOl ttl]3iVnnbnhtil:9 u^nrl "+10'nS 5:'WCr 'n:p'•Y'G'93. ter], CAr'O .'J b[r fKCJlly oncQ:e, Nd(Qr'dl"et'b COrb 5-rctiOn r hir;::k 0rrrlaurrts tw ;Ilrrwwt, v. 'I'.'Y V9In8 O'v •rrlNHIII a .,W 11, I:$ha, STORM SfiVv'ER CATCH BASIN 2' X 3` RE:CTANGUL.AR REYL4EP: 2-10 PLATE NO.: EWC,:NEERIhG OE:ARTMEN7 3101 FILE %WE_G-V ^XSPFCS 3r Ot 13 CB-2' X 3' C40 NOT TO SCALE _ h;EWNr i-/54: DN :.fE, UR �• ,rPf A(wEi E94AiL r, VIi rrN t r+ NOF, 61 BEI'll . -• _•.._ J trITF"'.J•t 4kAtI LiF° SIa':4 vaFr H1A.7A, _..._..«.�I_.,.......�.^... ..... thy*;,' R'TFF R 1N IY 'OH 1. T tl C V 5 5 it ;' p,a7fa, A 0 C.t ri?'•M Ne, r3 ....._.._._ "ll T`I r3c ''RCCAST rXCTtiyV ESE N''tST OPENING, A5 REalAti S r �I =I. 1t II u: II. v.. M Of YFI CAL 27" DlAlti Ert amm CATCH SAISIN th rtSE:iT. F-11 PLATE NO.: Er,GNI��RFNG DCPAS?TMEN'I 31+J. 14 CB-27" C40 NOT TO SCALE C'r CtwF1Qjl No, 110 f.:M r lvat _n }f4d if+rritl -•• ,e tlx t"rlI tir-HAmoi A iEl Ot Imt II �t r Mni ] p•It. r: I All Tv,ir erJ C;na«roirl Aprrwri off^nT ba kMrr -tied Rn :"IIAmlGi i xl Tr -,,h fkunrrdr; 2 All mewl Re+.z'aread Con,;.ata axe-uras fl now PI shag! be ;::ed bac&, 3 pil B Aq`..I`:" flat . leorr 1anniv . fit nt,+nS1,, _ry 1 rr t•: 'i,TC Ala' x ;Lin rJ 1` _ .)111 r;ee k - 1 1r. Pt•� 4i4•_.l dF F"LARED END SECTION kkFgSEC 7.,. 1.7.. PLATE MC,. ENGI^;EERiNi: DEFA`?T�,iEP4T zl'11�19 10 HYDRANT INSTALLATION C40 NOT TO SCALE i i Ei Mly, ul r0.Y,L(' Hu. -it FrF «' Tr'lltii OUR, T �T v I1T hl. ,.r Sr-rn .1 1 I.T,,PET [IIJr;I kn -.FE 4i^,,� rrr,i -,r"a+nxlr Ihry r,Y4, nnrt ;'iavfa Or:K A"a:P. >rle ;:avl,r A a _'il of QPoll ;w h.:ez ll Ila; bee plrl", I-.ir":: (:'i n'-, r, nru-R Ir, r:,a I' r1` rAKP, ,•I wil .,+ A: £'S lL{.rP-Bd CUR rIA'n Gl )Ilar rIi Sf,.T 1,11 ?1 •ht f F... .. ;1<tuk>le '91ras cmOF TYPICAL WATER SERVICE 17E05ETI- l... IT FPEP.'FF.: NO: tJ f.EF_RINI DEPARTMENT 10.35 rl.E kAtk".: t:-'• C`,..v'eES:S', tOQ5 11 WATER SERVICE C40 NOT TO SCALE T-W- RgUi' Yg e ,. Y, :: R .,i 171; , xr• ?I ., !4 it Ire 'JJI . r h fP . .1 'rIr'rr •: 1 The T� _ `an L The VC Bf Ta it Thy Ti:r!¢>:;w lz CdrtLiIFP 'T-oN ti. It}y Ae- utf"aq> fIi !S,14 r < r" m'W.1Ar piR•r E• ILI P,'k n,E,,rr:. rir4a :+t diTltfnrr^. ow,r'"' (J1Mb2""`itP ;:HS(n Pktl 1'C?ti.i IFS er u;' 4 ! 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AND LOX INSTALLATION . 2-f3A � LwiG IP. f:.'G.F'IING DEPART bC4:A t 1006 Ad1 I91 c 8 milme ;_Mori rir '.er rr't ,R.9NiE'y tirvt All i NIriS (St(Sl PIGP 1 11)) t f ' "` / PJfn4itf I+ i x.+r e' nil ni S{tttitn'ti _.. slil rlant,;.e;sea POOR 210?� 1 ✓ ; "t /^ tdXu t dV r� � rai 4 NL•ul U P Ill Rr 1 N r I I i•r r All fir e in m DIl to low j: ni1ARr g•r5LM6 ir'i_lklwtl A �`E Taw• 9r A^ dl+ Ajftj Cy jjijLr Gwcp yr_ A UPI,m rn of a trl.dr 0drinNl.'1iA 4. _. GI Oil µ✓me Nln i I,r e i 'sip-11y w (y.,^I v :, n1- 'gar kN-•a with �GW tj WWI pro Ihai, ae ink; Lion.'I V of q" LIFTING. thA, YAV'0'9 l eN tit, r1AAi1 nr ,^ MIA x:•yeI-ti t" 'A tNl'iUil ter eiv y #' _' cig;11 ` 'yr;urry b,rN1 If *-Ir-n.p'4 rr`rh•;Irr ,xCp>nl r, FfR ar"Ad n, rspr.h:e .Jlwrr"a I. �'✓N "wa.cA id'al! Ut Or, .xi;:J 'w wl<Id; i rl uuHUfBf. ih. mX.104c c _atcts b:l, .rlAeturt IS .9ru�Rra ._i s;ca RNA tromfed E"din)n 2t x ftfil punt Ill sill .r I t:c• ow<fu'i..•.� r(ld IU ifil, "Tma c u �C� tO�I��p� STANDARD 1A�uS1t10A r+f r�.N M 9':iLE S n•'D:2_T3 ENGINEERING DEPARTMENT . 2101 cx,E uwt:c r�ic4swr_5 zlrn 7 STANDARD MANHOLE C40 NOT TO SCALE CL i '. rk, •r:''' r _ .._._..__._ r �.; ; zLil Ell 6 PN NjNi b 1'IWt NN , t)bf' 1 A VRi r41r.)I Ilk o_ PINE C'Ic,AF.TEI? WIN Aav SEWER AI `. ih .^I -"a r -I. n,r I Id. '�».L' ..h.. !+!;-.al t I r'" C?P t•�ir ILC'I ..1 5, `LIE:+JV9'JY' '"391,l 1 FY,."„-fly 4fi 1. ill PPE SHA-k. BE REED.-jLE:D CA :R;I I_°, F3 R y �OI TYPICAL SANITARY SEWER SERVICE REIfSE"fl: 3-;79 PL4E NC,: Etill' N.-ERING DEPARTMENT 2001 8 SANITARY SEWER SERVICE C40 NOT TO SCALE r' I I I I I - I A "EF?'N1A€N _ 'C',E SiNM SEKEE KXIII mr0B At*titPa•J"Fggt ^:r ANIC 1 E-01 £I t Hill tl�•r. ,I , 'Ir :'. N" AY 4- wimm; bl, WATERMAIN/STC FRM SEWER mom CROSSING FE14-772-K Pf.RNE NP.t Et�IhaEERiNG DEPARTMENT2204 IIEE. NVAC: G:'+.f7til'.`,5PEC5 22fi S n MIN I FAl -$4 474'k PhST At x I L A Ax Bi•.t•,"IwC._... - '$ IF- Ii WFX4"4 $TUBE P iIT ATE LET font S -ql �brTFn 711.E`.VE,nbOS,' r� srTf r FA„N=. -: n • • in; 4w r w _ . c w`l0E PIASTf 7p r4 +a:.. J _ rM1U ° It' 1 L.. A-U[ m 4SP v. f I, 9v' LE r(V I E';• " '� Too 1�p ". Aw Aua �A 1W : :,",[IAPefT3Crt 7eM.k` 1iSIZ41EL IN a, r-kIRF I it ) H A 3.. .014 rs.ww e1tlt+ RC'w ' A w F_I^a' w Mk NRv. -B- a .. 31_T TT:*7,,'", MACHINE %I ll PEt,ICT_ U a t.l^rt;: +,t#i. TriLl + 1,0P_ F{Y ! UE: Lv Eiy..l ktillu �' i-=dr19Aa Av;.M rNnS.E AEi:N Ilt v, C'RL r' fA :Mr s w, = .-k ._'. s; I F(}- Ili it 1 q'4\ r t YNU .FvT"q.6_ o ,^lr Ha I gg } zN-.'••• C4t EP KL% n LT.�91 j' l ! i-'T E'' a 'N. -1 2R 1 [) F FFE' 5 LILT 1701 W_7F xdreOl .if2;> AI#D[ CC 2r.4v' V , 1 • :. SEE >r'E::.. 1157, Y. Ill XF I Ftl tJ Mr4•t44< lY k14 r j^'i61 ilyW . I t "41'tr PI :. -1 fla,nnun fen^�Ib>trvh MntJ r nl:ra •JCy Lf,�F _. bIL7 :rpjre,,E Will T;TE irp' 540PE L*L I",�m. €kE . �i� SILT FENCE ENGINEERING DEPARTMENT 53(J G FILE MwnE c:\�Ne�sctcs B3Go 4 SILT FENCE C o NOT TO SCALE COMPACTED BACKFILL I A BEDDING Dc/24 MIN 3" J EXCEPT TYPE 4 OUTER BEDDING MATERIALS AO COMPACTION EACH SIDE SAME REQUIREMENTS AS HAUNCH MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT TYPE 4 STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR COMPACTION REQUIREMENTS INSTALLATION HAUNCH AND OUTER LOWER SIDE TYPE BEDDING 90% CATEGORY I TYPE 1 95% CATEGORY I 95% CATEGORY II lOD% CATEGORY III 90% CATEGORY I 85% CATEGORY 1 TYPE 2 95% CATEGORY II 90% CATEGORY II95% CATEGORY III 85% CATEGORY 1 85% CATEGORY I TYPE 3 90% CATEGORY II 90% CATEGORY II 95% CATEGORY III 95% CATEGORY III NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, TYPE 4 EXCEPT IF CATEGORY III EXCEPT IF CATEGORY III USE 857 CATEGORY III USE 85% CATEGORY III EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MN/DOT SPECIFICATION CATEGORY I CLEAN COURSE GRAINED SOILS: SW, SP, CA, GP, OR ANY COARSE FILTER SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% AGGREGATE OR LESS PASSING A #200 SIEVE Mil 3149.2H CATEGORY II COURSE GRAINED SOILS WITH FINES: GM, GC, SM, SC, OR AGGREGATE BEDDING ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN/DOT 3149.2G CONTAINING MORE THAN 12% PASSING A #200 SIEVE CATEGORY III FINE GRAINED SOILS: CL OF. (OR CL-MP CLML, ML/CL) NOT APPLICABLE WITH LESS THAN 30% RETAINED ON A #200 SIEVE. NOTES: 1, COMPACTION AND SOIL SYMBOLS -LE. "95% CATEGORY I" REFERS TO CATEGORY I SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 3, THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES- 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES FLAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN FEE BACKFILL ZONE. 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. 6. REFER TO ASTM C1479-07 FOR DETAILS. 7, TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. 4 1 i 1 1 i y r r Pd Mim 6 SAUEY Flt kP .,I kI 4 Cp I Ill !. z_ I dl. t I 1 rf �IPC ' T3ldi.i Dc 'CUIITC"RX tPyCL'!t EN t"sJWA,TCI". „INLE°:,x IC!` iL n A, J'L:.. IrartALI_ATIll SHAH_ DVERA.Aft` At" 5$.AfdS B'r MIN, 4+c '-1 wlp Ff.S'L`"-draaal •l:fi,lti tGPwpl7 _ L.. to aff O ' I iN'SULATiON awm DETAt i ^iE iSfr.l.. 1. 1U F4STz NG.: F."4 INEERi,NG 11EI'APIlw,CN`' ;.2,0,"y CI rrAt7 C.k..SPd¢"Pt roYP; TT r "M M. RF T'TF t-r? F•I rh. T I vM1-Y 13" mINIMUM CUT OFF BE=lr - 7s1INIRA17.E RUNOFF FI.H.M SA-E Ftl_'1'ER 1AW '". ..}TfsP k(jG MR,C1'!.^V F'.:Ifd 'PMN.,Jf.R+ n'?1:,R•.. 01OF ROCK CONSTRIJCTPON mum ENTRANCE RelsEo: 1 :a LNGINLU LNG DEFARTMENT aklir NI 5301 :LU NAME: �tfli�"•,9' f.:+ B7Gi -F;Gktt��_%�S'�'u`�y `.a?i 11NI.�.Ai4ca' , ` I :' ,':'.:'.I"•' x .r.Tw .tr_•i1 SYL If rA .1, A ]rii :1 M yy5� rr xx, h.l M •TM rwrl rl r n.x E. m..: .. v r r O I, Fit,:I IWlil %1AR11l ti J1I Irl, C It., MI,., r:M'fi,n-r,,,v J!rtr •,� .; 4kk"cai� I.f 9C.'Y.N ra t•Y eT? IS,•'`,!tt/tl{.'f f _ r' ,� i 4,ati In Xf 'ice+". Y I%A r J IC, I Pr wf I Lp I Y N". I. CLLIJIII I':.L7CR MILD A L'-TC"t L40I 241N C'""E(d- 4 L -1 , _. _I. i. i;tl-.fE'.t rVlTpi aEG!MEFtT, Aql_".== f.8Ri 5 r'4EJ M PA" ,:J rl,' NFC.:FTX.{ -d _ t',cH R:AIf! El.'I T- Elf CATCH BASIN MOM SEDIMENT TRAP ' . ENGINEERING CEPAfTTAdEJtiT PLATE 4404 5302A fTtF. ka44E: G:'t#-NG45�E;:5\?Xi.'Ik '. L II F p. , �.. 1 Sit + 4, A, . _.; I Ii 'Fr,: Y �C 1 [iF v I' Pt fC"1:1-d li Till, 1 1 F [I 11 LII) ilia r li $h {. It. "�'.' t I. I 'f.. } r J. r 1], AL,t i F 4v`.':Pb ek 04 A k' +1 -1 H L91I dr90. i,f ryC� J11rR 3>,b P II r .I iP P r P i`,:f _. 1 Tf I I r, F B f "- C_ S V. Af 1 F':: 1 I PQ 7 I F ,IJ! I' L II I_1' l ! ill RILL IYj :I ,tl A I' "r r m a ,1- r I.: ' vn..•rva...,+....,�xa.v,Ms.x,wwrrea..... �,a,.,..,.o.,,wm. ctH 1--1 U PIP W GTa a M IP UI C r Q G LIA ~ 0 Z a O V w W z w ZED Z N z cc H w ? N G 4 M W N zNO'0H my 0, 0 v 04 01 Oq 0 0LAB 0 ON 4 00 - LO N 0 IIIIIIIq�I� roADv E '5 AD0 Z c)'I Y v �a�\\ o c:Ea0M V o w mW Y IOb E Am _ E_ �2 Con mro��P =o z DO �W co z:0 a and=E m C) n Z w Q Z - N r LJ uP, W GO W = a W a �QLU 0 a W W Q, JO Z 0 U Z ~ F U I l J D w Q W Z FL FL Q=D O W O C) T -D LU Z _LU ip0Z� W DO W VI C,_H LU W = Y FY ~ p O W Q _J ALI PC N � O LLI LL w w aaaaaa 0 w CN 0 a 0 CI!ON 00 ON DO N In W Lv ON ON ON PI - - V Z � N r$ 0 Z Q W 0 (J) J O Z O T i (y) Z^^Lr)II u / 7 LL VV LJ O 0 r_n v I C/^)I = W z r)v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM CIVIL DETAILS SHEET 15 FLARED END SECTION C40 NOT TO SCALE 6 PIPE INSULATION C40 NOT TO SCALE 3 CONCRETE WASHOUT AREA fill 0 NOT TO SCALE C400 v� _'i lrn-t Lq �i wCrJ is .