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CAS-16_ARBOR GLEN - 9170 GREAT PLAINS BOULEVARD (25-0242900) FILE 2 OF 3Notice of Public Hearing Chanhassen Planning Commission Meeting & Time: Tuesday, March 21, 2017 at 7:00 P.M. This hearing may not start until later in the evenin , depending on the order of the agenda. tion: Ci Hall Council Chambers, 7700 Market Blvd. uest for amending the Planned Unit Development- Dsal: Residential District (PUD -R) on property located at 9170 Great Plains Boulevard. — Arbor Glen cant: Arbor Glen Chanhassen, LLC .rty 9170 Great Plains Boulevard tion: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the Happens pub is hearing through the followingg steps: Meeting: 1. Staff will give an overview of tKe proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-16. If you wish to talk to someone about this project, please contact Robert Generous ions & by email at boenerousCo)ci.chanhassen.mn.us or by phone at lents: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEW Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mmus/noti me to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland Alterations. Rezonings, Comprehensive Plan Amendments ani Code Amentlments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of tte subject site to be notified of the application in writing. Any interested party is invited to will the meeting. • Stat prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At Ne Planning Commission meeting, stag will give a verbal overview of Me report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process The Commission will dose the public hearing and discuss the item arca make a recommendation to the City Coundl. The City Council may reverse all or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple Monty vote of the City Council except rezoiings and land use amendments from residential W oommercial/ndustnal. • Minnesota State Statute 519 99 requires all appiii be processed within SO days unless the applicant waives this suindard. Some applications due to Tear complexity may take several months to complete. Any person wishing to follow an item nrbugh the process s W check with the Planning Department regarding its stales and sdieduling for the City Counal meeting. • A neighborl spokespersonfreprasentative a encouraged to provide a contact for the city. Often developers are encouraged W meet with the neighborhood regarding their proposal. Stat is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does cwt Minutes are taken and any wnespaxlehce regarding the application will ce mduded in the repon to the City Coundlt you wish to have something to be inducted m the repot lease contact the Planning Stat person nametl on the notification. CITY OF CHANHASSEN 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us 15 1-L ZZm3! UrG �' fir. V c C r U a ,,� O SgN^y✓n^l �7 Disclaimer This map Is neither a legally recor as one. This county, state and ls a fedreal ofces an, �',,;•r�D � `t\\\\r\\\ be ed f 1 I 0 POSI'M �rieowes 021 P $066.46 ° `}k 0003195036 MAR 092017 MAILED FROM ZIP CODE 55317 us re InformationrSystem (GIS)D a used 6�. y7 \\\\\`�"� BRUCE ROY not represent that the GIS Data can i� 5 5 \\ \\\ '\\�`\ er C-' in the 603 SUMMERFIELD DR purpose requiring exacting measurert n _,.ion CHANHASSEN, MN 55317-7644 depiction of geographic features. If error ``\\\\" ..,, please contact 952- 227-1107. The preceding disclaimer is pi .,o Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this me, ..,,wledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employeeh 6r agents, or third parties which arse out of the user's access or use!pVgja,'prpvjdel 1.4 7 11 h I n Ilh I 1 Ir I i Il r t u h� 7700 Market Boulevard PO 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: 952.2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 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: 952.2271310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.mn.us G-2 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Bob Generous, Senior Planner DATE: October 12, 2015 * SUBJ: Rezoning, Conditional Use Permit and Preliminary Plat with Variance Arbor Glen, Planning Case #2015-16 PROPOSED MOTION "The Chanhassen City Council approves the PUD rezoning, Conditional Use Permit and Preliminary Plat with a Variance from the western perimeter setback subject to the conditions of approval and adopts the Findings of Fact." City Council approval requires a majority vote of City Council. EXECUTIVE SUMMARY The applicant is requesting a rezoning from Agricultural Estate District (A-2) to Planned Unit Development -Residential (PUD -R) to permit a detached townhouse - type development. A Conditional Use Permit is required for development within the Bluff Creek Corridor. The applicant is also requesting subdivision approval creating 21 lots and 4 outlots with variances from the perimeter setback requirement from the western property line to permit a 20 -foot structure setback. Staff has updated the staff report to incorporate a gateway element at the corner similar to those at Southwest •- Village and to be installed at Crossroads of Chanhassen. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on September 15, 2015 to review the proposed development. The Planning Commission voted 5-0 to recommend that City Council approve the development. The Planning Commission acknowledged the difficulty of developing the site with multiple constraints including the Bluff Creek primary zone, significant elevation changes, restricted access, a gas pipeline easement and the need for storm water treatment. The applicant had requested that this item be withheld from City Council review in order to permit them to work with the Riley -Purgatory -Bluff Creek Watershed District to address the surface water management issues for the property. The developer has determined that a water reuse system is the method they will use to meet the district requirements. Planning Commission minutes from September 15, 2015 are attached. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow RECOMMENDATION Staff recommends City Council approve the development subject to the conditions of the Planning Commission staff report. /:VWN:TGJ:1u1DQW1 1. Planning Commission Staff Report dated September 15, 2015. 2. Planning Commission Minutes dated September 15, 2015. 3. Rezoning Ordinance. 4. Conditional Use Permit. 5. Variance Document. g.Vlan\2015 planning cases\2015-16 arbor gleo\mmutive summary.doc CITY OF CHANHASSEN PC DATE: September 15, 2015 CC DATE: October 12, 2015 REVIEW DEADLINE: October 13, 2015 CASE #: 2015-16 BY: RG, TJ, ML, JM, JS, SS "The Chanhassen Planning Commission recommends that City Council approve the PUD rezoning, Conditional Use Permit and Subdivision approval with a Variance from the western perimeter setback subject to the conditions of approval, and adopts the Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting a rezoning from Agricultural Estate District (A-2) to Planned Unit Development -Residential (PUD -R); Conditional Use Permit for development within the Bluff Creek Corridor; and Subdivision with Variances creating 21 lots and 4 outlots (Arbor Glen). LOCATION: 9170 Great Plains Boulevard APPLICANT: Arbor Glen Chanhassen, LLC 3360 Bavaria Road Chaska, MN 55318 (813) 777-0015 meklo@wrd3.com PRESENT ZONING: Agricultural Estate District (A-2) and Bluff Creek Overlay District 2020 LAND USE PLAN: Residential Low Density (net density 1.2 — 4 units per acre) ACREAGE: 8.5 acres DENSITY: 4.0 units per net acre (5.22 acres) LEVEL OF CITY DISCRETION IN DECISION- MAHING: Gianetti Properties, LLC 2899 Hudson Boulevard St. Paul, MN 55128 The City has a relatively high level of discretion in approving rezonings, PUDs and amendments to PUDs because the City is acting in its legislative or policy-making capacity. A rezoning or PUD, and amendment thereto, must be consistent with the City's Comprehensive Plan. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi-judicial decision. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 2 of 27 The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting a rezoning from Agricultural Estate District (A-2) to Planned Unit Development -Residential (PUD -R) to permit a detached townhouse -type development. A Conditional Use Permit is required for development within the Bluff Creek Corridor. The applicant is also requesting subdivision approval creating 21 lots and 4 outlots with variances from the perimeter setback requirement from the western property line. The applicant is proposing a planned unit development on an approximate 8.5 -acre parcel. Approximately 2.4 acres of the property is encumbered by a high-quality wetland that is listed on the MN DNR Public Waters Inventory. The land is currently zoned A2 (Agricultural Estate District) and is guided single-family residential with a density of 1.2 to 4 lots per acre. The applicant is proposing 21 single-family residences on the net 6.12 acres for a density of 3.4 units per acre. The access would be provided by extending Crossroads Boulevard into a private cul-de- sac across Lyman Boulevard. Two private roads off the cul-de-sac will provide access to additional lots. The applicant is also requesting variances from existing design standards and does not meet any of the volume reduction requirements. The property lies within the Bluff Creek Overlay District and the applicant is proposing to grade within the primary zone. This property has several constraints on development. Access to Highway 101 is not permitted so the access is at Crossroads Boulevard and Lyman Boulevard only. Williams Pipeline runs across the northern portion of the development within an 80 -foot wide easement that begins 25 feet south of the northerly property line. A 20 -foot structure setback is required from the easement. The southern third of the property consists of wetlands and is part of the Bluff Creek Primary Zone requiring significant buffer areas and structure setbacks. Additionally, there is a 34 -foot elevation change over 300 feet running from the north to south of the property. Previous development proposals for the site include a commercial center and a twin home development. The commercial center was withdrawn due to the constraints on the property and the need to change the land use. The twin home project did not go forward due to the changing market conditions and the housing retrenchment. However, the proposed development of Arbor Glen provides an economically viable project that can fit within the constraints of the site (subject to the revisions contained within this report), is in harmony with surrounding development and is consistent with the comprehensive plan. The intersection of Highway 101 and Lyman Boulevard is a key gateway and crossroad in the community. The city is requiring that development at the corners to provide a gateway treatment Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 3 of 27 of fencing. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. IOOI iLL�PI�B Pot 24, or /Q r1CONCEPT I LI PLAN APPLICABLE REGULATIONS Chapter 18, Subdivisions Chapter 20, Article II, Division 2, Amendments Chapter 20, Article II, Division 3, Variances Chapter 20, Article N, Conditional Use Permits Chapter 20, Article VI, Wetland Protection Chapter 20, Article VIII Planned Unit Development District BACKGROUND On January 9, 2006, the Chanhassen City Council approved the following: A. "Comprehensive Plan Amendment incorporating the property in the Metropolitan Urban Services Area (MUSA)." B. "Concept and Preliminary Planned Unit Development rezoning the property from A2, Agricultural Estate District to PUD -R, Planned Unit Development — Residential." Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 4 of 27 C. "Preliminary plat creating 18 lots, two outlots and right-of-way for public streets " Prior to the development review in 2006, the property contained a single-family home. The majority of the upland on the site had been farmed. REZONING PLANNED UNIT DEVELOPMENT Justification for Rezoning to PUD The applicant is requesting to rezone approximately eight acres from A-2, Agricultural Estate to PUD -R, Planned Unit Development -Residential. The project consists of 21 villa -type homes, a detached townhouse unit. The existing zoning of the property, A-2, is not consistent with the land use designation of the property, Residential Low Density. The comprehensive plan allows less intensive land uses to remain in place. However, any approval by the city for development of the property must be consistent with the comprehensive plan. The proposed planned unit development does not appear to `result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts (§20-501)." The plan must seek to enhance and protect the natural resources beyond what would occur with a traditional development. Unfortunately, in the current iteration there are deficiencies that would not meet the base requirements of a traditional development. The plan should be amended to provide the 1.1 inch of abstraction as required by law, minimize or eliminate grading in the bluff creek primary zone and provide enhanced buffers. City staff has offered to meet with the developer and the watershed district to look for a solution to the stormwater management requirements for this development and will be available to do so in the future should the developer request. The following zoning districts would be consistent with a Residential Low Density land use: Single -Family Residential (RSF), Mixed Low Density Residential (R-4), Low and Medium Density Residential (RLM), and Planned Unit Development — Residential (PUD -R). Due to the type of development being proposed (detached townhouses), the PUD -R zoning is the only district that would allow the proposed project. Section 20-501. Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to permit a detached townhouse -style development. In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more - sensitive proposal than would have been the case with the other more standard zoning districts. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 5 of 27 The proposed development provides a compatible development with the surrounding development. Development Design Standards a. Intent The purpose of this zone is to create a villa -style housing development, PUD Residential 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. Except as modified by the Arbor Glen development standards, the development must comply with the Residential Low and Medium Density District, RLM. b. Permitted Uses The permitted uses within the neighborhood shall be 21 homes and appropriate accessory structures. Low -intensity neighborhood -oriented accessory structures to meet daily needs of residents may include bus shelter, development signage, garden, gazebo, maintenance shed, picnic shelter, permanent open space, playground equipment, public or private art or trails. c. Lot Requirements Minimum Lot Size: 5,900 square feet Minimum Frontage: 50 fat at building setback Minimum Depth: 100 fat Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 6 of 27 d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. #Lots 1 and 2, Block 2 are requesting a variance to permit a 20 -foot PUD perimeter setback. *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. CONDITIONAL USE PERMIT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Outlot C contains the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The current plans propose grading within 20 feet of the Primary Corridor. The plans should be revised to eliminate grading within this area. If this is not possible, then the developer shall prepare a restoration plan for the Bluff Creek Corridor. A drainage and utility easement shall be dedicated over all of Outlot C. The developer may dedicate Outlot C to the city. A plan for the establishment of native vegetation in the buffer shall be prepared. SUBDIVISION The applicant is proposing a 21 -lot and 4-outlot subdivision of the property. Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet # Gas Pipeline 20 feet from easement Front - Interior private street 25 feet to curb; side yard (street) 10 feet to curb Side Lot Line 6 feet Rear Lot Line 30 feet Hard Surface Coverage Maximum 2,942 square feet per lot Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet #Lots 1 and 2, Block 2 are requesting a variance to permit a 20 -foot PUD perimeter setback. *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. CONDITIONAL USE PERMIT The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low -impact practices. This parcel is partially encumbered by the Bluff Creek Overlay District. Outlot C contains the Bluff Creek Corridor primary zone. The Primary Corridor is designated open space. All structures must meet a 40 -foot structural setback from the Primary Corridor boundary as required by Chanhassen City Code. In addition, no grading is allowed within the first 20 feet of the Primary Corridor. The current plans propose grading within 20 feet of the Primary Corridor. The plans should be revised to eliminate grading within this area. If this is not possible, then the developer shall prepare a restoration plan for the Bluff Creek Corridor. A drainage and utility easement shall be dedicated over all of Outlot C. The developer may dedicate Outlot C to the city. A plan for the establishment of native vegetation in the buffer shall be prepared. SUBDIVISION The applicant is proposing a 21 -lot and 4-outlot subdivision of the property. Planning Commission Arbor Glen - Planning Case 2015-16 September 15, 2015 Page 7 of 27 =.S—A e Auu E-CEPTI�': si 2'1 / 11 y _ t ,\� �J� // e♦rte'\' •� /9 F OUTLOTC'� I=, zra EASEMENTS Right-of-way is dedicated along the northern and eastern portion of the property for Lyman Boulevard and Highway 101. A pipeline easement is dedicated to Williams Pipe Line Company, LLC for the high-pressure pipeline located across the northern part of the property. The preliminary plat proposes to grant drainage and utility easements over Outlot B and Outlot C. The city shall require a drainage and utility easement be granted over Outlot A as well. If the developer desires development signage, they will need to revise the easement to exclude a portion for such signage, which may not be located within an easement. The drainage and utility easements are shown in the preliminary plat around the perimeter of each lot as well as locations of public utilities. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. GRADING Drainage The entire site drains to an unnamed water body, Public Water Wetland 214W, which discharges to Bluff Creek. Bluff Creek is an impaired water and a TMDL Implementation Plan was completed in August of 2013. The Creek is impaired for turbidity and for fish indices of biological integrity. The stressor ID report indicated that flow was a major contributor to the impairment. In particular, flashy flows where the creek quickly achieves bankfull conditions and the absence of a sustained baseflow volume. Both of these conditions are attributable to the increase in hardcover within the watershed which increases runoff rates and volumes while Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 8 of 27 decreasing infiltration which would allow for more sustainable and consistent baseflows. The proposed design does meet the rate reduction requirements. Also, discharge rates from the pond into the wetland appear to be below scouring velocities. In order to fully evaluate how the site grading may affect adjacent properties, the topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. The grading plan must be revised to include the house pads and driveway locations so that staff can evaluate the driveway design and determine that the grading will send water away from all structures. Per City Code §20-481(e)(1), the lowest floor elevation must be a minimum of three feet above the highest known groundwater elevation. The soil boring, Bl, found groundwater at elevation 914. Several lots near that boring have a full basement or lookout -style home that would put the lowest floor elevation several feet under the known ground water. If water is encountered during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. Lots 5 and 6, Block 3 are adjacent to an Emergency Over -Flow (EOF) which will carry storm water when the capacity of the proposed system is exceeded. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the EOF elevation or the EOF must be relocated. A standard lot benching detail shall be included in the plan set. For slope stabilization, graded slopes shall not exceed a 3:1 ratio. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). No Surface Water Pollution Prevention Plan (SWPPP) was prepared and submitted it to the city as required with the submittal. This SWPPP must contain all required elements as listed in Parts III and IV of the permit. The City has a checklist of required elements that can be made available to the applicant's engineer. The PCA also has a template available on their website. The applicant must prepare a SWPPP with all required elements and submit to the city for review and approval prior to final plat approval. No earth - disturbing activities can occur without an approved SWPPP, erosion control plan and receipt of the NPDES construction permit from the PCA. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 9 of 27 The plan set did include an erosion control plan. This plan is missing many of the elements required by Section 19-145 of city code. Some specific elements of either the NPDES or Chapter 19 requirements that are missing include the following: 1. All ditches and swales must be stabilized within 24 hours of connecting to surface water or discharging offsite. 2. Energy dissipation must be installed at all outlets within 24 hours of being put online. 3. A 50 -foot natural buffer is to be preserved around or redundant sediment controls must be provided when a surface water is located within 50 feet of the project. 4. Roads must be cleaned of tracked materials daily. 5. Detail of temporary basin outlet. The outlet must take water from the surface of the basin. 6. A list of when the city must be notified throughout construction. 7. Chain of responsibility and training documentation. 8. List of downstream receiving waters and any known impairments. 9. Six inches of topsoil meeting MnDOT specification for Common Topsoil Borrow as shown in table 3877-1 of the 2014 MnDOT manual. 10. Temporary stockpile location(s) and appropriate sediment controls. 11. Drainage boundaries and direction of drainage. 12. Inspection frequency of best management practices. 13. Maintenance requirements of best management practices. 14. Record retention. 15. Final stabilization for entire site. 16. Soil management on site to preserve topsoil and minimize soil compaction. 17. SWPPP amendments. 18. Schedule of activities. In addition, a narrative must be prepared as part of the SWPPP that discusses the construction activity and other topics as required by the NPDES permit. Given the presence of a high-quality wetland and an impaired water downstream of the site, it is important that these deficiencies are addressed before final plat approval. The quantities provided by the applicant's engineer will be used to determine erosion control escrow. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 10 of 27 SITE CONSTRAINTS Wetland Protection There is a large wetland on the property. This is the type I and type 3 fiinge of a much larger type 5 wetland that extends south and west through city property towards Powers Boulevard. This wetland was delineated by Bopray Environmental on April 23, 2015. The report was /4/b -,. 5 � ah0 vas determined to be complete and noticed on June 11, 2015. The comment period ends on July 2, 2015 and staff will make a determination as to the accuracy of the determination and delineation on July 6, 2015. Any approvals will be contingent upon approval of the delineated wetland boundary. If the boundary is changed, the buffers and setbacks must change accordingly. This includes the Bluff Creek Overlay District primary zone and will be discussed later. The provided plan avoids any wetland fill or excavation based upon the submitted boundary. This wetland is classified as a manage 1 wetland according to the city's wetland protection plan. A manage 1 wetland requires a 25 -foot permanent buffer established and maintained with native vegetation. A 30 -foot averaging and monument location. setback from that buffer edge is required for all structures. The Riley Purgatory Bluff Creek Watershed District Rules were adopted in October of 2014 and went into effect in January of this year. The district requires an average buffer of 60 feet with a minimum buffer width of 30 feet. The district does allow ponds within the buffer area provided they maintain the minimum buffer width. Under the district -allowed buffer averaging, the area of the buffer after averaging must be at least equivalent to the area of a non -averaged buffer. Given that a 60 -foot buffer would have 41,808 square feet, the proposed average buffer consisting of 41,888 square feet meets that criteria. The purpose of the setback from the wetland buffer is to provide adequate area for secondary structures common to residential lots that may not always be constructed with the home. Examples of these include patios, decks, fire pits and the like. Given the following: Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 11 of 27 1. The city buffer plus setback is contained within the district buffer; 2. The product proposed for the site already has "outdoor living" facilities included in the plan; and 3. The presence of a retaining wall acting as a physical barrier between the yards and the buffer; the setbacks, indicated by the orange line in Figure 1, are adequate for this development. The placement of the buffer monuments should be at the perimeter of the averaged buffer rather than on the lot corners as shown and should be coincidental with the BCOD monuments. Also, as this is a PUD and the intent of the Bluff Creek Overlay District is to promote green space preservation through cluster housing and other innovative planning and development techniques, the entire buffer should be placed in the outlot. The buffer will be required to have a vegetation management plan and soil amendments. These are discussed in more detail within the Bluff Creek Overlay District section to follow. Bluff'Protection There are no bluffs on the site. There are areas with steep slopes and consideration should be given to these in the design of drainage and the placement of erosion prevention and sediment control practices. Shoreland Management The property does not lie within any shoreland district; however, it does contain a DNR Public Water as indicated on the Carver County Public Waters Inventory map. Floodplain Overlay This property does not lie within a floodplain. RETAINING WALLS The developer proposes three retaining walls on this site, all located south of proposed homes in Block 3 in a tiered configuration. These walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. The vegetation between tiered walls shall be low or no maintenance. Planning Commission Arbor Glen – Planning Case 2015-16 September 15, 2015 Page 12 of 27 Wall A is approximately 310 feet long across Lots 3-8, Block 3. The wall is a maximum of three feet tall. Wall B sits below Wall A and is 570 feet long across Lots 2-11, Block 3. The wall is a maximum of 6.5 feet tall. Wall C sits below Wall B and is approximately 150 feet long across Lots 10 and 11, Block 3. This wall is four feet tall. Retaining walls greater than four feet in height require a permit and must be designed by a structural engineer licensed in Minnesota. The emergency overflow (EOF) between Lots 5 and 6 in Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water for this EOF or this EOF must be relocated. STREETS The proposed street plan consists of a private cul-de-sac to access Lyman Boulevard (CSAR 18) opposite the intersection with Crossroads Boulevard. This 90 -foot diameter cul-de-sac would be r r 1 1;R e2 �88 I r'Obo N lZ 980 III 2rI OeX. m "3 �o okJ�n s � r8r 8j �gm„ Brrci� [8531 Bei 4 a 5� BBL9 o6os i8 < - - -_ o-- - — — __ 1 Wall A a'�5� S ih C9831 Q 8� W31 C1K31 Td qtl q •OQs`e 1 .0 nB153`J is e'1r6 in orr_ss�i �2 I � $(:•J9'i I �,, � amoe �3, `, z r, 3 a 0 _ r, �e sm _ ------ i i S r r «ate , ss0.€ 4 1 w =„- 6 <n Wall C �. fo 6 B Y16.0 i Wo ® \ Wall B _ Wall A is approximately 310 feet long across Lots 3-8, Block 3. The wall is a maximum of three feet tall. Wall B sits below Wall A and is 570 feet long across Lots 2-11, Block 3. The wall is a maximum of 6.5 feet tall. Wall C sits below Wall B and is approximately 150 feet long across Lots 10 and 11, Block 3. This wall is four feet tall. Retaining walls greater than four feet in height require a permit and must be designed by a structural engineer licensed in Minnesota. The emergency overflow (EOF) between Lots 5 and 6 in Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water for this EOF or this EOF must be relocated. STREETS The proposed street plan consists of a private cul-de-sac to access Lyman Boulevard (CSAR 18) opposite the intersection with Crossroads Boulevard. This 90 -foot diameter cul-de-sac would be Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 13 of 27 named Crossroads Court and would also have two private road legs that would provide access to three additional lots each. The cul-de-sac is approximately 517 feet long with a profile grade of 4.08%. An 88 -foot landing at 2.05% grade is provided for vehicles at the intersection with Lyman Boulevard (CSAH 18). The roadway width proposed is 24 feet, which is greater than the minimum 20 feet required. The reverse curves at the entrance to Arbor Glen have not been designed to 30 mph standards. Crossroads Court will require speed limit signage to indicate an appropriate speed for entering vehicles. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. The two private roads are 20 feet wide. The North Private Drive has a profile grade of 1 %. The South Private Drive has a profile grade of 3.14% to 1.57%. A vertical curve is required between the two grades. The curve and line table for the horizontal alignments of all streets must be revised to match the plan sheets. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the following comments received from the Carver County Engineering Office: 1. There is an existing field entrance (curb cut) on 101. We would like to see that curb cut removed since access will be from CSAH 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that the construction of the berm may impede drainage. 3. Any grading or other work within the road right-of-way will require a permit. DRIVEWAYS AND TRAILS The plan sheet must show the locations of proposed driveways. The applicant has proposed a 10 -foot bituminous trail on the west side of State Highway 101 within MnDOT right-of-way. This trail meanders from a 5 -foot offset from the back of curb to a 25 -foot offset. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 14 of 27 The applicant must obtain a permit for any work in the MnDOT right-of-way. A five-foot wide sidewalk is proposed to connect pedestrians from within the Arbor Glen development to the bituminous trail system along State Highway 101. The sidewalk begins at the end of the northern private roadway and jogs east to connect with the proposed trail. Profile grades shall be shown for the sidewalk and bituminous trail. SANITARY SEWER AND WATERMAIN The developer proposes to directionally bore a connection under Lyman Boulevard (CSAH 18) to the existing sanitary sewer manhole on Crossroads Boulevard. This connection is at a depth that allows gravity sanitary sewer access to all the proposed lots on this development. The minimum sanitary sewer grade that the city will accept is 0.40%; therefore, setting the design grade to this minimum is not advisable. The plan must have a design grade that the developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. The sanitary sewer main on site will be 8 -inch PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The developer shall connect to an existing watermain stub on the property and loop their water through a connection to watermain along State Highway 101. The 8 -inch watennain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. The proposed plan shows the stormwater infiltration system above the watermain from the South Private Drive to Highway 101. Maintenance of the watermain underneath a system of that type would be problematic. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. STORM WATER 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." Section 19-144 stipulates that water quality treatment must meet NURP criteria or NPDES construction permit, whichever is more restrictive. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 15 of 27 This site lies within the boundaries of the Riley -Purgatory -Bluff Creek Watershed District and is subject to their stormwater management requirements. These requirements are similar to Minimal Impact Design Standards and have the same required removals of total phosphorus and total suspended solids as does Chanhassen's code. Chanhassen's MS4 permit was re -issued in 2014. Part III.D.5 states that each MS4 is required to develop local controls that require new developments, in excess of one acre, to have no net -increase in stormwater discharge volume nor any increase in TP and TSS from predevelopment conditions. Finally, the NPDES construction permit, under which the applicant must develop, states that: "Where a project's ultimate development replaces vegetation and/or other pervious surfaces with one (1) or more acres of cumulative impervious surface, the Permittee(s) must design the project so that the water quality volume of one (1) inch of runoff from the new impervious surfaces created by the project is retained on site (i.e. infiltration or other volume -reduction practices) and not discharged to a surface water." In summary, the stormwater management must meet the following standards: 1. Volume Reduction: 1.0 inches of runoff from new impervious surfaces must be retained on- site through infiltration or other accepted practices such as re -use and not discharge off site. 2. Total Suspended Solids (TSS) Reduction: Net decrease in TSS post -development compared to pre -development leaving the site. 3. Total Phosphorus (TP): Net decrease in TP post -development compared to pre -development leaving the site. 4. Rate Reduction: No increase in peak discharge rates for the 2 -year, the 10 -year and the 100 -year return frequency storm events. The applicant is proposing to install a trident underground storage and filtration system and a stormwater detention pond. The facility will act solely as a filtration device and will not provide any infiltration and, therefore, will not meet the requirements of any of the aforementioned regulations. Both the MS4 and the NPDES Construction permits talk about situations where it is infeasible to infiltrate stormwater. The applicant has not provided evidence that it is infeasible to meet the requirements. Further, infiltration is not the sole method of abstraction. Since this will be maintained by the association, this area should be included in a separate Outlot to be owned by the association. Included with the application packet was a geotechnical report from January of 2007. This report was performed with expectation of construction of a single retail building and is specific to that use. No borings were advanced within 150 feet of the Highway 101 right-of-way where there may be adequate space to install an infiltration feature. In two of the five borings provided, significant sand layers are noted in the borehole logs. This fording indicates that opportunity for infiltration does exist on the site. The applicant must meet the volume reduction requirements or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 16 of 27 permits. hi the case of the latter, the applicant must evaluate other methods of volume reduction. The applicant will need to get the approval of the RPBCWD if they meet the standards of and are issued a permit for stormwater management by the district in which case they will satisfy city requirements. They were informed at a May Is' meeting with the city of this need. Staff offered to attend that meeting to help coordinate their efforts and minimize duplicative efforts. As of this report the meeting has not occurred. The treatment facilities being proposed do not result in a reduction of TP as required by the NPDES permit but rather increases loading by 50% over pre -developed conditions. The following table shows the pre -development and post -development loads of total suspended solids and total phosphorus. Table 1. Annual loadine rates Pre- and Dost -development Pre -development Loading Rates Post -development Loading Net reduction/increase in (LB/YR) Rates (LB/YR) annual load TSS 385.3 220.4 -164.9 TP 1.8 2.7 +0.9 Stormwater manhole 12 is near the center of the cul-de-sac. Ponding and collecting water in this area would potentially damage the pavement during freezelthaw cycles. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the city's standard detail for cul-de-sacs. Operations and Maintenance Part III.D.5.a(5) of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMISTATE DISPOSAL SYSTEM (NPDES/SDS) PERMIT PROGRAM requires that "The permittee's Regulatory Mechanism(s) shall provide for the establishment of legal mechanism(s) between the permittee and owners or operators responsible for the long -tern maintenance of structural stormwater BMPs not owned or operated by the permittee, that have been implemented to meet the conditions for post -constriction stormwater management in Part III.D.5.a(2)." The permit continues on to discuss minimum provisions to allow for inspection of and preservation of function of the facility as well as transfer of responsibilities in the event the facility is sold. The city has developed a maintenance agreement and this shall be revised accordingly, executed and recorded against the property. In addition, the developer or their representative shall develop an operations and maintenance manual which shall specify the anticipated inspection and maintenance schedule necessary in order to ensure there is no significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. The pond shall be included within the outlot which shall be dedicated to the city. This area will not be used to calculate the SWMP fees discussed in the next section. The trident shall be placed in a drainage and utility easement. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 17 of 27 Storm Water Utility Connection Charges Section 4-30 of city code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense the development type the greater the volume, rate and pollutant load of runoff. This fee will be applied to Blocks 1, 2 and 3 as well as all private drives and roads. It is calculated as shown in the table below. Table 1. Surface Water Connection Fee calculation. ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookup fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant for the Arbor Glen property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 6.11 ac. or 266,475 SF Baseline canopy coverage 0% or 0 SF Minimum canopy coverage allowed 25% or 66,618 SF Proposed tree preservation 0% The applicant did submit a tree inventory or preservation plan. The only trees on the site are located within the wetland buffer and will be removed to construct a pond. Arbor Glen does not propose to preserve any existing trees. To bring the canopy coverage on the site up to the required 25%, a total of 61 trees will be required to be planted. The applicant has proposed a total of 78 trees, located in the front yard of each lot and in the bufferyards. Ordinance requires that at least 75% of the required trees be overstory species. The applicant has proposed 40 overstory trees. An additional 18 overstory trees shall be planted throughout the development to meet the minimum required. Per acre rate Assessable Area Totals Water Quality $3,110.00 5.22 $16,234.20 Water Quantity $4,440.00 5.22 $23,176.80 Credit $1,555.00 3.9 acres treated ($6,064.50) Total due at final plat $33,346.50 ASSESSMENTS Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. The remaining partial hookup fees are due with the building permit. LANDSCAPING AND TREE PRESERVATION The applicant for the Arbor Glen property development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 6.11 ac. or 266,475 SF Baseline canopy coverage 0% or 0 SF Minimum canopy coverage allowed 25% or 66,618 SF Proposed tree preservation 0% The applicant did submit a tree inventory or preservation plan. The only trees on the site are located within the wetland buffer and will be removed to construct a pond. Arbor Glen does not propose to preserve any existing trees. To bring the canopy coverage on the site up to the required 25%, a total of 61 trees will be required to be planted. The applicant has proposed a total of 78 trees, located in the front yard of each lot and in the bufferyards. Ordinance requires that at least 75% of the required trees be overstory species. The applicant has proposed 40 overstory trees. An additional 18 overstory trees shall be planted throughout the development to meet the minimum required. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 18 of 27 The applicant is required to provide bufferyard plantings along Lyman Blvd and Highway 101. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — North property line, 11 overstory trees 12 overstory trees Lyman Blvd., 560', 15' width 22 understory trees 23 understory trees 33 shrubs 39 shrubs Bufferyard B — East property line, Hwy 8 Overstory trees 7 Overstory trees 101, 420', 15' width 16 Understory trees 15 Understory trees 25 shrubs 1 18 shrubs The applicant does not meet bufferyard landscaping requirements along the east property line, but does meet overall quantities required with the addition of one shrub. The applicant does not provide information on restoration plans for the wetland buffer. Staff recommends that a revised landscape plan be submitted showing seeding and planting proposed to create a native buffer. This area is within the Primary Zone of the Bluff Creek Overlay District and shall be restored with a full distribution of native plants. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. MISCELLANEOUS Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Engineered design and building permits are required for retaining walls exceeding four feet in height. Each lot must be provided with a separate sewer and water service. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Proposed street names shall be submitted for streets currently labeled "private drive." If applicable, existing home(s) affected by the new street will require address changes. The development must provide/maintain three-foot clear space around fire hydrants. The two private driveways will be required to have street names. Street names must be submitted to the Building Official and Fire Marshal for review and approval. The proposed fire hydrant located by Lot 1, Block 2 must be relocated to the property line between Lots 3 and 4, Block 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve all signage. Fire hydrants shall be made serviceable prior to combustible construction. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 19 of 27 Comprehensive Plan — Parks and Open Space The quality and number of recreational facilities in a community directly contributes to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks and open space. As the city has developed and increased in population, more pressure and attention has been given to providing recreational opportunities for our residents. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. Parks can be defined as public areas that provide active or passive -oriented recreational facilities. A significant characteristic of parkland is its accessibility to its users. Open space is any parcel that is not used for buildings or other structures and is left in a natural state. Parks and open space perform diverse functions: meets physical and psychological needs, enhances and protects the resource base, enhances real estate values, and provides a positive impact on economic development. Comprehensive Park Plan The city's comprehensive park plan calls for a neighborhood park to be located within one-half mile of every residence in the city or within one mile of a community park. The proposed Arbor Glen development is located within the park service areas of two neighborhood parks — Chanhassen Hills Park and Riley Ridge Park, and one community park — Bandimere Park. These three public facilities offer a wide variety of park features including walking trails, playgrounds, picnic shelters, open play fields, outdoor basketball hoops, ball fields and a disc golf course. No additional parkland acquisition is being recommended as a condition of this subdivision. Comprehensive Trail Plan The proposed development will construct a section of ten -foot wide bituminous trail starting at the southwest intersection of Lyman Boulevard and Great Plains Boulevard and traveling south for approximately 675 feet to the southern terminus of the property. Future development activity to the south will extend the trail to a connection point at the Bandimere Park pedestrian underpass. The planned street and sidewalk plan must provide convenient pedestrian access from each of the homes to the planned and in-place pedestrian improvements at the intersection of Lyman Boulevard and Great Plains Boulevard. RECOMMENDED CONDITIONS OF APPROVAL 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication; at current park fee rates this fee would total $121,800; and Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 20 of 27 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. COMPLIANCE TABLE Maximum Site Lot Area Lot Lot Coverage Notes (sq. ft.) Width Depth ft. (sq. Code 5,900 50 100 2,942 PUD Pipeline easement, side yard L 1 B 1 7,838 62 114 private street 54 L 2 B 1 7,118 132 Pipeline easement 54 L 3 B 1 8,235 54 152 Pipeline easement L 4 B 1 8,101 54 147 Pipeline easement L 5 B 1 7,049 54 135 Pipeline easement L 1 B 2 9,290 67 138 Pipeline easement, Hwy 101 L 2 B 2 7,374 54 138 Hwy 101 L 3 B 2 7,601 54 138 Hwy 101 L 4 B 2 7,789 54 142 Hwy 101 L 5 B 2 7,267 54 130 Hwy 101, side yard private street Pipeline easement, Perimeter U B 3 7,336 67 102 setback variance request Perimeter setback variance L 2 B 3 8,541 54 125 request L 3 B 3 9,099 54 128 Bluff Creek, Wetland L 4 B 3 5,989 54 111 Bluff Creek, Wetland L 5 B 3 6,212 54 114 Bluff Creek, Wetland L 6 B 3 6,673 54 124 Bluff Creek, Wetland L 7 B 3 7,028 57 125 Bluff Creek, Wetland L 8 B 3 6,783 54 127 Bluff Creek, Wetland Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 21 of 27 * Meets 90 feet at building setback as permitted on cul-de-sac The applicant is requesting a variance from the perimeter PUD setback requirement from 50 feet to 20 feet. The existing access to Lyman Boulevard to this property was established with the development of the property to the north. This alignment limits the size of the lots on the west perimeter of the project. Given the specific housing types being proposed with the development, a variance is necessary to create an adequate building pad. The house to the west of the development is set back 75 feet from the property line and screened with a dense area of trees and shrubs. The proposed setback should not negatively impact the existing house. RECOMMENDATION Staff recommends that the Planning Commission approve the rezoning, subdivision with variance and conditional use permit subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: REZONING Contingent on Final Plat approval for the Arbor Glen Development. Maximum Site Lot Area Lot Lot Coverage Notes (sq. ft.) Width Depth (sq. ft. Code 51900 50 100 2,942 UD 1,9113 6,437 54 120 Bluff Creek, Wetland 1,10133 6,696 57 106 Bluff Creek, Wetland L 11 B 3 6,983 61 111 Bluff Creek, Wetland Potential access to property to Oudot A 4,964 west. Pipeline Easement Outlot B 1 34,383 3.27 acres, Wetland, Storm Water Oudot C 142,247 Pond and Drainage Outlot D 22,639 0.52 acres, Private Street ROW 37,206 Total 369,756 8.49 Acres * Meets 90 feet at building setback as permitted on cul-de-sac The applicant is requesting a variance from the perimeter PUD setback requirement from 50 feet to 20 feet. The existing access to Lyman Boulevard to this property was established with the development of the property to the north. This alignment limits the size of the lots on the west perimeter of the project. Given the specific housing types being proposed with the development, a variance is necessary to create an adequate building pad. The house to the west of the development is set back 75 feet from the property line and screened with a dense area of trees and shrubs. The proposed setback should not negatively impact the existing house. RECOMMENDATION Staff recommends that the Planning Commission approve the rezoning, subdivision with variance and conditional use permit subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: REZONING Contingent on Final Plat approval for the Arbor Glen Development. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 22 of 27 SUBDIVISION WITH VARIANCE Buildin : 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. En inga eerine: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAR 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. 4. The City shall require a drainage and utility easement to be granted over Outlot A. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. 7. The grading plan must be revised to include the house pads and driveway locations 8. The low floor elevations of these proposed homes must be revised to comply with a three- foot separation from groundwater encountered during construction. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. 10. A standard lot benching detail shall be included in the plan set. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 23 of 27 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. 23. The vegetation between tiered walls shall be low or no maintenance. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 24 of 27 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. 33. Profile grades shall be shown for the sidewalk and bituminous trail. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 25 of 27 38. The applicant must meet the storm water management standards prescribed in Section 19-144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Planning Commission Arbor Glen — Planning Case 2015-16 September 15, 2015 Page 26 of 27 Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 6. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. CONDITIONAL USE PERMIT 1. The developer may dedicate Outlot C to the City. Planning Commission Arbor Glen— Planning Case 2015-16 September 15, 2015 Page 27 of 27 2. The developer shall prepare a restoration plan for the Bluff Creek Corridor. 3. The buffer will be required to have a vegetation management plan and soil amendments. ATTACHMENTS 1. Findings of Fact and Decision. 2. Development Review Application. 3. Arbor Glen Narrative. 4. Reduced Copy Survey. 5. Reduced Copy Preliminary Plat. 6. Reduced Copy Final Plat. 7. Reduced Copy Title. 8. Reduced Copy Street Plan (2 sheets). 9. Reduced Copy Sanitary Sewer and Watermain Plan. 10. Reduced Copy Storm Sewer Plan (2 sheets). 11. Reduced Copy Grading Plan. 12. Reduced Copy Erosion Control Plan. 13. Reduced Copy Landscape Plan. 14. Reduced Copy Detail Sheets (3 sheets). 15. Reduced Copy Buffer Averaging Plan. 16. Sample Building Elevations, Northfield. 17. Sample Elevations. 18. Sample Floor Plan, Piceno VII. 19. Email from Jennie Skancke, DNR dated June 12, 2015. 20. Memo from Scott Sobiech of Barr Engineering dated June 27, 2015. 