- �f.:.:u;: •�w( rl f� �'T,,r ~ w t. 2 0TAT SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED ` ,~a 1 v ,w 1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. i r' _Y a rr RlFftiP OTHERWISE. n M •-....^�.-•. _ _r'^�' Fi 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED _ DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. I d' t ram' r, Z 2" _ _.. f FINISH FLOOR )3 6 OVERLAP - t .1_ l.t d pM Gu.ty. i rr RIM ELEVATION, _ [; I '"•xy"y +�'<. = SEE SEWER TABLE SEE UTILITY PLAN. .isE.r* "` • � 5� � �^t 1��$ t `C' ""� � w REFER TO SPLASH - r, PAD DETAIL BELOW._III ` _....,,. „ it - "I , r' •. `.'r't •r - III. _III- i "i FILTER FABRIC .,..r h ".� �-ry a$.t e�� s M N/DOT 3733 TYPE 1 ° COD N z , �.. _ �� • I E[ o III, u a 45- BEND (SCH. 40 PVC) 6" _ r,_ J1.we vrb @"1d t stter COARSE FILTER AGGREGATE m AND RISER PIPE _.L."........_..,.....,. .�.._�L't'1_tE'__':F.f,,:.a,±}'„t�R-P°•r'_ 2! fT <t MN/DOT 3149.2H t )1"E Ha :th krPRn.H A [34rk.g <,.«hr F tl �hw .urf t 0 m F x (Esd �.k?IY ..iih P4lwr5 ;e 'Sr1.+!anaf. " 1% MINIMUM SLOPE i _ � 1:. - - '� � I"'' +' d' 0 V. 17 1+ OL ° r.Aih.0 fF' ir'.N Pk ", 1- t Lo INVERT ELEVATION ° PERFORATED DRAIN TILE - - x" ? .{ z SEE 1/C200 `; ! 2d I,J }J 1G t6 <'71 CY (.L l LA os C1 w REFER TO KEYED NOTES FOR INVERT ELEVATION OF ° ,.. T. y :. C Tthl 4IUP 62 , t Yr C SCQH h if :,.k w Q :iris ;1., x Gr .lit,,: C," F�;4,A.L w v ° CONNECTION PIPE REFER TO MN/DOT N "1 R I C.'i ua+I u>, ;:L . a � O W o I ON UTILITY PLAN - �'s - w a TO STORM SEWER. THERMOPLASTIC PIPE 3245 - f tm Y„4 r ro ritu:tut�waa :t>,te.,,.t ! ,i is wired I, ,+ti'-- n•asfnlj ::'t9fL1 kf'. j y z Z o v DRAIN TILE w z PACK w T _ - O oLu mG .RaP'RAP -' Q p1 �, 2 r- '° " 1IE (D _ 0, C7 V 77 i .'r• tfa �:.,_ = S'rn,tsu tack; r+'^:''M'cYr,1 y.a � v7 O u PROPOSED GRADE 2& ..!. - - `-°- �^' O w 0 Om, a 0 4" TOPSOIL _ ` �iI i�• ;y • 1 NG' cn m a 4•u u r F :w ,6d 13 p .�(,aj§.'b!3i H "t Lom= O o PROVIDE A 6" .•1 A •: - x.i."vim NTF, „`: r •t :_ f-"ille T e Is PROPOSED _P__ PPR-AP CLAY CAP : ,,.-' m DRAIN SPOUT'h"`~ LOCATION -` ttrt,�~-�,.,.e,•n �5p-C�r�'"",�•�r ` NEENAH R-4380 FOUNDATION WALL BACKFILL - 'q t-------- CASTING BUILDING - nn wia} 'xS GRANULAR MATERIAL HAVING LESS- '.. ' •---'-•- !?"4L r«r++.❑d ,.'art "`- >--�•""°a `-4.r,-m«Ersr Fata, [,tti.:iY' F.F.E. = 924.50 FLOOR THAN 50% PASSING THE NO. 40 .... .- .. .� - .._._ L...-..."......� .__. _. _._� ti z� as F.reec,j _:.. CONCRETE SIEVE AND LESS THAN 5% •'_-'--"-' a i.,,"",^` i j f _ ] --�;. ,'v *'=ter ¢at qY. 12' 6" PASSING THE N0. 200 SIEVE. SPLASH PAD 2' FLOOR SLAB 4111 YI TYPICAL CURB ..'„. -'^'.'^'__..,_..,...I..... DRAIN TILE PACK am=� Cfffa RIF' I�AP` 5-1/2" ':.)F 1/2" EXPANSION �T DETAIL JOINT COMMON BORROW Q AND GUTTER ' tl.e:S �-1- .?mmm LOCATION/SIZE VARIES glYicE3: 3-ra a1ATr- NO, _ r = _ =- F. -+` IIflrsED:x-tU PLATE rt.: SEAL BETWEEN BUILDING FOOTING DEPARTMENT c^� • "'" `" r rya.,^ p•n !r 3' J PIPE AND JOINT Fl.E NIME:^. aEk@G'„5?E^.S\51tu EE `203 Ftlt IUlJk:: p il4G`:7X�t'S'tSt L'7 `h G„t_ERINC Lt'rEPAR r �ENI y* % W/ NON -SHRINK GROUT 3 z 0 i= a RISER PIPE y o GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURB & GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP -RAP Ti BACKFILL C401 NOT TO SCALE C401 NOT TO SCALE C4O1 NOT TO SCALE C401 NOT TO SCALE IIIIIIIII 00 �" aN o SECTION VIEW �II II 5 N 0 E. -- - - -- -- - ......_.... _ .----._ ._ _._ --_ ---- ___ T__ cm °''o a o3 mzgo� ..,"._ .._, , , �_R.. co �V:2 co CO 00 W _ Y ,', _ z C9 2 o� (0 c z 2 °o CL - 6 a } s ry a ,s yy , W �Z mc�rym4 �E Lt _ ps a$ 2_ T ca wo�oo a MW _ v `i ., 1 s s ¢ � . O ., Ntov Lo le m e ti Ci �T ^4r 5t F. c� COMPACTED BACKFILL / / _ - r`'' r _ '.G `„'7. " ` r 3 f + I `I �� ' ' , p", Q ti IT / MIN 12' r O r DRAIN DOWN SPOUT SPRINGLINE hY�Cr - 3" �ij.3 ,�$- I ` t $" r t ' C •� Do / %a x « cs' I t d dPr 4' c: d d,,t Qaa0 O �, _... '« -6: -'. , . j . ? '3 N O to Z 6 >> SEE SECTION VIEW f ,FF TO F ,. t I � H O V z� � a wwJ PIPE / -. ro �- PIPE EM EDMENT Di HAUNCH _ -.•,: y " 4 ir,ta: _..1 ._-..,_.„. 1 0 T ~ -� PIPE BEDDING _ ..__. s._•. p... ( .. h __ m r f•I -#':, .+y::•. w z ~ K PLAN VIEW o 0 4 row O Q w z n,, n,.. \ I Q4> `i k� cIs a« O Z w S Lil / o CY o`D"0 oo o 0 o�o`"d'o�o�o i(AS NEEDED) .! - pe � -•� 1 !i ,..i =coil t- w O Y 0 FOUNDATION III 1 13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING 000�o�o�r��,,��o�000�o� BEDDIN MIN 4" / o `0"0 -Pp 0 0 o •� r ti E C401 NOT TO SCALE / ° °� ° °�° Q f I � NOTES. �• I jr JQ m to 1. THE MINIMUM TRENCH WIDTH W" SHALL BE W-Do+16" OR 1.25 Do+12 WHICHEVER IS : r ii t r 31 , LL LL GRE2. PIPE A EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO i- wa �' f Ff y i - m 8 T g SPECIFICATIONS FOR DETAILS,-- N w ` 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR - TF x'' ! >1� -._ '' 10 ' : SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' FOR DETAILS. f h A t�'" I, 14 4 !,t9 ktfTC '.tGx', A'.+ K. BUTTRESS TO BE POURED AGAINST FIRM Uk v', "!•`WK F+P L:O. lst Ri+'AL RIVIEVYxf I; S91`14, m TI UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC ;. ,} "1, ,f t_taA., Al t1 L,2.�: U L �, �F, YX t �.; �,a� Al tit aaaaaa °ee3 C401 NOT TO SCALE I'd EfIR',k i AVri ti9ih AR.,`ETW, 1- A V111YP CONCRETE, � t11 i� � � m w o CA q A cP . SIDE'littl K ��- t N 12" $ .. 1�. ..,. u,m:v.•"a...:�ar.ws,...,...,..........., "...r. N r- W M k E "= E�nsEn• r - t rq,�1E IC.: r , 6" OVERLAP _ E"',:E^SEERING C£FARTMECTr}J1 I ........._,..__ n_ - i ,, k BUTTRESS TO BE PLAN - 22 1 /2° BEND FILTER FABRIC MN/DOT 3733 TYPE 1 N POURED AGAINST FIRM BRACE PLUG AGAINST �� 8 CONCRETE SIDEWALK 2 PEDESTRIAN CURB RAMP 1-5 r n UNDISTURBED FART . NOT TO SCALE NOT TO SCALE v UNDISTURBED EARTH- 6 PEDESTRIAN CURB RAMP 4-5 COARSE FILTER AGGREGATE C401 C401 NOT TO SCALE C401 MN/DOT 3149.2H _ PERFORATED DRAINPIPE TILE THERMOPLASTICTO PNED�245 0 `� ,...,.....,._.<w�.,.,,,.». .._ ., »....v..,........ ,,...,K,....n.. ,..,..,,.....,.,..>...w....,„..»�..._......_.,. - :. DRAIN TILE - IIII PACK BITUMINOUS MATERIAL ' � ; �L, 2 �`=3S >L .y. „ BASE MATERIAL TI , III ° � f ...:.._ � t `: trill •,, •,c:wn i r � :�'t��k �d�9@xl III I,t .. a uF C,a'4i1;.°4 3ri311 r,:C t4'�r :.' iH 111+ � r,, '. +9 •, �.A ,fir PLAN - 90' BEND PLUGGED CROSS BUTTRESS TO BE I�'.@tMaY E�.S• t %_u CbSlir ., ..:� e i pt{ i t x CONCRETE SHALL BE { ^ i�. si L1j IN CONTACT WITH THIS \ POURED AGAINST FIRM - h4 a.e a .•4tiec! tuiK Ytc,„ 1 1 UNDISTURBED EARTH. 4" PERFORATED DRAIN .-C•" " - £ �J r' 'IF"n ffl V Fp"h I,i G TILE WRAPPED IN PEA r i g 7 QUADRANT OF PIPE. \, '0 - SEE ,5'�� r rrat«iR •i,«,.:- 0 Z NOTE 3 _ ROCK AND GEOTEXTILE ,a' ti ..s n ar r f x -I� FABRIC I¢ , 1. �: .:. 1•. __.. 5,• rr .P.4 ra.,9 (. eh `r;r,:-ra. e ,- 4 T Ln 7 o ,2 ; . IIII N 30' MINIMUM 30 MINIMUM C y e ti+ \,r,FIFr 6" �' / . .� nP .. - t ^ 7T p ;•rf a9r rl "+;a;tlyn a+SF:rw 9 . slot un�emxwwann," i !{ ��", i`.& I�.aa' � L1J BEDDING :.%\ A. FT '. ICI. I L.,..__...•_ 1. F." !:y ta.t 't ,1 +.rY LtJtt •vt;_;'Hare _ I�� ''-. �. �a °FM o,h MATERIAL • F ,:;,. f if .•,.:. r'a" v 3 q III+,. u 4 tl w'nrkn¢ ... J,JI ir>sr9s i- nr cn'hult -c f",awg 't-,Fk. €i. Y,r',g W,_ A>asb°' 4" DIAMETER 4" DIAMETER."'" O Q APPROX. 1:1 SLOPE �I- DRAIN TILE DRAIN TILE 4 • ipl., , i ' .dux ,C - WERE DEPTH BELOW 1. 1 � .f s. v PIPE EXCEEDS 6" .. �. t r,.. A- ' r` u,.Ai app 7 ; 4 T M e,'.hufa. ¢ cr.,. . n n,r h I,."R t. " fi y'= n ""y B3J w SECTION AA It �� :_, 4Alu,'nf,.,'P 5'.:pa� r} ' I '1T a e! �I L i° , .3. 'rP��Rea� `r Z PLAN - 45° BEND V/ACONC. CURB AND GUTTER '"_ � � •� -..•,_q.. E7lrfhen a +J`RI nu �';i..lmr! Bert Ceti ,: ,, ,• 'p III`, -_ $J y h •.•y...w, ..,. -": r ..Ff:h L1 FI4:Y r.", y a ` p ,r-."f. ^n.n y Y • 1 :' 1! y. 11: i �... : �C r -.�$h k t Y. ( ' CATCH BASIN If .t ll,w er,saailrc i'„ �, I,�"i �, i'•nj 10l ",4a""6 x��..44 V ;1 Pvc NOTES: 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. c �I �.'' ririne& vArta<ate4 re,e non.-fit9 v't j I�.i •Ir r;G' ` ,.'`I. 'P�'g 'I� y •''+k�` ` r6r''` AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT.q^-s rt. rtem TaffyM�:?,R IU 2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH ---- "-- ..� 'F EQUAL TO OR LARGER THAN 45'. BASINS. .1 , - x+ I n f" " :..._... t:A.q i$•n rn tigtik ..:,.�;tu n«r';, :. i. lA' `R t _.__i'_ *;;' � � ,I � �; PROJECT NO: 15139 �lSP t"1 C Wye: In kl; �< " iu.+i _ li r,..rm am„ . M : WM",F.+a. ! ua.•kt.i_r. f" �t,,;'SJ 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT - DRAWN BY: KAB/SJH INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM "•!.I ---; _._.tra 3 I r-,h;� u?eter q>„~�� 1•t','�,.. $ - g# ,,..r e �6" nf�r1r1Pat, I.,. .� : 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST OF 12" OF FINE FILTER AGGREGATE (�" DIA. PEA ROCK). �._...._ � __ _. .. � t..&_.+! - 'I iq'F'' " °" CHECKED BYKAM ' FIRM UNDISTURBED EARTH. � '• - 3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SON 40 PVC. BUTTRESS DIMENSIONS DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE. PIPE 22 1h Bend 45' Bend 90' Bend SIZE B1 D1 B2 D2 B3 D3 6" 1' 5" 1' 5" 1' 5" 1' 5" 2'-1" l'-6" 8" l'-5" 1' 5" 2. 1" 1' 6" 2. 8" 2, 0" 12" 1' 10" 1' loll 3' 4" 2' 0" 4' 9" 2' 6" 16" 3' 0" 2' 0" 3' 10" 3' 0" 6' 2" 3' 6" 20" 3, 6, 2, 8" 5' 6" 3-4" 8' 4" 4. 0" 24" 4'-0' 3'-0" 6'-10" 3'-10" 9'-8" 5'-0" 4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE .' SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS �''A:Niiin:E. �"p �ri��{�fi' '',' ,:-, r-„ ., - I �::rd , 1 ;; CIVIL GREATER.VATHSUMPN1 ulla ia"SE ,. ,.:.. rJ Cr.' 5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN a"To d7" r,.•:a r+„a7C ro.; .•-1' : -' d �1-7771-"-'' :-_._,ATILE IN 4 DIRECTIONS IN THE SHAPE OF AN "'X" FOR 15-FEET FROM EDGE OF CATCH EN�lNEERIN, 1'E,PRR"UEtsT ,i1'r} ' f r,t7l T .L( , yta tnDET/ \ILS htl IF Nbfa6 „ Fi.; Afta Ui BASIN STRUCTURE. _ _ SHEET 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE.---- --- --- --- -- ------ _--- ----- 14 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS 12 DRAIN TILE FOR LOW POINT CATCH BASINS 9 CATCH BASIN MANHOLE W SUMP 6 PEDESTRIAN CURB RAMP 5-5 3 PEDESTRIAN CURB RAMP 2-5 C401 NOT TO SCALE IC401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 \ 46 P C 9116 B � OP=912 Irvv.90 a m. 'T 913 2 9151 PP/ry Tc 9T i6 m // TC 91 a.o i �T 5/ c 15.a TIC, 1 _ 6 I rs6 c T6 91 . � 916 915 tl 9 60 \ •91V. 1 /�` i9S 16.0 [, ) TOG-9 }.9 J 915.39 /91NV=901W 9rA C IgOT=994 6 TTI+c 9m2 ai 8i0 Oi111/76 RCP 3,s �2 �o ,c� �P n �1J I •910.] T211 Okl 15475 IRON o9 n (v, iCb '912 916] 9 MONUMENT 900. ba V`A, / 8.907T �G2-P. e11.6 91 °,zSCSZC9 F 91I r\ iC TC/ q/�(,°x 5 9 ] 0]] `9076 e90\I e9 � 1<1 ` O \^EA v ) met 4E JJ icliYYa//` TV �U ��55 *9 9oaa �83 V'NJ LJNE, �197HE SOUT r7 T/ ?`" °J`'�w 20 233 ET pv'J Jro"v� !G� y � THE SW Yd OF SEC 13 °` P \ iC2.6 •920 ° TG5 Dry / 9�q Ary yA\ .90011, .906] :9084 969 T,) -912 C, Iz.e �"e"sY 91v � � � � a94 .9os4 .99s1 9e S0,(,4 TgSH3, v rc .9 zcP�°%9°6 Tc .:az •91L H 0 J w� �- } CULTI V A TED FI Eye Q 1 as VA 131 .��9N� .916z -91a1 �. < ( 1+ 911 f 9168 A -s10 �10. T� v C- TC '9 213, /��V paBgO7M1 is&I ,91 6 �911� 916'2 MONI/M /' ',J •913.j 6,r`\� +9 .} 9/6 ,r` •91 }.3 9114 / "9 - •9165 \ lJ G e / E 9122 + I A 1• � J c � TA1B-Oi?l.°---- \ o .91 . mN��rl�ex- � 1,0 \J � 91� 1 e iiTTC� �39h�•I \ •91s (� 2 z T TC 9 9N 9�19. �t \\. +91]] e916. ].9 x919a\�° 5 7.9 926 6 62,54 NO °0 / 112�11 .11 - • 52a.8 a GE OF FI 926 5 -9as9 OF ry 920.1 J� II •919.6 \ •91 .6 I.6 98 +9204 \/ 1 •918.} ; 9196 % �921 V •9207 �. •91v •9zo •9zle • 920.6 920.0 \ .920a FO D MONUMENT •921.1 �� . ob ° aC� MONUMENT -9211 21NORTH LINE OF THE cM1'fW Y EC 4 azzl •921.1 •9212 \ ^ .9213 -9215 •921.2 OUNO "91 `9225 9 -8 .0220 -RIG F WAY TAKEN MNoo ROW PLAT NPE -7 '9s1i •92z.2 `92i-3-921.]� -9 0 •941.9 I x99.} 924`9 23.I TT • . 7/ •923.2 �t92}0 � i • 924 A p9 �92A 0 24.D „922 121.9 •9215 =923.1 �50 „92 \ \ 0 E�- J •925.5 � • 2 9245 T,.9263 929.5 .9256 925 6 • 922.9 •92ad A •9262 .92.a .9 920-2 .9 13 x921.5 %zsa t9zas C U L T A T D FIE L D / 19.9 926 4 ,9 96.6 -9i .J'a.i +921.8 e x9 3 •9229 .920.6 •92 ].2 ,9 ��.3TIEL`as 3q r 9197 266 923.0 / 60 ' !\ DA3 OP G •92s] RATIO 116 I .9D • 926.3 1 .92 I + 923, L1.CI= 2.3 MIN I T q i •924. x 922.9 Y x9244 x923.3 9238 9216 \ / �V �� •922.3 4 >191 � •92L5 �_•920.2 I 0\ 121 ] ' � \ •921.H 914.6 911.a �'gll 9 � 110.4 ' +919.1 Ig 91 AB x 0 3 .9�6 ,909.2 \- f OUNU V �z ,' IM R/W as�� 1 .q64 MONUM@ 6 908.4 9 9.0 9i 910} 5/ r 1 A I A A. I� E A IVI I I I I AIAJL-I I YJi VV11 1 L r1 I I VEj V / 1 EXISTING CONDITIONS C50 1 =60 491so 914.1 919.6 9 900.5 .9093 °TT'��.91ae TT 91&- 9184 �,as W1 wwo 911 H c°Pa\ I WATER 905.6 W 9056 C EXISTING DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.87") 10-YEAR (4.26") 100-YEAR (7.38") SNOWMELT (10.90") ROUTING 1 0.00 3.40 3.40 7.10 12.52 23.06 1.61 OFF -SITE NORTH 2 0.00 3.78 3.78 8.84 15.56 28.45 1.79 OFF -SITE SOUTH 3 0.00 1.46 1.46 3.21 5.66 10.38 0.69 OFF -SITE EAST TOTAL 0.00 8.64 8.64 19.15 33.74 61.89 4.09 NORTH 0.00 1 3.40 3.40 7.10 12.52 23.06 1.61 NORTH SOUTH 0.00 3.78 3.78 8.84 15.56 28.45 1.79 SOUTH EAST 0.00 1.46 1.46 3.21 5.66 10.38 0.69 EAST o! / J i l ■11 I � 1I !! MAO III f[gn Yggi f(5(.i •f \ d� ,u �Sk,- f�yTn \�GS•in� II ti:. iI lr 0A/ f�a \Ili'/�f "Lf� f�•, "!, �A� fF�3, �fFgi ya_aigkill y��i'M`�-NI � YUlu- Chi 6k r In lei i. \ � • Nam. f. r � n • ■ ram„ f�l, < 1 �; �I �FE.3n r1�,tFS1•, pe;/��. fD / I � i �•� r�ll •• /. � 1•� A r" V�> \\' \�\► \ \,;=� Y Y�11 I I ,SLR � -- -� �►✓�___ �11 _ ,� (\ 1, � \lA r/ ., S / In^•,1 �� Vy-lY�_ Y;1f1 �- \ Yv��l��.y Y�II'l�l)r ,. `Y �, 71 Y�y11 ' �� ` ran Y��O ,��.��- �1� Y�1 Y�1 ZlQ.y .�•r� �// fol,� /`�� _,,YY��-ATj'�� Y%�t�n .ate • : i � 1 :n •!. � 4�j rZ�Sn � Y ,/� � I Tcg, 4Z3. `�•� \ ,I / �/1• ' \� I � • /'fY.C�.> - �3 fF3Cr q� VAIN.1 ��Ys31,,.��a�:. Y�:r , •��``�D ��'� �� lllr Illnl!1l��`;l�� ►�1�'`.`1�.+'.. Y€xzll � 7e .IffiIL1 III';Ifl.�`IN1��♦4 �Y�� v\ 0 1, J \\ i YffiI' drAllY � l`�t\\� ®. Yam• ,; iaZ�3u-�'��\��v��1 �i� ` Yin ,, /''�•> �' "�. � YI ® 1✓ � .1 2 PROPOSED CONDITIONS C50 1 =so PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.87") 10-YEAR (4.26") 100-YEAR (7.38") SNOWMELT (10.90") ROUTING 1 0.01 0.61 0.62 1.21 2.49 5.17 0.30 OFF -SITE SOUTH 2 2.00 1.54 3.54 - - - - FILTRATION BASIN #1 3 0.44 0.55 0.99 - - - - FILTRATION BASIN #2 4 0.14 0.69 0.83 - - - - FILTRATION BASIN #3 5 0.30 0.24 0.54 - - - - FILTRATION BASIN #4 6 0.90 1.00 1.90 - - - - FILTRATION BASIN #5 7 0.05 0.17 0.22 0.54 1.01 1.96 0.11 OFF -SITE EAST FILTRATION BASIN #1 - - - 0.57 7.06 12.66 1.39 OFF -SITE SOUTH FILTRATION BASIN #2 - - - 0.09 0.98 3.27 0.09 OFF -SITE SOUTH FILTRATION BASIN #3 - - - - - - - FILTRATION BASIN #4 FILTRATION BASIN #4 - - - - - - - FILTRATION BASIN #5 FILTRATION BASIN #5 - - - 1.87 8.20 19.62 1.24 OFF -SITE NORTH TOTAL 3.84 4.80 8.64 4.28 19.74 42.68 3.13 NORTH 1.34 1.93 3.27 1.87 8.20 19.62 1.24 NORTH SOUTH 2.45 2.70 5.15 1.117 10.53 21.10 1.78 SOUTH EAST 0.05 0.17 0.22 0.54 1.01 1.96 0.11 EAST STORMWATER RUNOFF SUMMARY 2-YR STORM (2.87") RUNOFF (CFS) 10-YR STORM (4.26") RUNOFF (CFS) 100-YR STORM (7.38") RUNOFF (CFS) 100-YR SNOW MELT (10.90") RUNOFF (CFS) EXISTING SITE 19.15 33.74 61.89 4.09 PROPOSED SITE 4.28 19.74 42.68 3.13 PROJECT NARRATIVE THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE. THE PROPOSED DEVELOPMENT WILL INCLUDE THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT SENIOR HOUSING BUILDING AND 9 TOWNHOME BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO THE CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE. SPECIAL AND IMPAIRED WATERS THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THESE SPECIAL ADN IMPAIRED WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE. WATERBODY I IMPAIRMENT(S) LAKE RILEY NUTRIENT/EUTROPHICATION TEMPORARY SEDIMENT BASINS: TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED PER APPENDIX A, SECTION C.1.13 OF THE MPCA GENERAL STORMWATER PERMIT. ENGINEER ANTICIPATES THAT, PRIOR TO INSTALLATION OF FILTRATION MEDIA AND DRAIN TILE, CONTRACTOR WILL USE PROPOSED FILTRATION BASINS AS TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL EXCAVATE TEMPORARY BASINS AND CLAY LINE PRIOR TO USE. SURFACE WATER SHALL BE REMOVED BY SKIMMER DEVICE SUCH AS FAIRCLOTH SKIMMER OR THIRST DUCK, OR USING A PUMP WITH A FILTER. ALTERNATIVE TEMPORARY SEDIMENT BASINS SHALL BE APPROVED BY ENGINEER PRIOR TO USE. IN LIEU OF USING TEMPORARY SEDIMENT BASINS, THE CONTRACTOR MAY PHASE THEIR CONSTRUCTION SO THAT NOT MORE THAN 5 ACRES OF AREA IS DISTURBED AT ONE TIME. FULL STABILIZATION OF THE DISTURBED AREA IS REQUIRED PRIOR TO DISTURBING ADDITIONAL AREAS. (IMPAIRED ONLY) STOCKPILES: ON -SITE STOCKPILES OF SOIL SHALL HAVE PERIMETER SEDIMENT CONTROL. STOCKPILES SHALL BE STABILIZED WITH BLANKETS, TARPS, OR HYDRO MULCH IF LEFT ON -SITE FOR MORE THAN 14 (7 IMPAIRED) DAYS. SWPPP IMPLEMENTATION, INSTALLATION, INSPECTION, AND BMP MAINTENANCE BY GENERAL CONTRACTOR. NAME: ------- CERTIFICATION #:--__ DATE: MINIMUM ESTIMATED QUANTITIES FOR EROSION CONTROL ITEM DESCRIPTION ESTIMATED QUANTITY DRAINAGE STRUCT. INLET FILTER 11 EACH ROCK CONSTRUCTION ENTRANCE 1 EACH CONCRETE WASHOUT 1 EACH SILT FENCE 4230 LF EROSION CONTROL BLANKET 8533 SY EROSION CONTROL MAT 183 SY NOTE: QUANTITEIS SHOWN ARE THE MINIMUM REQUIRED, ADDITIONAL QUANTITIES MAY BE NEEDED IF REQUIRED BY THE MPCA, WATERSHED DISTRICT, OR CITY. CONTRACTOR IS RESPONSIBLE FOR FINAL DETERMINATION OF QUANTITIES PRIOR TO CONSTRUCTION. ABBREVIATIONS BLDG Building BMP Best Management Practice BW Bottom of Wall CB Catch Basin CONC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation HWL High Water Level INV Invert MAX Maximum MH Manhole MIN Minimum Minnesota Pollution Control MPCA Agency NPDES National Pollutant Discharge Elimination System NWL Normal Water Level PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall W.O. Washout NOTE: THE CONTRACTOR MUST COMPLETE SIGN OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR. SWPPP DOCUMENTATION, INCLUDING INSPECTION REPORTS SHALL BE RETAINED FOR A PERIOD OF THREE (3) YEARS. DESIGN CALCULATIONS ARE ON FILE AT BKBM. THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS, BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED. OWNER: MICHAEL HOAGBERG, MANAGING MEMBER HEADWATERS DEVELOPMENT 17550 HEMLOCK AVENUE LAKEVILLE, MN 55044 AGENCY CONTACTS CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BLVD. PO BOX 147 PHONE: (952) 227-1160 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYE17E ROAD SAINT PAUL, MN 55155 PHONE: (651) 296-6300 RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT 14500 MARTIN DRIVE SUITE 1500 EDEN PRAIRIE, MN 55344 PHONE: (952) 607-6512 POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY; COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS WASTE STORED (SECONDARY CONTAINMENT, RESTRICTED ACCESS) AND DISPOSED IN COMPLIANCE WITH MPCA REQUIREMENTS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON -SITE. CONCRETE WASHOUT ON -SITE: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE 'WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN ACCORDANCE WITH MPCA REQUIREMENTS. NOTE: THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT INCLUDES THE CIVIL ENGINEERING PLANS AND THE PROJECT MANUAL. CONTRACTOR TO SUPPLY CONSTRUCTION PHASING NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S ANTICIPATED AT THE START OF THE PROJECT AND FOR THE LIFE OF THE PROJECT, AND LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOIL AREAS. CONTRACTOR IS TO REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S INSTRUCTIONS FOR THE APPLICATION FOR MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO SUBMITTING APPLICATION. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. HANDLING AND STORAGE OF HAZARDOUS MATERIALS: IF THE CONTRACTOR INTENDS TO USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS ON THE PROJECT SITE, THE CONTRACTOR MUST COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS: 1. THE CONTRACTOR MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION TO ENSURE EFFECTIVE TREATMENT. CHEMICALS MAY ONLY BE APPLIED WHERE TREATED STORMWATER IS DIRECTED TO A SEDIMENT CONTROL SYSTEM WHICH ALLOWS FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. 2. CHEMICALS MUST BE SELECTED THAT ARE APPROPRIATELY SUITED TO THE TYPES OF SOILS LIKELY TO BE EXPOSED DURING CONSTRUCTION, AND TO THE EXPECTED TURBIDITY, PH AND FLOW RATE OF STORMWATER FLOWING INTO THE CHEMICAL TREATMENT SYSTEM OR AREA., 3. CHEMICALS MUST BE USED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, AND WITH DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR PROVIDER/SUPPLIER OF THE APPLICABLE CHEMICALS. ON -SITE FUEL TANKS REQUIRE SECONDARY CONTAINMENT AS REQUIRED BY THE PERMIT:. PORTABLE FUEL TRUCKS SHALL HAVE THEIRSPILL KITS AVAILABLE DURING FUELING. SPILLS GREATER THAN 5 GALLONS MUST BE REPORTED TO THE PROPER AUTHORITIES. MECHANICAL AND NON STORMWATER DISCHARGES, EXISTING AND PROPOSED 1. WATER LINE FLUSHING 2. LANDSCAPE IRRIGATION 3. FOUNDATION DRAINS 4. AIR CONDITIONING CONDENSATION 5. INDIVIDUAL RESIDENT CAR WASHING 6. STREET WASH WATERS 7. RESIDENTIAL BUILDING WASH WATERS WITHOUT DETERGENTS. 0 60' 30' 0 60' 120' SCALE 1w = 60' OTHER NOTES: 1. LONG TERM MAINTENANCE OF THE SITE WILL BE PERFORMED BY THE OWNER. INCLUDED MAINTENANCE FOR STORMWATER DEVISES SHALL BE: 1.1. INSPECT SUMP CATCH BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL 1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT AND DEBRIS ANNUALLY OR WHEN SEDIMENTS FILL j OF THE STORAGE VOLUME. 1.3. INSPECT FILTRATION BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL. 1.4. ENSURE FILTRATION BASINS ARE FUNCTIONING AS DESIGNED. 2. THIS SWPPP DOCUMENT HAS BEEN PREPARED BY BKBM ENGINEERS. A COPY OF THEIR EROSION AND SEDIMENT CONTROL PROGRAM CERTIFICATION IS AVAILABLE UPON REQUEST. 3. THIS SWPPP DOCUMENT MUST BE AMENDED AS NECESSARY DURING CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL MEASURES UTILIZED AS THE SITE. THE SITE MAP SHOWING LOCATIONS OF ALL STORM WATER CONTROLS MUST BE POSTED ON THE SITE AND UPDATED TO REFLECT THE PROGRESS OF CONSTRUCTION. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 IF IMPAIRED CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 IF IMPAIRED CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. FOR PUBLIC WATER THAT THE DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER'S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY TEMPORARY SEDIMENTATION BASINS OR OTHER APPROPRIATE BMPS. FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. GRADING & SOILS BASED ON SOIL BORING PROVIDED BY BRAUN INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED TO BE ONSITE AT THE DEPTH SPECIFIED BELOW GRADE: TRACE-18 INCHES - TOPSOIL 0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS) 0-4 FEET - SANDY LEAN CLAY (FILL) X>7 FEET - SANDY LEAN CLAY & CLAYED SAND (GLACIAL DEPOSITS) REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. PORTABLE TOILET NOTES: 1. PORTABLE TOILETS POSE AN ENVIRONMENTAL HAZARD WHEN PLACED IN THE VICINITY OF STORM DRAINS OR BODIES OF WATER. PORTABLE TOILET CLEANING ACTIVITIES CAN ALSO GENERATE POLLUTANTS THAT CAN DEGRADE WATER QUALITY. 2. PORTABLE TOILET PLACEMENT: 2.1. PLACE PORTABLE TOILETS ON FLAT STABLE GROUND WITH CLEAR ACCESS TO THE UNITS. 2.2. LOCATE TOILETS A MINIMUM OF 20 FEET FROM ANY WATER BODY AND 10 FEET FROM ANY CURB AND GUTTER. IF UNFEASIBLE, AN EARTHERN BERM OR SAND BAG BERM SHALL BE PLACED AROUND THE UNIT FOR SPILL AND LEAK CONTAINMENT. 2.3. AVOID PLACING TOILETS ON IMPERVIOUS SURFACES THAT WILL QUICKLY DRAIN TO STORM SEWERS. 2.4. LOCATE TOILETS SO THAT EXPOSURE TO TRAFFIC AND MOVING EQUIPMENT IS MINIMIZED. 2.5. SECURE TOILETS TO THE GROUND WITH STAKES OR CABLES. 2.6. RINSE WATER FROM CLEANING ACTIVITIES SHALL NOT BE DISPOSED ON SITE. 3. REGULARLY CHECK TOILETS FOR DAMAGE, LEAKS AND SPILLS AS PART OF THE WEEKLY STORMWATER SITE INSPECTION. 4. OWNER IDENTIFICATION AND CONTACT INFORMATION SHALL BE DISPLAYED IN A PROMINENT LOCATION ON EACH UNIT. �Ez U H ►-I U I� 1� IWN�I GO W W a C0 Q LO O Q � w H 0 W a OLij V w O Z Z W w V Z t�2 w Z N `�' 04 m w N N Q z NJ 0 R m O 0 a S =_T w�0, n2 04 04 0 00,E 32. 00 cy N E N N O O II N � r E o C Z 0 z g Im �2m6@) e W T CO, m CO W MW Co�vF� O C 4;m r 9 Cl) g= ILL UJI m Um O¢ rw Q �qo z w Q Z N � =tb 0 oo Z 0 N �owUwg ��aj 'r== �O�J� ?. s o In d Z O w O 0¢ D w Z T 0 wwW�( LL w = w I- p n:E W 0 Y Lb Lb � m Lb it G D N oEE o t Qzg o V 3 3 aaaaaa 0 w a ON 0 0 a 0 a 0 a D Iri UO a 00 (N `r a o a ON a Z 1__L 0 Z LLJ � 0 to v ' U) O 00 W O Z Z Ln Ln 7 Z W Cq U) 0 Z r_n V I W Z 0- PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM STORM WATER POLLUTION PREVENTION PLAN NATIONAL WETLANDS INVENTORY MAP C500 MISSION HILLS SENIOR LIVING CO. ROAD 101 & WEST 86T" STREET CHANHASSEN, MN ESTIMATED COSTS OF SITE IMPROVEMENTS A. SITE UTILITIES $360,000.00 a. Sanitary b. Domesticwater c. Storm drainage: storm sewer, retention and infiltration systems B. STREETS, SIDEWALKS AND TRAILS $195,000.00 a. Bituminous Paving b. Concrete Paving c. Curb & Gutter C. EROSION CONTROL $28,000.00 D. SITE RESTORATION $20,000.00 a. Seeding, sodding, topsoil treatments E. SITE GRADING $108,000.00 F. SITE LIGHTING AND SIGNAGE $22,500.00 G. ENGINEERING, SURVEYING & INSPECTIONS $16,000.00 H. LANDSCAPING $150,000.00 ESTIMATE TOTAL $899,500.00 ciTY RECE VELD EN JAN 2 2 2016 CHANHASSEN PUNNING DEPT RECEIVE® JAN 2 2 2016 CITY OF Ch,;,,,MASSEN SCANNED CI'fYOF 1700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone 952.2271100 Fax:952.227.1110 Building Inspections Phone:952.227.1180 Fax:952.227.1190 Engineering Phone:952.2271160 Fax:952.227.1170 Fkronce Phone:952.2271140 Fax: 952.227.1110 Park ti Recreation Phone:952.227,1120 Fax:952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 9522271404 Planning ti Natural Resources Phone:952.2271130 Fax:952,2271110 Public worts 7901 Park Place Phone:952.227.1300 Fax. 952.22TI310 Senior Center Phone:952.227.1125 Fax:952.227.1110 Wehsite www.Cl.chanhassen mn us February 27, 2015 Michael Hoagberg 17550 Hemlock Avenue Lakeville, MN 55044 Re: Mission Hills Senior Living — Planning Case 2015-01 Dear Mr. Hoagberg: This letter is to formally notify you that on February 23, 2015, the Chanhassen City Council adopted the following motions: 1. PLANNED UNIT DEVELOPMENT AMENDMENT "The City Council approves the Planned Unit Development amendment in the attached ordinance for Mission Hills to allow High Density Use on the site and set standards for the structures as shown below (amendments are shown in bold and highlighted in gray) with the following conditions, and adoption of the attached Findings of Fact. 1. The site must comply with the DNR Shoreland Rules. 2. The site shall comply with the following standards: Mission Hills Zoning Standards a. Intent The purpose of this zone is to create a PUD mixed density housing zone. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. Except as modified by the Mission Hills standards below, the mixed density housing development shall comply with the requirements of the R-8, Mixed Medium Density District. Except as modified by the Mission Hills standards below;�eeormneFme1 Lot 1, Bbek 1, Mission Hills 3w Additlm shall comply with the R-12, High Density District. b. Permitted Uses Chanhassen is a Community for We - Providing for Today and Planning for Tomorrow Mr. Michael Hoagberg February 27, 2015 Page 2 -ram and s"e Chufelies o a + efmitted use the eem---e--eial aPea a f this distri ; The permitted uses within the development shall include the following: Single Family Residential Medium Density Residential High Density Residential C. Setbacks In the PUD standards, the building setback for commercial is 50 feet from any public right-of- way. The eerAmeFeiel High Density parking setback shall be 35 feet from any public right-of- way and/or interior property line. There shall be a buffer separating the residential portion from the eennneFeiel High Density portion of the site. This buffer shall be in the form of a berm and landscaping. The following setbacks shall be observed: Residential Get ffiff al Medium Residential Commercial Street High Density Density Parking Parking Building Setback* Building Setback Setback* Setback Highway 101 * 50 ft. 20 ft. Highway 212 * 50 ft. 20 ft. West 86d' Street * 30 ft. 20 ft. Interior Lot Lines 0 ft. (from commercial) 0 ft. 0 ft. 0 ft. (from commercial) 50 ft. (from residential) 35 ft. (from residential) * Setbacks shall be established pursuant to section 20-505 of Chanhassen City Code. d. Development Standards Tabulation Box Minimum Lot Size multi -family units: Mission Hills: As approved on October 24, 1994 in the Plat of Mission Hills; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 9d' Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 1 Os' Supplemental filed April 10, 1996; Mission Hills Villas, A Condominium, Common Interest Community No. 8, 111 Supplemental filed May 7, 1996; and Mission Hills Villas, A Condominium, Common Interest Community No. 8,121 Supplemental filed May 20, 1996; Mission Hills 2nd Addition: Area: 2,100 square feet Width: 46 feet Depth: 47 feet Mission Hills 3rd Addition: Area: 376,358.4 square feet Width: 480 feet G.,PLAN',2015 Planning Cases\2015-01 Mission Hills Senior Living,Approval letter Prelim Plat PUD aal Site Plan.dm Mr. Michael Hoagberg February 27, 2015 Page 3 Depth: 620 feet BLOCK USE Net Lot Area Density Hard Surface Coverage AaNet E=e� 742-8cres Mission Hills 3rd Addition 152 Multi -Family Units 8.64 acres 17.5 % Block 1, Mission Hills 138 Multi -Family Units 18 acres 7.66 37% Block 4, Mission Hills 56 Multi -Family Units 8.92 acres 6.28 43.2% RESIDENTIAL 1. Building exterior material shall be a combination of pre -painted 5-inch aluminum siding and brick. 2. Arched transoms and soffit returns shall be used over the entries of the one-story units and horizontal transom windows over the 2 story windows. Introduce some variation among the buildings through the shape of windows, adding louvers, shifting entry ways, and adding dormers. 3. Colors used shall be earth tones such as soft gray, creamy white, pearl gray, shell white, etc. 4. Each unit shall have a minimum of one over -story tree within its front yard. G.NPLAN\2015 Planning C M\2015-01 Mission Hills Senior Living\Appmval letter Prelim Plat PUD and Site Plan.dm Mr. Michael Hoagberg February 27, 2015 Page 4 5. All units shall have access onto an interior street and not West 86th Street. 6. The apartment building located on Lot 1, Block 1, Mission Hitls Yd Addition shall: a. Have a pronounced entrance. b. Ensure that all foundation walls are screened by landscaping or retaining walls. c. Have materials which include masonry, painted siding, and exterior finish and insulation system (E.1.F.S.) and the structures will have sloped shingle roofs. All elevations that can be viewed by the public have received equal attention. e. Site Landscaping and Screening The planting plans prepared for the site are intended to create a strong sense of street tree plantings using over -story deciduous trees such as Summit Ash, Linden, and Sugar Maple. Highways 101 and 212 will be buffered with a combination of over -story evergreen trees and ornamental deciduous trees. The outdoor private living areas will be buffered with the use of evergreen trees. The wetland will be highlighted with the introduction of native wetland species. In addition, to adhere to the higher quality of development as spelled out in the PUD zone, all loading areas shall be screened. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. Berms of 2 to 3 feet high shall be added along the Highway 101 and 212 right-of-way. These berms shall be seeded and/or sodded and bushes and trees shall be planted on them. All disturbed areas within the single family lots shall be seeded and/or sodded. Two trees with a minimum of a 2'/z inch caliper shall be planted within the front yard setback. These two trees shall consist of one over -story evergreen tree and one ornamental deciduous tree. 1. All open spaces and non -parking lot surfaces (outlot) shall be landscaped, or covered with plantings and/or lawn material. 2. Outdoor storage is prohibited. 3. Loading areas shall be screened from public rights -of -way. Wing wall may be required where deemed appropriate. 4. The Outlot shall be seeded and maintained in a weed -free condition in all areas proposed for future development. f. Signage CON04FIRC—k!b One monument sign along Great Plains Boulevard shall be permitted for Lot 1, Block 1, Mission Hills 3rd Addition. shall be permitted r _ dhe , ., ...,..a one f ... nt sign for the Feside"t4a] seclHen of the PUD. Gi\PLAN\2015 Planting Cases\2015-01 Mission Hills Senior Living�Approval letter Prelim Plat PUD and Site Plan.doc Mr. Michael Hoagberg February 27, 2015 Page 5 1 • . Monument signage shall be subject to the monument standards in the sign ordinance. 2. Wall signs are permitted on no more than two street frontages. The total of each wall - mounted sign display area shall not exceed 24 square feet. 3. All signs require a separate permit. 4. The signage will have consistency throughout the development and shall tie the building materials to be consistent with the signs. Signs shall be an architectural feature, they shall not be solely mounted on a pole of a foundation. 5. Consistency in signage shall relate to color, size, materials, and heights. 6. No illuminated signs within Lot 1, Block 1, Mission Hills 3" L Addition Ow-entlet-may be viewed from the residential section of the PUD. 7. Only back -lit individual letter signs are permitted. 8. Individual letters may not exceed three feet in height. 9. Only the name and logo of the business occupying the unit will be permitted on the sign. RESIDENTIAL One monument identification sign shall be permitted for the residential development. The sign may not exceed 24 square feet in area and 5 feet in height. g. Lighting 1. All light fixtures shall be shielded high-pressure sodium or LED fixtures. Light level for site lighting shall be no more than one-half foot candle at the property line. This does not apply to street lighting. The maximum height of a residential street light shall not exceed 15 feet. Light fixtures within the eudet Lot 1, Block 1, Mission Hills 31 Addition shall not exceed 25 feet. 2. Glare, whether direct or reflected, as differentiated from general illumination shall not be visible beyond the limits of the site from which it originates. 3. Lights shall be on a photoelectric cell to turn them on and off automatically as activated by yearly conditions. 4. 44ke eudel iight poles shall be eoAft shoe be* light standafds. * 2. SUBDIVISION G:TLAN\2015 Planning Cases\2015-01 Mission Hills Senior Living�.Wmval letter Prelim Plat PUD and Site Plmdm Mr. Michael Hoagberg February 27, 2015 Page 6 "The City Council approves the preliminary plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills 31 Addition, as shown in plans dated received December 22, 2014, including the attached Findings of Fact and Recommendation, subject to the following conditions: Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Lot 1, Block 1, Mission Hills Yd Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling and $5,000 per twin home dwelling, the total park fees will be $599,200. Engineering Conditions: 1. The estimated Surface Water Utility fees are $108,921.60. These shall be due with the final plat. 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. 3. The applicant must enter into a maintenance agreement with the City and record that agreement against the property." 3. SITE PLAN APPROVAL "The City Council approves the site plan consisting of a 134-unit senior housing apartment and nine twin homes, Planning Case 2015-01 as shown in plans dated received January 29, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall incorporate increased plantings of evergreens and ornamentals along Highway 101 to provide additional screening for the twin homes at the north end of the project site in order to meet minimum bufferyard requirements. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Department of Labor and Industry website: http://www.dli.mn.lzov/CCLD/PlanConstruction.asp. 2. Buildings must be protected with automatic fire suppression systems. 3. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common use facilities. GAPLANU015 Planning Cass\2015-01 Mission Hills Swim Living\A t val letter Prelim Plat Mosul Site Plan.doc Mr. Michael Hoagberg February 27, 2015 Page 7 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. 3. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. Proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. In lieu of a fire lane to the back side of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Engineering Conditions: 1. The grading plan must show a spot elevation between the two buildings near Infiltration Basin No. 5, to show that water will flow away from both structures. 2. Proposed grades at the northwest corner of the western parking lot must be revised so as not to exceed a 3:1 slope. 3. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 4. Walls taller than six feet shall not be constructed with boulder rock. 5. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. GAPrAM2015 Planning Cases\2015-01 Mission Hills Senior Uving\Approval letter Prelim Plat PUD and Site PlanAm Mr. Michael Hoagberg February 27, 2015 Page 8 6. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. 7. The top and bottom wall elevation must be labeled on the southwestern retaining wall. 8. The plans must show names for these streets. 9. The developer's engineer must submit documentation that the street pavement meets a 7-ton design. 10. The plan set shall include turn movements for a fire truck to navigate the medians for entry access to the main building. 11. The developer shall incorporate the recommendations from the traffic study into their plan set. 12. The parking lot aisles must be a minimum of 26 feet wide. 13. Pedestrian ramps shall meet ADA requirements. 14. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. 15. This parcel has paid the city for one water and sanitary service hook-up. All additional units must pay a water and sanitary service partial hookup fee at the time of final plat. 16. The developer shall work with the Building Department to determine the City SAC and WAC fees for the main building. 17. All work within the MnDOT right-of-way must be approved by MnDOT. 18. A full SWPPP meeting all the requirements of the NPDES permit must be provided to the city for review and approval prior to recording the final plat. 19. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume -reducing practices including re -use. 20. All swales directing surface flows towards surface water features, including but not limited to storm sewer infrastructure, and off the subject property shall be stabilized within 48 hours of cessation of grading activities. 21. Erosion control blanket shall include the swales in their entirety. 22. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 23. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. GAPLAN12015 Planning Ca \2015-01 Mission Hills Senior Living\Approval letter Prelim Plat PUD and Site Plan.doc Mr. Michael Hoagberg February 27, 2015 Page 9 24. A planting plan for the filtration features will be required before recording the final plat. 25. Topsoil shall meet, at a minimum, MnDOT specification 3877-2 "Loam Topsoil Borrow." 26. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: I . The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of berming and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance." A site plan agreement must be prepared by the city; however, cost estimates for the project must be submitted prior to document preparation. Final plat documents must be submitted to the City four weeks prior to the City Council meeting in which you wish to have your final plat approved. Enclosed is the list of items required for submittal for final plat approval. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at saliaffaa.ci.chanhassen mn us. Sincerely, 1 � Sharmeen Al-Jaff Senior Planner Enclosure ec: Stephanie Smith, Project Engineer Klingelhutz Farms, LLC 545 Lake Drive #205 Chanhassen, MN 55317 Eric Reiners, Sperides Reiners Architects, Inc. GAP1AN\2015 Planning Casesl()15-01 Mission Hills Senior UvingWpproval liner Prelim Plat PUD and Site Plan.doc ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HWL, EOF and catch basin and storm manhole numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Plates. • The plans shall include traffic signage and street light placement. 2. Drainage calculations for water quantity and quality ponding with maps showing drainage areas for pre -and post -development conditions and contributing areas to catch basins. 3. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. e. Erosion control. f. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2" x I ), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a Aoc format. 9. Lot tabulations. Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 c:\usem"rene\appdataUocal\microsoft\windows\temporary intemet files\content.outlook\7vja9tov\final plat submittal.doc SRa . 1W. TRANSMITTAL TO: Sharmeen AI-Jaff City of Chanhassen 7700 Market Blvd Chanhassen. MN 55317 FROM: Eric A. Reiners, AIA PROJECT NAME: Mission Hills Senior HOusir PROJECT NO: 14-040 DATE- 1/22/2016 The items below are transmitted ciTYOFCHANHASSEN RECEIVED JAN 2 2 2016 CHANHASSEN PLANNING DEPT 4200 W. Old Shakopee Rd. #220 Bloomington, MN 55437 (952) 996.9662 (952) 996.9663 - fax FOR YOUR INFORMATION El VIA: MAIL[ FOR YOUR REVIEW MESSENGER�� FOR YOUR APPROVAL PERSONALDELMERYr n ' FOR YOUR USE �X PICK-UPO FOR YOUR RECORDS UPS -NEXT DAY�� AS REQUESTED El DESCRIPTION CITY. DATE 1 1/22/2016 1 1/22/2016 1 1/22/2016 1 1/22/2016 3 1/22/2016 ITEM DESCRIPTION Transmittal CD containing all final plat documents 8-1/2" x 11" copy of final plat Estimate of site construction costs Full size sets - Site construction plans 5 1/22/2016 Full size - Final COMMENTS: CC: Mike Hoagberg & Greg Zoidis - Headwaters Development Jeff Engelsma - Engelsma Construction COMMUNITY DEVELOPMENT DEPARTMENT REr Planning Division P.O. B Market Boulevard l CITY OF CNANgASSEN Mailing Address -P.O. Box : (9 Chanhassen, MN 5531i Phone: (952) 227-1300 !Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Date Filed: — —1 60-Day Review Deadline: —_-_25 Planner: Case*.'MI5 —01 ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence ........................... $325 ❑ All Others.............................................................. $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning ❑ Planned Unit Development (PUD)..................$750 VMinor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review.. .... $150 900'Site Plan Review ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts. ...................... $500 Plus $10 per 1,000 square feet of building area 'Include number of existing employees: and number of new employees: [/ Residential Districts ......................................... $500 Plus $5 per dwelling unit = Ab -, (oc, ADpITIONAL REQUIRED FEES: Lvf Notification Sign ......... —....................................... $200 / (City to install and remove) W Property Owners' List within 500...... — $3 per acoress' (City to generate — fee determined at pre -application meeting) ❑ Escrow for Recording Documents.. $50 per document (CUP/SPRNACNARNJAP/Metes & Bounds Subdivision) Subdivision ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Consolidate Lots..............................................$150 ❑�-of Line Adjustment.........................................$150 Ga'Final Plat`.....................................................$250 'Requires additiona $450�crowfor attorney costs. Escrow will be require for other applications through the development contract. ❑ Vacation of Easements/Right-of-way................... $300 (Additional recording fees may apply) ❑ Variance............................................................... $200 ❑ Wetland Alteration Permit ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment ........... _............... $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) TOTAL FEES: Received from: Date Received: Check Number: Section 2: Required Information Project Name: (•-il( (� ci=)Er voq_ bv(NA Property Address or Location: 44`( 161 j) I J CSC &� � Parcel #: QtS_-_S3Cn460 Legal Description: M(l cSiOKI H(LLs aJd oT7_- !£. Total Acreage: Wetlands Present? ❑ Yes IKNo Present Zoning: MtdC) Requested Zoning: #?V•�• — 12E5j1� Present Land Use Designation: f Requested Land Use Designation: a-IE:4oE�sT7Pd_ Existing Use of Property: 6CSQicJLL 'jjgn&L—. Description of Proposal: 15Z- LIN 47 HE)L(_It�:16i [Check box if separate narrative is attached --Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application, I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any autho izzattiiJon to proceee with the study. I certify that the information and exhibits submitted are true and corrrrreeectt. Name: /' r,� G �'J��C. A/V fl' 6j�/IJ�V Contact: fir'-A9, rFef � s Address: % rd / 6tsst Phone: 53e7 37R 5�3d City/State/Zip: L A k i(/rGG fir/ sro y y Cell: G 3 3trY-6 cmanar e G -lt7 aL vSGLG - ra ax: Signature:'er 41 f�� - Dale: iZol7 PROPERTY OWNER: In signing this afplicatlon, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. 