21. Public Hearing Notice and Affidavit of Mailing List. g:%plen\2015 planning cases\2015-16 arbor glm\staff report alar glen.doe CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Arbor Glen Chanhassen, LLC and Gianetti Properties, LLC for a Concept and Preliminary Planned Unit Development approval to Rezone from A2, Agricultural Estate District, to PUD -R, Planned Unit Development -Residential; Subdivision approval to create 21 lots and 4 outlots with a variance for setbacks; and a Conditional Use Permit to permit development within the Bluff Creek Overlay District, on 8.29 acres — Arbor Glen — Planning Case 2015-16. On September 15, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Arbor Glen Chanhassen, LLC and Gianetti Properties, LLC for concept and preliminary Planned Unit Development, preliminary plat approval with a variance and conditional use permit for development of property. The Planning Commission conducted a public hearing on the proposed subdivision preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Agricultural Estate District, A2. 2. The property is guided in the Land Use Plan for Residential — Low Density use. 3. The legal description of the property is: All that part of the northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying westerly of the center line of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet east of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet thence on a tangential curve, concave to the east having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet thence on a tangential curve, concave to the west having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23 and there terminating said point a distance of 660.44 feet easterly of the Southwest comer of the North Half of the Southwest Quarter. All in Carver County, Minnesota and subject to all easements of record. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause significant adverse environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: (1) Lack of adequate storm water drainage. (2) Lack of adequate roads. (3) Lack of adequate sanitary sewer systems. (4) Lack of adequate off-site public improvements or support systems. 5. The Zoning Ordinance directs the Planning Commission to consider six (6) possible adverse affects of the proposed amendment. The six (6) affects and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. b. The proposed use is compatible with the present and future land uses of the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance subject to the granting of the setback variance. d. The proposed use will not tend to or actually depreciate the area in which it is proposed. e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use is within capabilities of streets serving the property. 6. Variance a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the comprehensive plan. Finding: The construction of a single-family home is a normal use of the property in a residential district, which is in harmony with the general purposes and intent of the PUR- R district being proposed. Providing adequate access to the site dictated the configuration of the lots on the western edge of the development. This configuration alsc forced the location of the buildings on the site, which require a variance to create a suitable building pad. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: The alignment of the access road from Lyman Boulevard was established with the development of the property to the north. The difficulty is that the house pad is pushed further to the west, resulting in the need for a variance. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The purpose of the variance is not based on economic considerations alone. The applicant desires to construct single-family homes on the site consistent with the land use designation of the property. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The access to the site was determined with previous development approvals for the property to the north. e. The variance, if granted, will not alter the essential character of the locality (similar home sizes). Finding: The homes proposed with the development will be compatible with existing housing in the area. The houses to the west are set back approximately 75 feet from the property line with a dense area of trees and shrubs. f. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. 3 Finding: This does not apply to this request. 7. Conditional Use Permit a. The proposed development will not be detrimental to or degrade the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed houses are compatible with neighboring development. Storm water management will be included as part of the development. b. The proposed development will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance subject to the variance approval on the western two lots. c. The proposed development will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed development will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed development will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. The proposed development will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed development will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed development will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed development will be aesthetically compatible with the area. k. The proposed development will not depreciate surrounding property values. 1. The proposed development will meet standards prescribed for certain uses as provided in the Conditional Use article. 8. The planning report #2015-16 dated September 15, 2015, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve rezoning the property from A2 to PUD -R; Preliminary Plat creating 21 lots and 4 outlots with a variance from the perimeter PUD setback requirement; and a Conditional Use Permit to develop within the Bluff Creek Overlay District. ADOPTED by the Chanhassen Planning Commission thisl5d day of September, 2015. CHANHASSEN PLANNING COMMISSION M Andrew Aller, Its Chairman 9:\plan\2015 planning case \2015-16 arbor glen\findings of fact.doc 5 COMMUNITY DEVELOPMENT DEPARTMENT CITY OF C�NgASSEN Planning Division — 7700 Market Boulevard JUN n R 2015 Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 /Fax: (952) 227-1110 CHANHASSENPLANNING DEP 7 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: I� PC Date: 1 1 —11 IS CC Date: i 1 IS 60 -Day Review Data: 7 ( 5 (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ElComprehensive Plan Amendment .........................$600 ID/ Subdivision (SUB) �] Minor MUSA line for failing on-site sewers ...... $100 ❑�reate 3 lots or less........................................$300 / © Create over 3 lots ..................... 600 + $1;S -per �lot Q Conditional Use Permit (CUP) ( � lots) 0 ❑Single -Family Residence. b ❑ AI( Others ......................... .....• 5 ❑ Metes & Bounds ........................ $300 + $5 per lot ...... 425 ( lots) ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence..$325 ❑ All Others .........................................................$425 Lg/Rezoning (REZ) D'' Planned Unit Development (PUD)...................50i El Minor Amendment to existing PUD ................. 0 ❑ All Others .........................................................$500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review (SPR) ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts' ......................$500 Plus $10 per 1,000 square feet of building area: ( thousand square feet) 'Include number of existino employees: 'Include number of new employees: ❑ Residential Districts.........................................$500 Plus $5 per dwelling unit (_ units) Notification Sign (City to install and remove) .......................... ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 Includes $450 escrow for attorney costs` ✓, 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC) ........ $300 (Additional recording fees may apply) ❑ Variance (VAR) ...................................................$200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence...............................$150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ......................................................$100 ❑ Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Ly' Property Owners' List within 500' (City to generate after pre -application meeting).... Or Escrow for Recording Documents (check all that apply) ............................. Conditional Use Permit ❑ interim Use Permit ❑ Vacation Z Variance ❑ Metes & Bounds Subdivision (number of deeds to be recorded: z ) .............................................................. $200 L44 _f oo ...-{! ('..X3 .-... �a...`...$3 per address (_ addresses) ...................... $50 per document ❑ Site Plan Agreement ❑ Wetland Alteration Permit TOTAL FEE 2-616177 Description of Proposal: 11 C%t CtLwov1t c-( Ixlmav� anr' tM Property Address or Location: q 17( covea.A- Acl ans PIWd - 0 � Parcel #: 9SLta,QQ Legal Description: <W Gkwd Total Acreage: Wetlands Present? 54 Yes ❑ No Present Zoning: — AQ4teOl -- nn Requested Zoning: Present Land Use Designation: Ze-,milp LRequested Land Use Designation: G Existing Use of Property: - t4V1CUtrtl>� CJ ❑ Check box is 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 authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: len Nanht ssm LLC . Address: 331)b &\)pLyi - Zookd City/State/Zip: O-AMtA Mr, SCa1R Email: vv^ eY_1() i,J V-6 obrvA Signature: Contact: fY ayy— E1C10 Phone: Cell: Fax: Date: PROPERTY OWNER: In signing this application, 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. I will keep myself informed of the deadlines for submission of material and the progress of this application. 1 further understand that additional fees may be charged 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: hn.RA-VieC L.LC, Contact: Address: 0699 !\tri. � Rl� Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: 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) Name: `s0.+h.e-Rer�c�u �t, ilri c Addres City/St: Email: Contact: I an —�'Chrvit d -t Phone:\31 Milo-Lnc00 Cell: �L o 121 ) -7L-i 1- 9830 Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ ❑ El ❑ Property Owner Via:.® Applicant Via:®r�( Engineer Via: Other* Via: Email Email /� Email ❑ Email ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy ❑ Mailed Paper Copy Name: Address: City/State/Zip: Email: , APPLICANT OTHER THAN PROPERTY OWNER! In signup Ulla eppi icMicin. , as appltnillont, rrprrsrnt to lswa utllauwtd 'ruthort?Alrtn hem [fir p,uputy uw w ID Ne this 11"Wlbn. I agree 110 be bouMi by mndrrons d appivrii sublecl only to tow flgtd 10 DbffiCt 00 the hCtnrtgs on Pie appsPaifnn to dating toxo, appwa11 period It tr`t aCphCation has nut toren nlpned by TO INoperty owncr. I rave Mtac'tee sepre*t rirxu■renWba, ut fw tergal Capacity to flit the avw,oatlon. 11Ms sppleratilx, 5110tAd be processed in My trim" "*I I ort IM party 00TI the City should ConteCt rpgrtr" .hny mallow pertnrut ry to ties appicatron. I will km;) n-:ysed Unformed DI tie dead+soca for suhr cairn cJ matrnrial anon Ula, of ugmss of this appbcstlon. I 'L#Vw urleeretartd 111611 adddeNT teas maybe distryMt tar ritrvtulluty b»es, feasiba,y stl.dlee. etc. velh an 0411maM poor fo Joy MAhatzehsn b proceed with the acedy t eartlfy thug the Informatbr and ex1bits u6mi tied we fix. and oorrwct Name 1 -&WC (-if n CYVkaixattl LU Address' __- a-SJPC; (7HUhl rt0._ "[.>�C,j_. Contact .213ar.Yi a-VuQ.. - - Phone' Emeti - t I F*x. Sgnartee Date S ��• PROPERTY OWNER- In sipping hots apptr_vtor a I, as property 000M, nave full legal capw*y to. eM herrhy Aa, sutrinrve thw riing '114% ,tppikanu . I twILiWsfantt that eondtltenl Of epprbval are bondog and agrrwa to be boultd bor Ihno u)ndiliuns, suhiect qtly to Line W11 W ugscl at the hearrigs of dlrvtg ore aprteal perloas. r will keep myo V informed of the deadlMas 161 80"niltttn of meter A anif Ihr pmgross d res applicaliun. I further undwULWA that additional fees tney ce c'erged kv rnns,Ong fora, feasality st.tdiora, roc wet ar e&ttnlate grodr b any atnnonmrion tc emceed left lho, ah.Ry I cert ty ItWt dor „Awrnalkrt arw: exh Mla subm Cetl are � lupi Cdr*eC,. Noma l C to 1_• C 11;1 i'�1,(y jt( i ' Addressri. --- fmri�' - Signantre ® Contra. jr.-a',n.+ Plonete Crdl fan Uate I S)- 23C- Thu arprabon must be uun.pitiar; it full and be typewritten or clew y, primed mod most be se ornpsnirtd by all rtfurhtruouu red pltr•s rtlqussrd by apPticaWe Clly tJttbtlJnca Prwtatoms, before hong t"i, applicalion, refer b iota appropriariv &*canon ChKlo i and Cortex worth In PLinnong rtrpanmenl to o]r err14w the spook orManee and applraob Procedural 'ecili"M trde A delwr'nirtArui of cornpktaness or rear appNtx w styli be made wdhn 15 horniness rays of applK;,ytior, subin", A wr:it6n nutice of aprAtGi!nn deticiet"S IIhNI tie maintt 10 the arf11M'anl wenn t5 busi(tt!ss days of apoocgiibn. PROJFCT ENGINEER ;i s^Ai tic) Nano:+�1rF- r,tr9Ytt ct. 7r,_c Address _y',f i ;,,Mka Y.o r_akAy — crcyszrwzb xn-,jAri& Y t — Contact:. fir, t]C tT m t d+ Pomo: �tK cfl(�C l loop Who should receive copies of staff reports'l 'Other Contaid Inkinvindi N: Petrpsrly Owner Via.Emtsl C) Willed caper Copy Name C bt� Appk Cngireii, Other' Vta: � Emat Vut o Finaa Virg U ern" Wied f}am Copy u kw, tj Papel copy [J Mated Racer Copy Address Cdw57alovzo Errad -- — Arbor Glen Narrative ITY OF CHANHASSEt RECEIVED JUN n r 201` CHANHAMP I P! ANON AG DEPT This project is designed for detached single level villas. The homes are 40 feet wide and 50 to 65 feet deep. They will have a two car garage and range in size from 1500 to 2000 square feet on the main floor. All the homes will have a covered porch. The smallest unit will have 2 bedrooms and 2 baths on the main floor. The middle unit will have 3 bedrooms or 2 bedrooms and a den. And the largest unit will have 3 bedrooms plus a den. 11 units will have walk out lower levels. 5 units with look out windows on the lower level and 5 units with full basements or slab on grade. All units wit[ be fully handicap adaptable. Interiors wilt have 9 to 10 foot ceilings, granite countertops and luxury master baths. Exteriors will be cement board and vinyl siding with stone accents. Dimensional shingles (25 year). The project will have an HOA association. The HOA will take care of everything exterior. Specifically, the snow removal, lawn mowing and sprinkler systems. All exterior maintenance of the home as well (roofing, siding and painting).The HOA will also be responsible for the outlots. The premise of the project is to have a home that I can live in till I'm quite elderly and only have the interior of my unit to maintain. My unit will be adaptable to any changes in my health. And I can lock the door and go anywhere for any amount of time and not worry about the exterior. Condo type freedom while I'm still living in my detached single family. The site itself offers a lot of SW exposure over a large wetland. Hopefully lots of wildlife and birds. The site is also very conveniently located just off of 212 for easy access in multiple directions. The price range for the units wilt be in the high 300's to the high 400's. And we feel that detached single family units will add to the value of at[ the existing housing in the area more so than any other type of product. There also is a demand for this type of unit in this price range for people 55 plus (although this is not an age restricted community) wanting to downsize, have more freedom to go south in the winter or travel more and yet have their own home not attached to someone else. Thanks Mark Ekto SCANNED C.S.A.H. NO. 18 L)(MAN BOULEVARD _________________________.___ I r11 WETLAND 1 I '., 'N SATHRE-BERGQUIS , INC. 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Q g0 lb 3 0 PROPOSED ZONING PUO MIN LOT 5.Dw BE (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT- 25' FROM CURB TO GARAGE RILEY PURGATORY SD' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION REAR = 50 FT, REQUESTING �W.n�.wwpw, A VARIANCE TO 20 FEET SIDE LOT LINE=S FT NETLAND BUFFER SIDE STREET •10 FEET(CURB) CI 4 OF bHANHASSEi RECEIVED JUN n 8 2015 PREPARED BY PREPARED FOR WETLAND 1 CITY CODE ]) TYPE PERMANENT BUFFER WIDTH STRUCTURE SETBACK MANAGE 1 25 FT 30 FT RILEY PURGATORY SD' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION CI 4 OF bHANHASSEi RECEIVED JUN n 8 2015 PREPARED BY PREPARED FOR jW 1 SHEET INDEX TABLE ,.a«.L, -.I -wn Noaaa. aWe.•n.w.wYwNe,w,y w. -. , 9 "} SATHRE-BERGGUIST. INC. OF s EET o..WLa 1 ps ]) Sbaei Pl.e 9n 9....M W.MiMPMi �W.n�.wwpw, B CmW pan B L. 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RIILTl AC I Norby & Associates ,�iQ_ - - Landscape Architects, Inc. cNu+NAssEN, 9 R MINNESOTA ARBOR GLEN ILn ..a,,.,,..,.._.._......,............._.......�.. w Ialr wee a.. nr. Nx e..M Lm YIUN .. 0 2 `L•T iR�C�� IM JL_ -- amswla y`�IwMYM1I�•- T JL-os`roro 9y1_.S�SiTLLT�� T JL JL L i;&-_ -" I "row..iwnw:K+� DETAIL SHEETS rom 'E SATHRE-BERGOUIST, INC. .,.,�...o�..E�,"`.. u.�"f^ y .,,,,cNANNnssEN. ARBOR GLEN 10 rw r MINNE90TA d. ..,,,.„............. „.. `a.- .!` CHANHASSEN, MN » LTL- amswla y`�IwMYM1I�•- T JL-os`roro 9y1_.S�SiTLLT�� T JL JL L i;&-_ -" I "row..iwnw:K+� DETAIL SHEETS rom 'E SATHRE-BERGOUIST, INC. .,.,�...o�..E�,"`.. u.�"f^ y .,,,,cNANNnssEN. ARBOR GLEN 10 rw r MINNE90TA d. ..,,,.„............. „.. `a.- .!` CHANHASSEN, MN » R RSIL ua AV E I*JLI _ {Y1Z t 1yL'.S-1'1rII:C?�' T JL _ v wur�we w:r.— • {Y� _ •'I :• N_ OYIrO— • ii11 yam____ T JL - Rii11LLTN' • .-I Crv,.--• ngo- 'yAk ad�ril0`.iY�W SATHRE-BERGOUIST, INC. CHANHASSEN, mewm.uamv.