1 will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be bharged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the Information and exhibits submitted are true and correct. Name: KII�yQ{ �tiTz 7:krr✓151 t' CC - Contact /✓F,( R �r`n1e�{701L Address: D L , L0. K-C L){ i V-C -M SQj Phone: /� City/State/Zip: C�1C111 hassCy\ A ty SS-7 Cell:& 1 2)- O6 S- SSBU Email: KI,1rR f-ki AI-Z 3 V rASn• cow. Fax:_ 913431— y(19- --0)3 a Signature: u�e Date: I This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ mail ❑ Mailed Paper Copy Name: _ ❑ Applicant Via. ❑ Mailed Paper Copy Address: El Engineer Via:i�Email �€�mail ❑ Mailed Paper Copy CkylState/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: The current legal description is: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right- of-way as taken for Trunk Highway Number 312. The description after the plat is recorded is: Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. SCANNED • Denotes 1 /2 inch iron monument found, marked with PLS No. 44890, unless otherwise noted [N35°W] Denotes per plat of MISSION HILLS (MN) Denotes per MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-17 A The northeasterly line of Outlot E, MISSION HILLS A \,) A is assumed to have a bearing of S43°34'48"E. \ ', ` 50 0 50 100 SCALE IN FEET C \ A cI r� y,yr o 1 O kk G�Oo /0 / 15 c / J / 'r J °\IV I / \ \ G UTILITY EASEMENT IN�89""01'9 OVTANGENT AW (MN) —N89°/9'43"W J 60 -FOUND 1/2 INCH SOLID IRON NOT TANGENT RIGHT OF WAY TAKEN PER MnDOT ROW PLAT NO. 10-17-\\ / ll ry \ FJ o �J \ Cj ,O b RY Cb / A r„ V C� --DRAINAGE AND UTILITY EASEMENT O ' V I 10IS85022'I1"W 'i'SS, -- L' 79.89 2 ,0 s 4' 1 = L=29.48 0, r \ DRAINAGE AND A=2°59'4' %\- UTILITY EASEMENT i a o L=40.851'\, `,;o - / \__, N24036'23"W UMINUM \`, a' �` / 24.25 FOUND AL R/W MONUMENT-�� 10 / N41°12'00"W �/Y14.86 1 r ' N27°07'II"E NO°0/ 22"W (MN) ; ' I `-'- ss4°4a'o4"E 1 6 1 i Wit --`==--I L6o NO °0/'32 "W - 10 62.54 I FOUND ALUMINUM R/W MONUMENT N89 050 25 "W (S89 °3/'29 "WI BLOCK 4/8.24 LOT PLA1 FILE NO, MISSION HILLS 3RD ADDIT/ON C,R, o0C, N0. 1-FOUND IRON RLS #15475 C? 0 ?moo\� _ -- { KNOW ALL MEN BY THESE PRESENTS: That Klingelhutz Farms, LLC, a Minnesota limited liability company, owner and proprietor of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right—of—way as taken for Trunk Highway Number 312. / tea, � Has caused the some to be surveyed and platted as MISSION HILLS 3RD ADDITION and does hereby dedicate to the public for public use forever �s� `�1 \ <7 the ponding easements and the drainage and utility easements as created by this plat. \ = S89053'27"E 84.01 \ No017'22"E �; �� In witness whereof said Klingelhutz Farms, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper 10.77 I i c'6'W ` \ �7 officer this _____ day of -- " i� DRAINAGE AND - - - - - — - - 20___. UTILITY EASEMENT--N' �� -� Signed: Klingelhutz Farms, LLC RECEIVED > - JAN 2 O 2016 By ° ^-------- its ---------------- `� -FOUND IRON 6'. sRR Ss2 g)2g9 �r1° \ / RLS #15475 COUNTY OF J d/, Asb 5.5r. ; i , o ��q \ STATE OF --------- \/ N69°41'10"E_ _ \; / ; ry �� qmo o ', ,/ C90 This instrument was acknowledged before me on day of ____—__—_, 20___, by ___ the 11.44 ' ,� �o yFpq/ �� t�s� \ — of said Klingelhutz Farms, LLC, a Minnesota limited liability company. N29°02'51'W 15.06 =" .\ \ ----- - SO° 43'54"E N 11.59' 52"E c,,; 1 �; -- 6.12 O O 9.82 = = S48012'03' W 1 s 'A S54°05'46"W A'1 10.44 1/ \ O N42°31'35"E_; //-FOUND IRON RLS #12043 DRAINAGE AND UTILITY EASEMENT ! Notary Public, _____—____ County, Minnesota N45°0O'51"W-==--'�_ , 3.40 27.99 '02"W Y EASEMENT \\\\� \ My Commission Expires 27.99 GE MAD OS\�1S \ Ol pRP1NP ti � � ^, �(0, I, Leonard F. Carlson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land oh Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are �A\ correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. \- NORTH LINE OF THE NW 1/4 OF SEC. 24, TWP. 116, RGE. 23 ,yp�/ �.�^ / f --------------------------------------- `r C) Leonard F. Carlson, Land Surveyor Minnesota License No. 44890 -FOUND REBAR CV 1 0 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on day of _____ 20___ by Leonard F. Carlson, Land Surveyor. p /7 CV— — — — — — -------------------------- I 20 ry Notary Public, Dakota County Minnesota My Commission Expires .9,9 CHANHASSEN, MINNESOTA / �P0 This plat of MISSION HILLS 3RD ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting / (t) tp thereof helod this day of ____—___, 20—_, and is in compliance with the provisions of Minnesota Statutes, Section oQ .N 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this pilot, according to Minnesota Statute, / h <; 505.02, Subd. I. C) 3 N GC CITY COUNCIL OF CHANHASSEN, MINNESOTA 2 � / BY: --------- ------- Mayor By. ------- -------------- Clerk 5y99,J_ __FOUND IRON �yI k2� RLS #15475 1 ; N 1� o F W �\ Q W I^ (0 LLJ M YJ Q W 3, Z O aF 1 N /vJN p�KQ � % \ \ S25°38'22"E= ;_ \ � !Utl• 22.78 \\-- °E N81.3506 52.22 h Q) / o � �/ice O EASEMENT � DRP�NPOE PNp FOUND ALUMINUM — d J — I R/W MONUMENT I �' o � � ^a�ja R- /737.03 L= /30.5/ Gvvv A An nnr /=J//�//-r nr IA/A\/ -�/ Ar A//1 4n 4-7 (GI�4°/V'/0'y /w■V rV7 LL—/30.45.% TLI/ /A /jr / ///\/ /IA//1 l / t U/ v/\ r7/vr7;,Y/ / A //l / vv. 4 �� / w (✓" County Surveyor, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______—_ day' of Luke Kranz, County Surveyor 0 County Auditor/Treasurer, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this of ------------> 20---• Laurie Davies, County Auditor/Treasurer BY------ ----------- County Recorder, Carver County, Minnesota I hereby certify that this plat of MISSION HILLS 3RD ADDITION was filed this ----------- o'clock o'clock __.M. as Document No. Luke Kranz, County Recorder day of 20 20___. at JISUNDE LAND SURVEYING TRUNK H/GHWA Y NO 212 M155ION MILLS 5ENICIR LIVING SITE PLAN 5GALE ^ I" • 40'-0- NORTH PLANTiNG SPECiFICATiCNS: I . PLANTING BED PREPARATICN ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10", AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION, 2, BACKFILL SOIL USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS, REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, 3, FERTILIZATICN ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SCIL PER THE MANUFACTURER'S INSTRUCTIONS, UNLESS NOTED OTHERWISE, 4, MULCH MATERIAL ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK, 5, TREE STAKNG= IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETiAILS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CCNDiTION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS AIRE A PROBLEM.. 6, TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE, WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1, 7, RODENT PROTECTiCW PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED, 8, PLANTING PLAN ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS, PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST, SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.. RESPECT STATED DIMENSIONS, DO NOT SCALE DRAWINGS, S, ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED TWICE DURING THE FIRST 24-14OUR PERIOD AFTER INSTALLATION ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF NECESSARY, DURING THE FIRST GROWING SEASON, fi LANTING NOTES' I, NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN T14E IMMEDIATE AREA, 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3, IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALL, 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD, SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED, 5, ALL PLANTS TC BE INSTALLED AS PER PLANTING DETAILS. ro, ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE, 7, WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SCD/ SEED SHALL BE HELD V BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC, 8, SOD SHALL BE LAID PARALLEL TO THE WNTOURS AND SHALL HAVE STAGGERED JOINTS, ON SLOPES STEEPER THAN 3 1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND, 8, SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD, 10REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER, L,4NDSG,4fi=E fi L>4N GENEiz,4L NOTES - I, LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE ((o51) 454-0002 PRIOR TO STAKING PLANT LOCATIONS, 2, COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE, 3, WHERE EXISTING TREES AND/CR SIGNIFICANT SHRUB MASSING-6 ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/CR ARE N AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL, 4, ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES, 5, BB TREES AND SHRUBS ARE BALLED AND BURLAPED. 6, NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/CR QUOTATION, 7, ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN, 8, CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE, ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION, 10, WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS, NO PARTIAL ACCEPTANCE WILL BE CONSIDERED, 11, CCNTRACTCR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER, LANDSCAPER TO POST BOND, 12, PROVIDE PARK GRADE TREES.. 13, ALL AREAS WITHIN PROJECT LIMITS SHALL BE LANDSCAPED WHETHER OR NOT NOTED ON LANDSCAPE PLAN, 14, A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING OR OTHER PERMIT IS ISSUED FOR WORK TO BE DONE ON THE SAME PROPERTY AS THE LANDSCAPING WCRK, AND AS A CONDITION TO THE ISSUANCE OF THE PERMIT. 