+wemre.w wn mil. MINNESOTA r _i � LUlt_ IR6C'SSSL9! DETAIL SHEETS ARBOR GLEN 11 CHANHASSEN,MN �Z A;. -M - Horn m. ,ow arw I_*JL I """'" vww vtiw = rr�s -lkw ,max caa, ✓•� A, JL -E'S'L SICJG"� LIP IM JL IOak I I wxsam m.w"..hw. ..a.�mm�.�.m.. u,E�m lµ".u:�..';��„'�ain�,:`.....,.. �..�.. �„ ♦• DETAIL SHEETS SATHRE-BERGOUIST, INC. cNANrusseN, ARBOR GLEN 1 12� o- y �mwum�oww.r wrrurlw anew MINNE90TA o •: ori.`�i r ` 'a,r ,,f CHANHASSEN, MN 12 60 BUFFER BUFFER AVERAGING PLAN 41,808 SF 41,888 SF — C SAH NO. 18 (LYMAN BLVD.) C,S.A.H NO. 18 (LYMAN BLVD) 0 G .. Wqa WI C i j i M4 nkO9! o e " °e� 02 50 FYOic .. A ° '° nK 9b �2 (ava ':Di 12 o p a � O bio• v i:Oi$ J3 2 z tl 3 n nk-'sb _ a••° ^,5 •"'W cvOFO4 \ nk�sb A a 1.. 4 qKb •ao \: .°qkq "scOYS x w •� �. m b ,m5 (4, ;m., ^e•, b`gyWO bk 911 \�, �7 4of rZ' TTOOy$ e tlk 9 R„ . .... .. .. SATHRE-BERGOUIST, INC. HANHASSEN BUFFER AVERAGING PLAN ARBOR GLEN Rq1� e rworwewe°wuvwr o.r�n. x. MINNESOTA CHANHASSEN, MN BA1 Northfield 2,060 Sq. Ft. Elevation A Elevation B Elevation C WR070814 SCANNED u A- 11w j F „, ..kW" ow Piceno VII 2 BED, 2 BATH, DEN, 2 CAR GARAGE, CNE -STORY— 1,856 SQ. Fr. CI-1,JY1 ESPLANADE, ......xraxr ...... teao Opt. Gotimart Opt. Bay Window F Wichan at Master Suite Opt. Gas Fireplace at Outdoor Covered Living Opt. Pocket Sliding Glass Door Living ..............................................1.856 sq.ft. Garage..............................................442 sq.ft. Lanai .................................................. 247 sq.ft. Entry.................................................... 71 sq.ft. Total Sq. Ft. sq.ft. LEI Opt. Pool Both Opt. Alternate Deluxe Master Bath Opt, Free Standing Tub at Aftemate Deluxe Master Bath lNot Available w/ Standard Bath) Opt. Shower ilo Tub at Bath 2 Opt. Bedroom 3 Opt. Tandem Garage SCANNED iffl"M4, Opt, Free Standing Tub at Aftemate Deluxe Master Bath lNot Available w/ Standard Bath) Opt. Shower ilo Tub at Bath 2 Opt. Bedroom 3 Opt. Tandem Garage SCANNED Generous, Bob From: Skancke, Jennie (DNR) <Jennie.Skancke@state.mn.us> Sent: Friday, June 12, 2015 11:28 AM To: Meuwissen, Kim; Generous, Bob;'Kate Miner';'chentges@co.carver.mn.us'; Haworth, Brooke (DNR); 'cbleser@rpbcwd.org' Cc: Jeffery, Terry; Resner, Kathryn (DNR) Subject: RE: City of Chanhassen Agency Review Request for 9170 Great Plains Boulevard (Arbor Glen) - DNR comments Follow Up Flag: Follow up Flag Status: Flagged Kim, Thank you for the opportunity to comment. I don't have any shoreland related zoning comments. However, please note that the wetland on site is DNR public water 10-214. The outfall from the newly constructed stormwater pond will likely need a public waters work permit. The DNR is working with the Riley Purgatory Bluff Creek Watershed District to delegate permitting authority, so the District may assume permit responsibility for the outfall. Regardless, state rules address the use of public waters for stormwater discharge. See 6115.0230 related to permitting outfalls, where the project must not exceed minimum damage to the environment of the waters, particularly ecology and 6115.0231 Subp3. The project is not detrimental to public values, including... water quality. We would expect that the stormwater inputs to the wetland be shown to have no detrimental effect to the water quality of the wetland and would like to see an assessment of such before the final plat is approved with the current stormwater configuration. I have previously communicated as part of the WCA process that 10-214 does not have an established OHW. However, we are happy to identify and flag the DNR jurisdictional OHW in the field, should it be needed for any reason. However, I believe that the wetland buffer requirements are based upon delineated wetland edge regardless of jurisdiction so an OHW may not be necessary. Thank you, Jennie Jennie Skancke - Area Hydrologist (Scott, Dakota and Carver Counties) MnDNR 1 1200 Warner Road I St. Paul, MN 55106 1 T: 651-259-5790 1 lennie.Skanckepstate.mn.us From: Meuwissen, Kim [mailto:kmeuwissen@ci.chanhassen.mn.us] Sent: Thursday, June 11, 2015 12:53 PM To: 'Kate Miner'; 'chentges@co.carver.mn.us'; Skancke, Jennie (DNR); Haworth, Brooke (DNR); 'cbleser@rpbcwd.org'; 'Maureen.Arnst@centurylink.com'; 'brenda.sudheimer@centurylink.com'; 'randall.olson@centurylink.com'; 'cthompson@mediacomcc.com';'cherie.monson@CenterPointEnergy.com'; 'Machemehl, Linda K'; ' Ka rl. r.joh n son @ xcele nergy.com' Cc: Generous, Bob; Mohn, Jerry; Fauske, Alyson; Smith, Stephanie; Littfin, Mark; Sinclair, Jill; Hoffman, Todd; Jeffery, Terry Subject: City of Chanhassen Agency Review Request for 9170 Great Plains Boulevard (Arbor Glen) Development Plan Review Agencies: Please review the attached request and respond with your comments no later than Thursday, June 25, 2015 to: Bob Generous, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 952-227-1131 beenerousCa3ci.chanhassen.mn.us Replies to this email will be automatically be copied to Bob. You can view the project documents at htto://www.ci.chanhassen.mn.us/2015-16. Thank you! ® Kim Meumonimunssen Sr. Cammunicatians/Administrative Support Specialist 951-217-7707 kmeuwissen(d),ci.chanhassen. mn. us CITY OF CHANHASSEN 7700 MARKET BOULEVARD PO BOX 147 CHANHASSEN, MN 55317 RW ©eboaaceok resourceful. naturally. BARR engineering and environmental consultants Memorandum To: Terry Jeffery, Water Resources Coordinator From: Scott Sobiech, PE Subject: Arbor Glen Preliminary Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: June 27, 2015 c: Claire Bleser; Administrator Riley -Purgatory -Bluff Creek Watershed District This proposed development will need a Riley -Purgatory -Bluff Creek Watershed District (RPBCWD) permit prior to beginning construction activities. We appreciate the opportunity to provide preliminary comments on the project. The RPBCWD has not received a permit application for this project but offers the following preliminary comments for the proposed Arbor Glen development at 9170 Great Plains Boulevard in Chanhassen, MN. Based on the information provided to date, the proposed design does not meet the RPBCWD rules and Erosion and Sediment Control, Wetland and Creek Buffer, Waterbody Crossing and Structure, and Stormwater Management permits from RPBCWD will likely be required prior to construction. We encourage the developer to discuss the project with the RPBCWD prior to submitting an application. The RPBCWD permit application, rules and rule guidance are available for download on the RPBCWD website: htto://www.ri)bcwd.ora/permits/. The following general comments are based on the rules that would likely apply to this project and highlight the areas where revisions or additional information would be needed to meet the RPBCWD rules. These review comments do not constitute approval, a variance, or exemption from the rules. Therefore this project will require permit approvals from the RPBCWD Board of Managers. o An Erosion and Sediment Control Permit (Rule C) is required from the RPBCWD because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land -surface area will altered (Rule C, Section 2.1). Please see Rule C, Section 3 for the applicable criteria that must be included with the erosion control aspects of the proposed project. o A Wetland and Creek Buffer Permit (Rule D) is required from the RPBCWD because the proposed activities will require RPBCWD under Rule G and J (Rule D Section 2). The comments below only highlight some initial concerns identified related to wetland buffer shown. • The buffer widths are based on the RPBCWD wetland value classification in appendix D1 of the rules. A MnRAM assessment is needed to fully determine the wetland value classifications in Appendix D1 will be needed. The proposed Stormwater management facilities must be at least the minimum buffer width away from the delineated wetland edge. Because a MnRAM assessment was nol provided it is not possible to know if the minimum buffer width is maintained per Rule D, subsection 3.2d. Barr Engineering Co. 4700 West 77th Street, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com To: from: Scott Sobiech, PE Subject: Arbor Glen Preliminary Plan Review by Riley -Purgatory -Bluff Creek Watershed District Date: June 27, 2015 Page: 2 A Waterbody Crossing and Structures permit (Rule G) will likely be required because it appears there with be a structure place in the bed or bank of a water of the state. A Stormwater Management Permit (Rule J) is required for this project because more than 50 cubic yards of earth will be placed, altered, or removed and more than 5,000 square feet of land - surface area will be altered (Rule J, Section 2.1) based on the information provided by the City. Based on the information provided, the criteria in Rule J, Section 3 would apply to the entire parcel. Comments provided below are preliminary and general in nature and the applicant should review the RPBCWD's Stormwater Management Rule for full details on submittal requirements. The following criteria would apply. • An applicant for a permit under this rule must demonstrate, using a model utilizing the most recent applicable National Weather Service reference data (e.g., Atlas 14), that the implementation of its stormwater management plan will: • Limit peak runoff flow rates to that from existing conditions for the two-, 10- and 100 -year frequency storm events using a nested 24-hour rainfall distribution, and a 100 -year frequency, 10 -day snowmelt event, for all points where stormwater discharge leaves the site. The SCS Type II distribution has been superseded by information published in Atlas 14 and is not applicable to RPBCWD permit applications. The analysis must be revised to use a nested storm distribution (or frequency -based hyetograph) developed utilizing the most recent applicable National Weather Service reference data (e.g., Atlas 14). An example nested storm distribution can be provided by the RPBCWD. • Provide for the abstraction onsite of 1.1 inches of runoff from the new or fully reconstructed impervious surface of the parcel; • The current information suggests only filtration will be provided onsite. Filtration practices provide for no abstraction. The soil boring information suggests areas on the site may be suitable for infiltration. In addition, other abstraction methods, such as reuse, should be considered. • The bottom of filtration facilities must be at least three feet above the seasonal high water table. The groundwater level and absence of contaminated soils at the proposed BMP location must be verged. Provide for at least sixty percent (60%) annual removal efficiency for total phosphorus, and at least ninety percent (90%) annual removal efficiency for total suspended solids from site runoff. The onsite abstraction of runoff may be included in demonstrating compliance with the total suspended solids and total phosphorus removal requirements. All stormwater management structures and facilities must be designed for maintenance access and properly maintained in perpetuity. A maintenance and inspection plan must be provided. The maintenance and inspection plan must include speck maintenance requirements for the proprietary BMPs installed. CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being fast duly sworn, on oath deposes that she is and was on September 3, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Arbor Glen — Planning Case 2015-16 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 1 1000 Subscritled ands om to before me this day of mbp r 2015. Notary Pub 'c Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 15, 2015 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Agricultural Estate District (A2) to Planned Unit Development -Residential (PUD -R), Proposal: Conditional Use Permit for development within the Bluff Creek Corridor, and Subdivision with Variances of 8.49 acres into 21 lots and 4 outlots — Arbor Glen Applicant: Arbor Glen Chanhassen LLC Property 9170 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-16. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bgenerous()g ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this !tem will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Ravi" Procedure: • Subdivisions, Manned Unit Developments. Site Plan Reviews. Conditional and Interim Uses, Welland Alterall Rezonings, Comprehensive Man Amendments and Code Amendments require a Public hearing before the Manning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Manning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will N opened for the public to speak about the proposal as a part of the hearing process. The Commission will close Me public heading and discuss Me Item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or pertly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Counal except rezonings and land use amendments from residential to commercial/industrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Manning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Offen developers are encouraged to meet with the neighborhood regarding that proposal. Staff is also available to review, the project with any interested personfs). • Because the Planning Commission holds the public hearing, the City Council does not. Mnutes are taken and any correspondence regarding the application will be Induced In the report to Me Oty Council. 0 you wish W have something to he included in the report, lease contact the Planning Staff person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, September 15, 2015 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Agricultural Estate District (A2) to Planned Unit Development -Residential (PUD -R), Proposal: Conditional Use Permit for development within the Bluff Creek Corridor, and Subdivision with Variances of 8.49 acres into 21 lots and 4 outlots — Arbor Glen Applicant: Arbor Glen Chanhassen, LLC Property 9170 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the What Happens public hearing through the following steps: 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-16. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bgenerousna.ci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Manned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Man Amendments and Code Amendments require a public hearing before the Manning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application In writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Manning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item Wit be opened for the public to speak about the proposal as a part of the heading process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly a partly the Planning Commission's recommendation, Rezonings, land use and code amendments take a simple majority Me of the City Council except moorings and land use amendments from residential to commerclalflndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Manning Department regarding its status and Scheduling for the City Coundl meeting. • A neighborhood spokespelsonlrepresentative is encouraged to provide a contact for the sty. Often developers are encouraged to meal with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested Person(s). • Because the Planning Commission holds the public heading, the City Council does not. IAnums are taken and any correspondence regarding the application will be included in the report to the City Council. 