15, THE CONTRACTCR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHCLES, VALVES, OR CTHER BURIED STRUCTURES BEFORE DIGGING, HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED. Ii2fRiG,4TICN NOTES- I - LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WC WHEN BIDDING, THESE SHALL BE REVIEWED BY THE OWNER PRIOR TO ORDERING, 2, VERIFY EXiSTING/PROPCSED IRRIGATION SYSTEM LOCATION, 3, UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100%%% IRRIGATED, THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT-OF-WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHEN NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED, 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SOD AND PRCPCSED LANDSCAPE (PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FCUNDATION, 5, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS, PLAN I6 �"..,UANT17Y SYMBOL PFYs -CODE PLANT SCHEDULE DECIDUOUS TREES CODE SYM. QTY. SIZE ROOT MATURE SITE COMMON NAME LATIN NAME REMAW-6 ASM 0 26 2,5' CAL. BEB 50' H x 25' W Autumn Spire Maple Acer Rubrum 'Autumn Spire' STRAIGHT LEADER CN l0 2.5" CAL, BtB 40 H x Will Common HadlwN Celtic Cccidentalis STRAIGHT LEADER RB 52 2.5" CAL, BtB 45' H x 35' W River Birch Betula Lenta STRAIGHT LEADER SWo ® l0 2.5" CAL, BEB 5V H x 40' W Swamp White Oak CIercus Bicolor STRAIGHT LEADER CONIFEROUS TREES CODE SYM, QTY, SITE RCOT MATURE SIZE CCMMCN NAME LATIN NAME REMARKS BHb Q 38 1 V HT, BW 35' H x 20' W Black Hills Spruce Picea Glauca Densata STRAIGHT LEADER PP 0 IS I V HT. BtB 75- H x 25' W Ponderosa Fine Minus Ponderosa STRAIGHT LEADER ORNAMENTAL TREES CODE SYM, QTY, SIZE RCOT MATURE SIZE COMMON NAME LATH NAME REMARKS AB 12 1 1,5" CAL, BBB 35' H x 20' W Autumn Briliance Amelanchler Grandirlora STRAIGHT LEADER FFC 0 16 1 1,5" CAL, BBB 20' H x 20 W Prairlehre Flowering Crab Malus 'Prairlehre' STRAIGHT LEADER DECIDUOUS SHRUBS C0DE SYM, QTY, SIZE RCOT SIZE CCh" NAME LATIN NAME REMARKS GBC 4) 44 24" HT POT 5' H x 5' W Glossy Black Choksberry Aronla Melanocarpa HS O 26 24' HT POT 3' H x 4' W Hummingbird Summersweet Cletlra Afnifolla 'Hummingbird' - GD Q 158 36" HT PCT (,'H x V W Gray Dogwood Comus Racemosa - CBB ® 18 36" HT PCT 5' H x 5' W Compact 5ming Bush Euonymus Alatus 'Compactus' - RSW 49 38 IS' HT PCT 25H x 4' W Red Spite Winterbeg Ilex Verticillata 'Nana' GS ® 18 1V HT PCT 2,5' H x 4' W Goldflame Spirea Spiraea X Bumbalda 'Goldflame' - PPL 0 6 IV HT PCT V H x Y W Prairie Petite Lilac Syringa Vulgarls 'Prairie Petite' - AC ® 18 18" HT POT 6' H x 5' W Alpine Currant Ribes Alpinum EVERGREEN SHRUBS CODE SYM, QTY, SIZE ROOT SIZE CCMMCN NAME LATIN NAME REMARKS TA IN 24" HT POT 2' H x 4' W Tec}ny Arborvitae Thuja Cccldentalls 'Twiny' - BW Q 102 24" HT POT 2,5' H x 4' W Blues Star Juniper Juniperm S+amata 'Blue Star' - HJ O 0 24" HT POT 1' H x 4' W Hughes Juniper Juniperus HorIzontalis 'Hughes' - JSY ® 10 24" HT POT 2' H x 6' W I Japanese Sxeadirg Yew I Taxus Cuspidate PERENNIALS CODE SYM, QTY, SIZE RCOT SITE CCMMCN NAME LATIN NAME REMAWS KF 370 1 GAL PCT 2' N x T W Feathar Reed Grass Calamagrostis X Acutiflora Karl Foerster' YD 154 1 GAL PCT T H x P W Yellow DayWly Hemerocallis GROUND COVER SYMBCL DESCRIPTICN REMARKS i RANGARDEN SEE NOTE$3 ......................... No W PRAIRIE GRASSES SEE NOTE 04 SCD AREA SEE NCTE $I N rv: s ° r BUFF LANDSCAPE ROCK SEE NCTE 02 CCNCRETE SIDEWALKS BITIAiNOUS WALKWAYS CCNCRETE PATIOS REMARKS I, ALL SODDED AREAS TO BE IRRIGATED (IRRIGATION (PLAN SHALL BE SUBMITTED TO OWNER AND ARCHITECT FOR REVIEW) 2, BUFF 3" ROCK MULCH OVER LANDSCAPE FABRIC (i6" MIN, WIDTH AROUND BUILDING), PROVIDE BLACK PLASTIC EDGING BETWEEN ROCK & WD (TYP,) ROCK MULCH SPEC, "RIVER ROCK" 3. SEE 'RAIN GARDEN PLANTING PROFILE' CHART BELOW( FOR THE RAN GARDEN SEED AND PLANT MIX. 4, SEE 'SHORT GRASS PRAIRIE SEED MIX' CHART BELOW FOR THE 'NO-MCW' PRAIRIE GRASSES SEED MIX, PLAN SYMBCL QUANTITYSEED WPPG- CODE MIXTURES RAIN GARDEN PLANTING PROFILE A. RAIN GARDEN EDGES AND SLOPES 0 NAME SCIENTIFIC NAME I BUTTERFLY FLCWER 45CLEPIA5 TUBERCSA 2 PURPLE PRAIRIE CLOVER DALEA PURPUREUM 3 FEATHER REED GRASS CALAMCGRCSTIS 'KARL FCERSTER' 4 PURPLE CC NEFLOUJER ECHINACEA PURPUREA 5 BLACK-EYED SUSAN RUDBECKIA FULGIDA 'GCLDSTRUM' 6 OBEDIENT PLANT PHYSOSTEGIA VIRGINIANUM B, RAIN GARDEN BCTTCMS # NAME SCIENTIFIC NAME I JOE-PYE WEE EUPATORIUM MACULATUM 2 CARDINAL FLCWER LOBELIA CARDINALIS 3 PINK TURTLEHEAD CHELONE SPP, 4 VIRGINIA BLUEBELLS MERTENSIA VIRGINIANA 5 SWITCHGRASS ' HEAVY METAL' PANICUM VIRGATUM 'HEAVY METAL' C, NCTES NCNE. NO -MOW PRAIRIE GRASSES SEED PROFILE A, FCRBS (25%) # NAME PERCENT I BUTTERFLY WEED 2.5090 SKY BLUE ASTER 2 1,00q WHITE WILD INDIGO' 3 3.000% 4 PALE PURPLE CONEFLOWER 6,50% 5 RATTLESNAKE MASTER 2,50% WILD QUININE 6 2,5090 1 FOXGLOVE BEARDTONGUE 1,009. WHITE PRAIRIE GLOVER 8 I,25% PURPLE PRAIRIE CLOVER 9 2,50% l0 BLACK-EYED SUSAN 1,25% HOARY VERVAIN 11 1,00% B, GRASSES (7590) # NAME PERCENT I LITTLE BLUESTEM 31,25`0 2 SIDECATS GRAMA 30,0091. 3 PRAIRIE BRCME 6,75910 C, NOTES 1, FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY, FINAL MIX, INCLUDING COVER CROP AND INERT SEED CARRIER IS TO BE DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPROVED BY THE ENGINEER. Iz CtU W H H x r\ o `h OLo Lo a Q w w a v 0 O w z �o Z z wC� O V aZ � 'o'o H m V O F- � LU01. V � � 01 CJ o oow0o.OLO V ,I- Um d LL w mod < Q �dzv0 w 0 w Q M O �w jz N 0 w � k � In T w n O w0oCO z m-�- LLi O ~ Q w W W Q w V Q z uu ® co Cn W o ¢ ►zM N t\ LM c\a U C� U w Q 0 a D Q � z O V Ecn u V V v n 0 0 w CN CN z C) Z rC i-a p Co W � Co L) • LANDSCAPE PLAN • INSTALLATION DETAILS • PLANT SCHEDULE PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al *3 SI-(RUB 15" MIN, NOTES IIIIII_� THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE, w Q } d u 0 CCNIFERCUS TREE -IIIIII• -11111E I _�alll II-1 (III_-IIIIII-IIw�__��.�—_—nlllle',111 NOTES THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. NOTES THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL TREES TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. SHRUBS TO SIT ON SUBGRADE MULCH - 3" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) LANDSCAPE FABRIC - SEE SPEC, PLANTING SOIL - SEE SPEC, REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. NOTES HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP,) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE DOUBLE STRAND 14 GA, WIRE - 3' 13 120" INTERVALS (TYI- J 16"POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYPJ W-O" STEEL STAKE FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC, SUBGRADE 2" X 2" X 24" WOCD STAKE SET AT ANGLE SOD NOTES - TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED, IT IS THE CONTRACTOR'S OPTION TO STAKE TREES HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD, SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE �IDUCUS TREE -E STRAND 14 GA, WIRE - !O" INTERVALS (TYP,) �LYPROPYLENE OR THYLENE (40 MIL, 1-1/2" iTRAP TYP, J URAP TO FIRST BRANCH SING - ONE PER WIRE 3ALL TO SIT ON SUBGRADE - 4" DEEP SHREDDED BARK 6 NOTED OTHERWISE) ING SOIL - SEE SPEC, IL :AIDE 'X 24" WOOD STAKE SET 3LE -TERNATE METHODS OF iTAKING ARE ILLUSTRATED aE CONTRACTOR'S OPTION EKE TREES- HOWEVER, THE :ACTOR IS RESPCISIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD, SCARIFY BOTTOMAND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE 6T% V W W w W w w W W W W J- DECK w w w DECK w W W wv w w w w W w w W W w W w vtr w w w W w L W w w W Iw w w w w W w W w WI w W w W w W Iw w II w o w w w l w W w w w W I W w I w w w w w w ONE ST®RY w W TWINWCME PATIO VILLA w w W W w W w w w W W L w w w w w w w w w w w w w w W w w w W w W w W W w w W w W W w W W I W W I W w w w W w W W w W W w W w W w w W W W w W W w W W W W W W W W w W W w w W w W I W W W W w W W w w W W w w w w W W W W w w w w W W W 0 W W w W W W W d) w W w W W W W w w w W W W \ W w W W W W W w W W o0 O��Oe�OJco W W W W W W W W W W W W W W VO-vy0 DRIVEWAY w W w w w W W W TYPICAL TOWM40ME VILLA LANDSCAPE PLAN Sc-ALE- 1/5" = 1'-0" Y.1\� W1�y 11 V eel w m m _ � �' �\ } \ v BITUMINCUS WA a PRAIRIE GRASSES - SEE LANDSCAPE SCHEDULES ON LI J FCR PLANTING TYPES BASIN a PIEVAT" SAM IFSAY"W VAT" SEE CIVIL TOPCGRAPNY FOR SLOPES RAIN GARDEN PLUGS \ VA VA VA VA VA VA \ + + + + + + + + er + + + + + \ VA VA VA VA VA VA VA 11 W / @, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /VA/VA//VA/A//VA//VA \++++++++++++++++++++++++++++++++++++ +(��AR# ++ + ++ + + + ++++ + + + ++ + ++ ++ +++++++++ +++#+++ +++++ #+ + + + + # + + + + + + + # T i+++i++ SAILi+++++++++++++++i+++++++i +++++++ + +++++ SOIL TYPE a \/\\\/\\\\\\\j�\\j�\j�\\j�\\j\\j�\\j\\j�\\\j�\\j�\\j�\\j�\\�\\j�\j�\j/ j�\\jam\\j�\j�\\j\\j\\j�\\j�\\�\ CF SCIL �F 60% L 5SANDD ASTM - C33 \\\\%\\/%\%\\%\\//\\/%\%\\//\\///\\//\\//\\/ \//\\/%\%\\\//\\%\\% %\\%\\/%\%\\% \ \\// SCIL B - IS" CT- SAND 20-3C3a TOPSCIL\/\/\/\/\/\/\/\/\/\/\/\/\\/\/\/\/\/\/\ /\/\/\/\/ / 20-30% CZMPCST SOIL TYPE B SOIL C - UNCOMPACTED SUBGRADE 18 INCHES OF SAND, ASTM - C33 NOTE NCB GECTEXTILE FILTER FABRIC CCCRDINATE RAIN GARDEN FCR RAIN GARDEN SEED MN/DOT 3733 TYPE I ITYRJ SCIL TYPE C CONSTRUCTION DETAILS WITH MIXTURE SEE TABLES CN UNCOMPACTED WBGRADE CIVIL DRAWING 2/CZ0, LANDSCAPE SHEET LI,I, ENLARGED SECTICN C1= TYPICAL RAIN GARDEN LAYCUT AND CCNSTfiRUCTICN ENLARGED LANDSCAPE PLAN AT MEMORY CARE GARDEN ,AND DINING ROOM FCRM,AL GARDENS 1:4 z w QD C o � c'j Q �6H3 cliLu _ Z u o cc ®� E5 w Q p z m D 0 �I � V V Q<1 Q Q Q a Lij 0 0 O z Z o C) ry Z O a, o z w LLj ,C40 � Q V I Lu ~ �1 O Lu J Z z 0 O < V J � Q V) O _ � z =v • PLANTING PROFILES • RAIN GARDEN DIAGRAM • ENLARGED PLANTING BED PLANS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. SCALE-. 1/5" = 1'-011