0 you wish to he" something to be included In the report, lease contact the Manning Staff person named on the notification. ANGELA K GABBARD BRADLEY D HANSEN BRUCE ROY 8979 SOUTHWEST VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 603 SUMMERFIELD DR CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-7644 CHANDANA NANNAPANENI 8974 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 DANEIL J MUELLER 587 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 ERIC W LORENTZSON 591 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 GIANETTI PROPERTIES LLC 2899 HUDSON BLVD ST PAUL, MN 55128-7100 JOCELYN T RIGGS 8975 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 KAI DONG 8949 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 LEISL FATEMA AU VANTE-JOHNSON 595 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 MANISH MOHAN 8978 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 CHRISTAL D HENDERSON 8980 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 DAVID G DELFORGE 891 LYMAN BLVD CHANHASSEN, MN 55317-9161 FRANK T & MARY LOU WHALEY 851 LYMAN BLVD CHANHASSEN, MN 55317-9161 GRANT JOSEPH CASANOVA 8957 SOUTHWEST VILLAGE LOOP CHANHASSEN. MN 55317-8589 JODY SCHEPERS 501 INDIAN HILL RD CHANHASSEN, MN 55317-9533 KRAUS-ANDERSON INC 4210 WEST OLD SHAKOPEE RD BLOOMINGTON, MN 55437-2951 LISA THANH TIEU 8942 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 MARK A & ANNMARIE T SCHULTZ 598 SUMMERFIELD DR CHANHASSEN, MN 55317-7645 CRAIG L & PATRICIA A MULLEN 611 SUMMERFIELD DR CHANHASSEN, MN 55317-7644 DEBRA CHRISTINE OLSON 8965 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 GARY AMBACH 8973 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 JAMES D & JENNIFER J WILSON RE 5730 YANCY AVE NEW GERMANY, MN 55367-9327 JUDE MARIA MADHAN WELLINGTON 8959 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 LANITA L FRERICHS 8969 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 MACHELLE H EDWARDS 8963 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 MARK ALLEN SOLBERG 8967 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 MEP2 LLC NANCY J TURNBLAD PATRICK A & LAURENE FARRELL 17732 BALLANTRAE CIR 8972 SOUTHWEST VILLAGE LOOP 801 LYMAN BLVD EDEN PRAIRIE, MN 55347-3435 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-9161 PAUL C SCHNETTLER PEDRO RODRIGO CASTRO DA ROBERT CARLSON 599 SUMMERFIELD DR SILVEI 8976 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-7645 8953 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 SHANNON G & MICHELLE A KERN 607 SUMMERFIELD DR CHANHASSEN, MN 55317-7644 SPRINGFIELD HOMEOWNERS ASSN 7100 MADISON AVE GOLDEN VALLEY, MN 55427-3602 STEVEN A FRIEDRICHS 8955 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 SOUTHWEST METRO TRANSIT COMM 13500 TECHNOLOGY DR EDEN PRAIRIE, MN 55344-2283 STATE OF MINNESOTA - DNR 500 LAFAYETTE RD ST PAUL, MN 55155-4030 TARA NIEVES ARGUIJO 8961 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 SOUTHWEST VILLAGE TOWNHOME ASS 971 SIBLEY MEMORIAL HWY SAINT PAUL, MN 55118-2856 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRAN ST PAUL, MN 55155-1801 THE RYLAND GROUP INC 7599 ANAGRAM DR EDEN PRAIRIE, MN 55344-7399 THOR BENSON TIMOTHY M VICCHIOLLO TIMOTHY S & TAMARA S MILLER 604 SUMMERFIELD DR 583 SUMMERFIELD DR 579 SUMMERFIELD DR CHANHASSEN, MN 55317-7644 CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-7645 Chanhassen Planning Commission — September 15, 2015 PUBLIC HEARING: ARBOR GLEN, PLANNING CASE 2015-16: REOUEST FOR REZONING OF PROPERTY FROM AGRICULTURAL ESTATE DISTRICT (A2) TO PLANNED UNIT DEVELOPMENT -RESIDENTIAL (PUD -R). CONDITIONAL USE PERMIT FOR DEVELOPMENT WITHIN THE BLUFF CREEK CORRIDOR. AND SUBDIVISION WITH VARIANCES OF 8.49 ACRES INTO 21 LOTS AND 4 OUTLOTS ON PROPERTY LOCATED AT 9170 GREAT PLAINS BOULEVARD. APPLICANT/OWNER: ARBOR GLEN CHANHASSEN, LLC/GIANETTI PROPERTIES, LLC, Generous: Thank you Chairman, commissioners. Planning Case 2015-16 is Arbor Glen. The applicant is Arbor Glen Chanhassen LLC and Gianetti Properties LLC. The meeting tonight is the public hearing. This is scheduled for council on October 12, 2015. It entails a conditional use permit, a planned unit development rezoning and preliminary plat with a variance. While our report says subdivision, subdivisions require two phases. The first phase is preliminary plat approval. It's to look at it for compliance with city ordinance. The final phase would be a final plat approval which includes the approval of any construction plans so at the preliminary level they don't have all those construction details available and done and so we look at it and say this is what you have to do to clean up the plat. The property is located at the southwest corner of Lyman Boulevard and Highway 101. It currently is a vacant field. At one time there was a house on the property but that has been removed with the upgrading of 101. The PUD rezoning is from Agricultural Estate District (A2) to Planned Unit Development Residential. As part of this approval we are looking for the actual design standards within that which includes uses, setbacks, site coverage, things like that. The conditional use permit is required because this is development within the Bluff Creek corridor. This is a wing of the Bluff Creek corridor. The wetland complex to the south and west of this contributes water to the Bluff Creek corridor. The preliminary plat approval with a variance from the westerly property line setback requirements. Under the PUD the standards are generally a 50 foot perimeter setback. They would like to go to 20 feet to accommodate the first two lots on the northwest comer of this property. That's partially required because of the location of the existing access into the property and to create that horizontal curves that go in there. The planned unit development ordinances within the staff report, the design standards are on pages 4 and 5 of the development. The uses would be limited to the detached townhouses that they're proposing which are single family homes on smaller lots. They're generally narrower in design but they may be longer. And it would also address any accessory uses that would be permitted as part of the overall development, common areas, things like that. Gazebos. Shelters. It would allow them to have that that are normally associated with single family subdivisions. Again the permitted uses would just be limited to these 21 townhouse units. The lot requirements and setback requirements are all established as part of the ordinance and that future building permits would be required to submit or comply with that. Again the conditional use permit is required as part of the Bluff Creek Overlay District. Because this is within the corridor we want to make sure that we look at it's potential impact on it. There are some issues that we have as part of the current design and there's conditions in the subdivision approval to require the applicant to mitigate that and improve, enhance the overall development. There is a 40 foot setback from the Bluff Creek primary zone 26 Chanhassen Planning Commission — September 15, 2015 required as part of the development and that would be continued. Additionally any alterations within that corridor within the buffer area would be required to be restored and enhanced with more native planting. Again the subdivision request is for 21 single or 21 villa lots. There'd be 4 outlots as part of this development. One of the conditions of approval would be that they incorporate the Trident stormwater system within a separate outlot. The City in the condition of approval for the CUP and the subdivision would require dedication of Outlot C which is the Bluff Creek primary zone and the buffer area to the community for perpetual protection. The grading, drainage, erosion control plans it shows that they will provide a stormwater system. There are some issues with the, to verify that their stormwater system actually provides the abstraction that's required under new watershed district regulations and things that the City needs to impose. Additionally the stormwater pond encroaches into the required buffer area of the watershed district so they'd have to redesign that area of the project. The minimum buffer area under the watershed district is 30 feet and the edge of that pond would be closer to that so it would have to be redesigned as part of that. Again the stormwater system incorporates the Trident containment building and the pond as well as the conveyance for stormwater and the like. There is an emergency overflow in the middle of the private street that they're proposing as part of this development. The applicant's engineer has looked at making a revision that would eliminate that overflow area and force it down to the end of the private driveways to the south, in the southeast comer of the development. Again the current, the plan that they permit does not meet the City requirements or the watershed district requirements. The detention ponds that they're proposing does not maintain the 30 foot buffer. Minimum 30 foot buffer from the wetland which the watershed district requires so that would have to be resolved. Additionally it doesn't provide abstraction holding the first 1.1 inches or 1 inch of water onto the property and so that would have to be redesigned before they could come back for the final plat approval. Again the Trident system or the storage system that they're proposing as part of this plan does not meet the abstraction requirements in there and so they'd have to through engineering show that that can be done. Staff believes that the site is conducive to meeting these requirements. However they may have to revise the plat to accommodate that and potentially losing a lot if they can't redesign that stormwater pond and make that Trident system work appropriately. We did look at, suggest one option which would be to provide a stormwater system down along the 101 side of that. That would actually provide areas for water to be held on site. That's something that they can look at in conjunction with going forward with the final plat. And then they need to do the due diligence for geotechnical expiration on site to make sure that the water can be held on the property. City sewer and water services are available to the property and would be extended as part of the subdivision so every house would connect to the city's system. And again the stormwater system would be installed as part of the subdivision. Landscaping is proposed around the perimeter and in the front of each of the homes. One of the conditions would be that they become forward with their restoration plan for the Bluff Creek corridor so they're going to make alterations down there. We want to see that revegetated with more natural species. And with that staff is recommending approval of the PUD -R rezoning, the conditional use permit and the preliminary plat approval with a variance from the western property line subject to the conditions of the staff report and adopting the attached Findings of Fact and Recommendation. 27 Chanhassen Planning Commission — September 15, 2015 Aanenson: Mr. Chair I was just going to add a couple other comments that maybe Bob just kind of glossed over a little bit and that's, there's some challenges to this site in of itself and that is that the William's Pipeline runs along, you grabbing the mouse from me? Yeah I was trying to get the laser pointer there. The William's Pipeline runs through the northern part of the property so it's a bit challenging right through here and how they looked at laying out those lots. And then there are some retaining walls and maybe I'll let Alyson Fauske go through maybe a little bit about the retaining walls that are between the site and how that works out with the grading and some of the challenges to get this project to work. Aller: So Alyson while you're hitting that my first question was going to be, is this going to be a total grade or are they going to do it in piece? Aanenson: Mass grading. Aller: Yeah. Fauske: It would appear Chairman Aller that this site would be mass graded. I think the applicant could probably speak to that but just taking a look at the grading plan and the amount of grade that it drops from the north to the south it would appear to be a mass graded project. As Kate had mentioned there is some retaining walls along the southern side of the proposed development. Looking at the combined, pardon me. The combined height of the walls between the upper and lower tiers it looks like it could be upwards of 10 feet tall in that area so there's some significant grades that they are working against in trying to maximize the developable area of the property as well as being cognizant of the wetland buffer to the south. Aanenson: Then a couple other things I'm just going to touch on. There is a trail that will connect along 101 so that will be a completion of this segment here so I think there was some discussion then about relocating that trail slightly. The redesigning that a little bit there. And then just briefly I think Bob touched on this too but we do have the narrower street coming to the public streets to make that work. Again that's the design is being driven by some of those parameters. The Bluff Creek to the south and the retaining walls to make those grades work. Getting the sewer and then the push on the north side then would be the William's Pipeline and so very challenging site and the applicants worked really hard to make a project. Put a project in there which is single family detached which we think would be very nice there but make it work so that was the challenges. Aller: Great, thank you. Any additional questions at this time for staff? Hearing none we'll have the applicants come forward and make your presentation. If you can state your name and address for the record, tell us about your project please. Mark Eklo: Sure, Mark Eklo. 3360 Bavaria Road, Chaska. PIN Chanhassen Planning Commission — September 15, 2015 Aller: Welcome. Mark Eklo: Thank you. The proposal, I don't have a formal presentation other than what the City has done in terms of that. The idea and what we felt the need was in the city of Chanhassen is for detached villas for what we wouldn't call it a senior project but basically they are people 50 or older are the majority of people that purchase these properties and what it is is it's down sizing for a lot of these people from their two story homes type of thing and this project is designed to be one level living on the main floor so there are 2 or 3 bedrooms plus a den and there are 2 or 3 baths all on the main floor. They all have a covered porch on the main floor so not a deck or something out the rear. It's actually under the roof section of it so it could be screened in and be a nice exterior amenity to the property. That's part of the structure of the property itself. And then the whole idea is that they're cared for from an exterior standpoint so that lawn maintenance, snow plowing, everything is taken care of so people can lock their door and go to Florida for 5 months in the winter or whatever they want to do or go visit the kids for a month somewhere else around type of thing and we just don't see a lot of product like that currently available in Chanhassen. There's some but on a limited basis and so we thought there was a real need on this south side to provide something like this. Obviously too it has great access to 212 so it's convenient for families to get to and for people living there to get to and from and so we just felt it was a real nice property for that. We did want to do detached single family because we felt that that was the best use of the property. I know there's been proposals for attached townhomes. For apartment buildings potentially. For I know at one time there was a Harley-Davidson proposal that was floating around you know and so we thought in terms of what was across the street to the east and to the northeast and then also to the neighbors to the west that detached single family was the best type of property to put in here that would enhance everybody's values in the area and provide an enclave of 20 people that own their homes. Not renters or anything like that that hopefully will keep the property values and everything up. The proposed price point in these, the least expensive units will be in the high 300's and I'm sure the ones that are walkouts on the pond side, on the wetland side they will I'm sure push 500 and somebody will do enough goodies in it I'm sure to push over 500 so we're not talking about you know subsidized or reduced housing. Either it's values that will be in the you know high 300's to probably pushing the high 400's in terms of the value of the properties of the people that will be purchasing them. We have worked extensively with staff in trying to incorporate the lots that we can get in there and we've tried to incorporate 3 different styles. The 5 lots that face Lyman are, will be without walkout or look out basements. They will have a full basement but they will not have any look out's so they in essence will feel like a slab on grade even though there will be a basement there. The 5 properties to the east or that face 101, those 5 properties will have look out's so they will have basements and they will have daylight windows. And then the 11 properties that are to the south and the southwest, they will be walkout basement properties so all of those will have that so we're trying to again offer features for somebody who just wants to get by and just have the one level and not have a lower level space that's finished or walked out and then we also have for those people that want to maybe expand the lower level and add an extra bedroom or two so if the kids come home type of thing they've got a place for them so there's all 3 different sizes. The properties all have 2 car attached garages. No 3 car garages. The site 29 Chanhassen Planning Commission — September 15, 2015 doesn't allow the width to have a 3 car. The garages do all face the street. They aren't a side entry because again we don't have the size of lots that we can do it so the garage doors will face the streets. I know in one of the stipulations here they've asked us to tell us exactly how we're going to flip the houses so they know exactly where the garages are. The roads all pretty much go downhill as we go into that cul-de-sac and so more than likely all the garages will be on the high side obviously as we're going downhill in order to work from a flow standpoint. The garage has to be on the high side so more than likely pretty much all the garages will be on the west sides of most of those properties. They will be stone, brick. Some kind of additional feature on the front of them with real wood or real semitatious type finish that we see today. They probably will be vinyl on the other 3 sides that we see fairly common in today. Again we want to try and make them as maintenance free as possible given the age group that we're targeting so to speak so again there's not a lot of 60 year old people climbing ladders to paint and clean gutters type of things so we're hoping that that's the type of thing. The insides of course will be all the amenities that you see in all the new homes today. You know 9 or 10 foot ceilings. Very open living space. Probably no formal dining rooms. You know just the big gathering area and then bedrooms and bathrooms so any questions that you folks have of me that I can try and answer? Aller: Commissioner Hokkanen. Hokkanen: Of the 21, how many different front elevations are there? Mark Eklo: We're planning on having 3 sizes so roughly 1,500, 1,750 and 2,000 square feet on the main floor so that's not counting any lower level or walkout and each of those sizes would have a minimum of 2 if not 3 elevations. Hokkanen: Okay. Mark Eklo: And that helps us hit our price points too in terms of where we want to try and be so if someone wants, and basically if you look at it, and I don't know if any of you have seen these homes somewhere else, the 1,500 square feet basically is a 2 bedroom, 2 bath, very simple. It can be, and it might have a small study type thing. The 1,750 is a 3 bedroom or a 2 bedroom plus a den. And then the 2,000 square footer ends up being 4 bedrooms or 3 bedrooms plus a den and then they of course they all have a little laundry room, the kitchen, the gathering area and the dining area. And then like I said all of them and I think, I don't know if it got included in the reports. I know I submitted some rough sketches of some plans that have, they'll all have a covered porch and that's, we don't see that here too often. We haven't seen that and again we feel that's an important ingredient to offer because we all have lived in Minnesota and know how the bugs can be in the evening and these people will be enjoying these homes for sure in the summer time and on the wetland area will probably add more bugs to their life so the idea of having a porch on the back that can be screened in and that type of thing so they can still enjoy the outdoors but have a screened porch we think is a real nice asset to have to these homes so they've all got that covered porch area. Any other questions? 0 Chanhassen Planning Commission — September 15, 2015 Tietz: ...illustrations, are these just illustrations for ideas or are we really going to see Florida? Mark Eklo: No. No those are, but those are the floor plans. We're stealing, I'm not... Tietz: Well I'm just asking about the facades. Mark Eklo: ... plagiarizing from Florida the floor plans. Tietz: The architecture. Mark Eklo: What we wanted to do and of course it's you know, you guys understand this, it's a dollar decision. Until we get some preliminary approval we don't want to spend $10,000 and go out and design plans until we have a preliminary approval. We'll be glad to submit our plans you know whenever you want to see them but we are plagiarizing, yes. It's not an original idea. We're just hopefully bringing an idea that's worked well elsewhere to Chanhassen. Tietz: Yeah just to follow up on the discussion about the stormwater control. Because it is a difficult site and you've used that extreme southeast corner for the ponding area and then you have 10 and a half, two tiered 10 and a half foot wall. I mean it's right adjacent to that ponding, proposed ponding area. I think it's going to be really interesting to see how you follow up with that and control the issue of stormwater on and off site. Mark Eklo: Well again it's my understanding the system that we've proposed that you see as the pink square along the side there, that particular system according to our engineer, given the space that we have there we can design that to handle any amount of water flow that we need and again I'm a layman speaking I won't pretend that I'm an engineer but my understanding is that's basically a filtration system and so the water will be collected and it will come into that system and it will flow through that filtration system and again if you look in the conditions that are required we have to submit to the City an operational plan for that filtration system and the homeowners association will be responsible to clean it and prove to the City or give whatever documentation is required by the City that it is being maintained. The people that have designed the system tell us that the water comes out to the pond side there is, meets all standards and will meet any standards that are required by all these different watershed districts and so on and so forth and they stand behind it and they are the ones that are the engineers and have done the testing and will be able to prove it. Obviously we're trusting them at this point and we have to go as part of this deal we have to of course go get our permits from the watershed district and so you know they're going to have to step up and prove what they're saying to the watershed district in order for us to get the permit. Tietz: No I understand. It just looks like you know that corner gets really difficult and in a severe grade to begin with and then we're cutting back and putting two tiers and then a large 31 Chanhassen Planning Commission — September 15, 2015 pond in front. It just makes your whole construction and engineering process a bit more difficult so just looking at it. Mark Eklo: There's no doubt about this site being a challenge. Tietz: Yeah. Mark Eklo: Absolutely no doubt. We agree with you 100 percent there. Tietz: Good. Aller: Great. Any additional questions at this time? Tbank you sir. At this point I'll open the public hearing. Any additional person that wishes to speak either for or against the item before us can come up and do so at this time. Any comments? Welcome sir. State your name and address for the record. Steve Friedrichs: Steve Friedrichs, 8955 Southwest Village Loop in Chan and I was here in July I think when this got deferred. I'm the HOA President for Southwest Village so obviously I'm here to represent you know my 38 residents interest and I guess the first thing for the applicant, we're all for growth. We understand the importance of growth so we really wanted to know just kind of conceptually. We've got a board meeting next week, what's going in there. You know villas. Townhomes. Apartment buildings. So my question is just traffic flows. Is all the traffic flow on Lyman? Is that the proposed? Aanenson: That's correct. Do you have that other drawing? It T's into the driveway coming out by the Primrose there. Steve Friedrichs: Got it, okay. Aanenson: It will be a T intersection. Steve Friedrichs: Okay so nothing on 101. Aanenson: Correct. Steve Friedrichs: Okay. Alright, Great. And I'm one of those 50 plus people and I still do go up on a ladder so just so you know. Aanenson: ... edification here so this is where that driveway will come out. It T's right into. Steve Friedrichs: So right where you go into the shopping center or whatever. Aanenson: Correct. Correct. 32 Chanhassen Planning Commission — September 15, 2015 Steve Friedrichs: Yeah Kwik Trip, all that stuff. Great, excellent. So that was really the purpose of me being here. I guess the other point is, I've been here for 8 months at Southwest Village. Don't know the appropriateness of this but just comments and I would say this to the applicant to really follow through on what you say you're going to do because I can tell you that as the HOA president Ryland Builders has done a D minus job on following through. On our exterior issues, on common area issues, things from siding falling off. Not following up on landscaping. Caulking. No on site supervision. We have this smoke alarm, CO2 alarm recall issue, which we've gotten no support from the City so I guess I don't know if this is appropriate to even tell you about it but I hope that you're behind. I understand growth. I'm all for it. That's why I moved here right but the process management and dotting all the I's and crossing all the T's. The dead trees. The dead bushes. The sod. Irrigation design problems are things that I think we as a homeowners association take ownership for but could certainly use some support from the City in that regard. Aller: Thank you very much sir, appreciate it. Any additional comments? Yes sir, state your name and address for the record. Jim Wilson: I'm Jim Wilson and I've got the nursery just to the south. I don't live there. My address there is 9150 Great Plains. I'm a co-owner. I haven't seen anything really that you know puts the warning signals up until the previous gentleman spoke but those are things that are between them and their builder I would guess and maybe they need to hire a lawyer. The one thing that does cause me a little bit of concern, and it's just a little bit is that Bluff Creek primary zone from what I understand in the presentation there's going to be a two tier 10 foot retaining wall along that south edge and the one thing that concerns me, and I don't know if you can require this. If the engineer can require it but the type of material that's used to build those walls can be very industrial looking, if you know what I mean so if I was going to be living over on the other side, my side facing that I would prefer to look at like a boulder wall scenario which would fit into that area better because that is a natural area and to put a brick or a concrete formed type of material, you know of stacking block, you see it all over, I don't think that would fit in good there. Do you concur with that or what do you think? Aanenson: I'll let Alyson address that because we've changed our standards for retaining walls based on failures in storm events so. Fauske: Thank you Kate. If I may Chairman Aller. Aller: Please. Fauske: On page 10 of the staff report an excellent question brought up by Mr. Wilson is with regards to the retaining wall and the type of material that can be used. As Kate had mentioned we've had some issues with boulder walls in some developments with some failures so we are looking at restricting the use of boulder walls. That being said we also restrict smooth face RCI Chanhassen Planning Commission — September 15, 2015 concrete walls that have that more industrial look to it. There's a lot of different materials and methods to build retaining walls nowadays. There's some, you know there's a variety of colors, textures, size of block so I would feel quite confident that the developer has a variety of materials to choose from but we do restrict certain types of materials for retaining walls. Jim Wilson: And boulders, you are, you have a restriction on the use of boulders? Fauske: Correct if it's over 6 feet tall. Jim Wilson: Probably because of the way it's constructed. Fauske: Correct. What we've had issues with in the past, and we tend to try to learn from the errors of the past is that just the construction, the construction oversight. We're not out there inspecting the wall every boulder that goes down and the challenge being that there's just, the structural strength of those retaining walls is a challenge so the applicant I think could probably speak better to what their intent for type of retaining block would be but we do have certain requirements. Tietz: Alyson I noticed on the plan there's one that's proposed to be roughly 3 feet and one that would be 4 feet. Would they fall within the acceptable height limit for a natural stone wall? Fauske: Yes. Tietz: It's the 6, the 6 foot or the 5 '/2 foot wall that would not? Fauske: Correct and the challenge with retaining wall designs and I'm not a retaining wall designer but my knowledge of retaining walls is that they have to be a certain distance apart in order for them to not to, to influence each other so so long as the retaining wall designer has provided that and there is a tiered wall that is under that 6 foot threshold, and then certainly that would be an appropriate material. Jim Wilson: That's all I had. Aller: Thank you Mr. Wilson. If you'd like to come up. Mark Eklo: May I add something? Aller: Absolutely, that's fine. I was going to say that the reason that these public hearings are great is it gives everyone an opportunity to discuss it. Mark Eklo: ... everyone understood that it is a tiered wall and the reason we wanted to do a tiered wall is first of all we don't want to have to have a 10 foot wall and a guard rail, a hand rail of some kind up there from a safety standpoint so, and the idea is again in looking at again at the 34 Chanhassen Planning Commission — September 15, 2015 conditions is we're going to be planting in that interim level if you will so there will be a wall that comes up from the buffer area and then it will be flatten or have a slight slope to it. It has to be less than 3 to 1, and then there will be the second wall and we will be planting, putting plants on that tiered area plus we have to replant the buffer area as well so I think when, as we all know as landscaping grows up it wouldn't be initially but as landscaping grows up I really think you'll see very little of that wall in terms of the vegetation from the wetland will cover the lower portion of the wall and what we put on the interim will cover the large portion so we really don't want to see the wall either but we have to build it for that. The other comment I would have is that, I know technically there is a way to engineer bouldered walls but we have to provide an engineered plan for these walls and bouldered walls are very difficult to engineer because there's no way to calculate what's sitting on top of what so again the fact that the City requires us to provide engineered walls it makes boulder walls very difficult to do if not impossible. Jim Wilson: I didn't realize that. Mark Eklo: Yeah so have to provide engineered walls so chances are, I mean they won't be boulder walls. We're not planning on doing that but we certainly want to make them disappear and we want to have them so that they're not a visible obstruction because we want to sell houses. People don't like looking at walls, I understand. Appreciate that. Aller: Great, thank you. Any additional comments? Seeing no one come forward I'll close the public hearing portion of the item and open it to discussion. Hokkanen: I think it's good use of the land for a difficult piece of property. Aller: I think everybody realizes how difficult a site it is and that there might be some changes coming but the items that we're going to be, if we approve the PUD rezoning and conditional use aren't going to be covered by those conditions and they'll come back with dot your I, cross your T kind of scenario where we can take a closer look or the council can take a closer look at it so for final. Any other comments? I'll entertain a motion. Tietz: I'll entertain a motion the Chanhassen Planning Commission recommends that the City Council approve the PUD rezoning, conditional use permit and preliminary plat approved with a variance from the western perimeter setbacks subject to the conditions of approval and adopts the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Madsen: Second. Yusuf: Second. Hokkanen: Second. 35 Chanhassen Planning Commission — September 15, 2015 Aller: I have a motion which has been seconded. Any further communication or discussion? Tietz moved, Madsen seconded that the Chanhassen Planning Commission recommends that the City Council approve the PUD rezoning, Conditional Use Permit and Subdivision with a Variance from the western perimeter setback subject to the following conditions of approval, and adopts the Findings of Fact and Recommendation: REZONING 1. Contingent on Final Plat approval for the Arbor Glen Development. SUBDIVISION WITH VARIANCE Buildin¢: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Engineering: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. 4. The City shall require a drainage and utility easement to be granted over Outlot A. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. 36 Chanhassen Planning Commission — September 15, 2015 7. The grading plan must be revised to include the house pads and driveway locations 8. The low floor elevations of these proposed homes must be revised to comply with a three- foot separation from groundwater encountered during construction. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. 10. A standard lot benching detail shall be included in the plan set. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property comer and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 37 Chanhassen Planning Commission — September 15, 2015 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. 23. The vegetation between tiered walls shall be low or no maintenance. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. 33. Profile grades shall be shown for the sidewalk and bituminous trail. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 38 Chanhassen Planning Commission — September 15, 2015 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 38. The applicant must meet the storm water management standards prescribed in Section 19-144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. M, Chanhassen Planning Commission — September 15, 2015 2. A wetland buffer restoration plan shall be included in the revised landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 6. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. CONDITIONAL USE PERMIT 1. The developer may dedicate Outlot C to the City. 40 Chanhassen Planning Commission — September 15, 2015 2. The developer shall prepare a restoration plan for the Bluff Creek Corridor. 3. The buffer will be required to have a vegetation management plan and soil amendments. All voted in favor and the motion carried unanimously with a vote of 5 to 0. Aanenson: Just for the record then Chair, this item does go to the City Council on October 12'b. Aller: October 12, 2015 yes so those individuals at home that wish or here that wish to follow the item to City Council for final action it will be October 12, 2015. APPROVAL OF MINUTES: Commissioner Hokkanen noted the verbatim and summary Minutes of the Planning Commission meeting dated August 18, 2015 as presented. Aller: I would just like to remind everybody that the engineering department has come out with notification. I'll wait until that door's closed. With a notice and reminder that highway 101 river bridge is closed from 6:00 on Friday the 18'b to 9:00 in the morning on Saturday for their additional pours and I think that the notice also said that that would be occurring just about Friday until it's done so plan on some closures in that area but we'll all be happy in the spring when it's completed and the water level doesn't come anywhere near the roadway surface. ADMINISTRATIVE PRESENTATIONS. Aanenson: Thank you Chairman, members of Planning Commission. We will have a meeting in 2 weeks. We do have a grading permit, Interim Use Permit for Minnetonka Middle School West and we also have a conditional use for a shooting range so those 2 items will be on your October 6'b meeting. We are working on a couple other projects so this Friday is a deadline for the October 20's so we'll know if we get that couple other things to come in or not. A few things floating out there. And I think that's all I had for that. When we adjourn then we'll go into kind of a work session to talk about some of these code amendments. Aller: So there's no correspondence, I'll entertain a motion to adjourn. Hokkanen moved, Yusuf seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 9:00 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 41 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2015-16 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: For the Arbor Glen residential development project to develop within the Bluff Creek Overlay District. 2. Property. The permit is for the following -described property located at 9170 Great Plains Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: Arbor Glen Addition, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. The developer may dedicate Outlot C to the City. b. The developer shall prepare a restoration plan for the Bluff Creek Corridor. c. The buffer will be required to have a vegetation management plan and soil amendments. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 11, 2016 CITY OF CHANHASSEN (SEAL) STATE OF MINNESOTA ( ss COUNTY OF CARVER Lin M Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this day of 2016, by Denny Laufenburger Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 2 Notary Public CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CrFY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the Citys zoning ordinance, is hereby amended by rezoning from Agricultural Estate District (A-2) to Residential Low and Medium Density (RLM), for property within the Foxwood development, with the following legal description: All of Arbor Glen Addition, except Outlot C, Carver County, Minnesota. Section 2. The rezoning of this property incorporates the following development design standards: a. Intent The purpose of this zone is to create a villa -style housing development, PUD Residential 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. Except as modified by the Arbor Glen development standards, the development must comply with the Residential Low and Medium Density District, RLM. b. Permitted Uses The permitted uses within the neighborhood shall be 21 homes and appropriate accessory structures. Low -intensity neighborhood -oriented accessory structures to meet daily needs of residents may include bus shelter, development signage, garden, gazebo, maintenance shed, picnic shelter, permanent open space, playground equipment, public or private art or trails. C. Lot Requirements Minimum Lot Size: 5,900 square feet Minimum Frontage: 50 feet at building setback Minimum Depth: 100 feet d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. #Lots 1 and 2, Block 2 are requesting a variance to permit a 20 -foot PUD perimeter setback. *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 11"' day of July, 2016, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor Published in the Chanhassen Villager on Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet # Gas Pipeline 20 feet from easement Front - Interior private street 25 feet to curb; side yard (street) 10 feet to curb Side Lot Line 6 feet Rear Lot Line 30 feet Hard Surface Coverage Maximum 2,942 square feet per lot Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet #Lots 1 and 2, Block 2 are requesting a variance to permit a 20 -foot PUD perimeter setback. *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 11"' day of July, 2016, by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor Published in the Chanhassen Villager on CITY OF CHANHASSEN CARVER COUNTY, MINNESOTA VARIANCE 2015-16 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants the following variance: The Chanhassen City Council approves a variance in conjunction with the Arbor Glen development for a 30 -foot setback variance from the 50 -foot PUD perimeter setback to permit a 20 -foot setback along the westerly property line. 2. Property. The variance is for a property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as Lots 1 and 2, Block 3, Arbor Glen Addition, Carver County, Minnesota. 3. Conditions. The variance approval is subject to the following conditions: a. The Arbor Glen development must receive final plat approval. 4. Lapse. If within one (1) year of the issuance of this variance the allowed construction has not been substantially completed, this variance shall lapse. Dated: July 11, 2016 CITY OF CHANHASSEN M (SEAL) AND: STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this —day of 2016 by Denny Laufenburger, Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 I Generous, Bob From: Mark Eklo <meklo@wrd3.com> Sent: Wednesday, March 15, 2017 2:54 PM To: Generous, Bob Cc: 'Tom Giannetti' Subject: RE: Arbor Glen Bob, Please withdraw the review of the 21 lot plat. We are revising the design. Please extend our application for another 60 days. Thanks Mark From: Generous, Bob[mailto:bgenerous@ci.chanhassen.mn.us] Sent: Wednesday, March 15, 2017 10:30 AM To: Mark Eklo <meklo@wrd3.com> Subject: Arbor Glen Mark, Please send me written confirmation that you are withdrawing the final plat review of the Arbor Glen 21 lot plat and the PUD amendment. When you submit the revised final plat, we will reschedule the hearing. If you have any questions or need additional information, please contact me. :.. Robert Generous, AICP Senior Planner CITY OF CHANHASSEN PH. 952.227.1131 FX. 952.227.1110 www.ci.chanhassen.mn.us ACO July 13, 2010 Mr. Mark Eklo �f Arbor Glen Chanhassen LLC CM 3360 Bavaria Road CI1t11111HJSEN Chaska, MN 55318 7700Market Boulevard Re: Arbor Glen — Planning Case #2015-16 PO Box 147 Chanhassen, MN 55317 Dear Mr. Eklo, Administration This letter is to confirm that on July 11, 2016, the Chanhassen City Council approved Phone: 952.227.1100 the following: Fax: 952.227.1110 Rezoning of the Arbor Glen property from Agricultural Estate District, A-2, to Building inspections Planned Unit Development — Residential, PUD -R; Phone: 952.227.1180 Fax: 952.227.1190 Conditional Use Permit for development in the Bluff Creek Corridor subject to the Engineering following conditions: Phone: 952.227.1160 Fax: 952.227.1170 1. The developer may dedicate Outlot C to the City. Finance 2. The developer shall prepare a restoration plan for the Bluff Creek Corridor. Phone: 952.227.1140 Natural Resources Fax:952.2271110 3. The buffer will be required to have a vegetation management plan and soil Park & Recreation amendments. Phone: 952.227.1120 Fax: 952.2271110 Fax:952.2271110 design Engineered g and building permits are required for retaining walls And Preliminary Plat for Arbor Glen with a Variance from the western perimeter Recreation Center setback subject to the following conditions: 2310 Coulter Boulevard Phone: 952.227.1400 Buil Fax: 952.227.1404 Fax 952.2271310 Planning & 1. Final grading plans and soil reports must be submitted to the Inspections Natural Resources Division before building permits will be issued. Phone: 952.227.1130 Fax: 952.2271110 2. design Engineered g and building permits are required for retaining walls exceeding four feet in height. Public Worts 7901 Park Place Phone: 952.227.1300 3. Each lot must be provided with a separate sewer and water service. Fax 952.2271310 4. Demolition permits must be obtained before demolishing any structures. Senior Center Phone: 952.227.1125 5. Proper removal, abandonment or sealing of storage tanks, on-site septic Fax: 9522271110 systems, wells, etc. is required. Pennits are required, as applicable. Website www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow -�4rkNOFt Mr. Mark ES • Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 2 of 7 En 'ng�eerin¢: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. 4. The City shall require a drainage and utility easement to be granted over Outlot A. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. 7. The grading plan must be revised to include the house pads and driveway locations 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. 10. A standard lot benching detail shall be included in the plan set. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2and 3, Block 3 and between the retaining walls to be no greater than 3:1. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. Mr. Mark Elf • Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 3 of 7 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property comer and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. 23. The vegetation between tiered walls shall be low or no maintenance. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. Mr. Mark El9 • Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 4 of 7 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. 33. Profile grades shall be shown for the sidewalk and bituminous trail. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. Mr. Mark EO Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 5 of 7 0 38. The applicant must meet the storm water management standards prescribed in Section 19-144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the Property 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. Mr. Mark EO • Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 6 of 7 2. A wetland buffer restoration plan shall be included in the revised landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 6. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Mr. Mark El9 • Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 7 of 7 Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Final plat documents including a development review application and fees must be submitted to the city a minimum of 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousCaci.chanhassen.mn.us. Sincerely Robert Generous, AICP Senior Planner Enclosure c: Gianetti Properties, LLC ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer Daniel Schmidt, Sathre-Bergquist, Inc. • 0 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: 1. 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 (81/2' x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc 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-M g:\eng\forms\final plat submittal.doc )5`10 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly swom, on oath deposes that she is and was on June 25, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Arbor Glen — Planning Case 2015-16 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and swq t to before me this day of-ZU r%f_ , 2015. Notary P Kic/ KaWn J. Engt,11t,- ,4,1 Clerk 1#mKIM T. MEUWISSEN Notary Pum-mwWam N co -*Ww E� .in $I, X0 Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 7, 2015 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of thea enda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Agricultural Estate District (A2) to Planned Unit Development -Residential (PUD -R), Proposal: Conditional Use Permit for development within the Bluff Creek Corridor, and Subdivision with Variances of 8.49 acres into 21 lots and 4 outlots — Arbor Glen Applicant: Arbor Glen Chanhassen, LLC Property 9170 Great Plains Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.ci.chanhassen.mn.us/2015-16. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at bcenerousaci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feat of the subject site to be notified of the application in writing. Any interested party Is invited to attend the meeting. • Staff prepares a report on the subject application that includes all per went information and a recommendation. These reports are available by request At the Fanning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly Me Planning Commission's recommendation. Razonings, land use and code amendments lake a simple majority vole of the City Council except rezonings and land use amendments from residential to commerdalAndustral. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested pemoni • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be induded In the regian to the City Council. If you wish to have something to be included In the repot, lea" contact the Plan Ina Stat person named on the notification. Notice of Public Hearing Chanhassen Planning Commission Meeting Date &Time: Tuesday, July 7, 2015 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Rezoning of property from Agricultural Estate District (A2) to Planned Unit Development -Residential (PUD -R), Proposal: Conditional Use Permit for development within the Bluff Creek Corridor, and Subdivision with Variances of 8.49 acres into 21 lots and 4 outlots — Arbor Glen Applicant: Arbor Glen Chanhassen, LLC Property 9170 Great Plains Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens 1. Staff will give an overview of the proposed project. at the Meeting: 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the City's projects web page at: www.c!.chanhassen.mn.us/2015-16. If you wish to talk to someone about this project, please contact Robert Generous Questions & by email at beenerous aoci.chanhassen.mn.us or by phone at Comments: 952-227-1131. If you choose to submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! Cm Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings. Comprehensive Plan Amendments and Code Amendments require a public hearing before Me Planning Commission. City ordinances require all property within 500 feel of the subject site to be notified of the application in writing. Any Interested party is Invited to atend the meeting. • Stat prepares a report on the subject application that includes all pe ti ent Information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The Item will the opened for the public to speak about the proposal as a part of the hearing Process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Caundl except rezonings and land use amendments from residential to commercialfndustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person warning to fallow an Item through Me process should check with the Planning Department regarding Its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentetive is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff Is also available to review the project with any interested person(s). • Because the Planning Commission holds Me public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be Included in the report to the City Council. If you wish to have something to be Included In the report, lease contact the Planning Staff person named on the notification. ANGELA K GABBARD BRADLEY D HANSEN BRUCE ROY 8979 SOUTHWEST VILLAGE LOOP 8977 SOUTHWEST VILLAGE LOOP 603 SUMMERFIELD DR CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-7644 CHANDANA NANNAPANENI CHRISTAL D HENDERSON CRAIG L & PATRICIA A MULLEN 8974 SOUTHWEST VILLAGE LOOP 8980 SOUTHWEST VILLAGE LOOP 611 SUMMERFIELD DR CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-7644 DANEIL J MUELLER DAVID G DELFORGE DEBRA CHRISTINE OLSON 587 SUMMERFIELD DR 891 LYMAN BLVD 8965 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317-8589 ERIC W LORENTZSON FRANK T & MARY LOU WHALEY GARY AMBACH 591 SUMMERFIELD DR 851 LYMAN BLVD 8973 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-9161 CHANHASSEN, MN 55317-8589 GIANETTI PROPERTIES LLC GRANT JOSEPH CASANOVA JAMES D & JENNIFER J WILSON RE 2899 HUDSON BLVD 8957 SOUTHWEST VILLAGE LOOP 5730 YANCY AVE ST PAUL, MN 55128-7100 CHANHASSEN, MN 55317-8589 NEW GERMANY, MN 55367-9327 JOCELYN T RIGGS JODY SCHEPERS JUDE MARIA MADHAN WELLINGTON 8975 SOUTHWEST VILLAGE LOOP 501 INDIAN HILL RD 8959 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-9533 CHANHASSEN, MN 55317-8589 KAI DONG KRAUS-ANDERSON INC LANITA L FRERICHS 8949 SOUTHWEST VILLAGE LOOP 4210 WEST OLD SHAKOPEE RD 8969 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 BLOOMINGTON, MN 55437-2951 CHANHASSEN, MN 55317-8589 LEISL FATEMA AU VANTE-JOHNSON LISA THANH TIEU MACHELLE H EDWARDS 595 SUMMERFIELD DR 8942 SOUTHWEST VILLAGE LOOP 8963 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 MANISH MOHAN MARK A & ANNMARIE T SCHULTZ MARK ALLEN SOLBERG 8978 SOUTHWEST VILLAGE LOOP 598 SUMMERFIELD DR 8967 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-8589 MEP2 LLC NANCY J TURNBLAD PATRICK A & LAURENE FARRELL 17732 BALLANTRAE CIR 8972 SOUTHWEST VILLAGE LOOP 801 LYMAN BLVD EDEN PRAIRIE, MN 55347-3435 CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-9161 PAUL C SCHNETTLER PEDRO RODRIGO CASTRO DA ROBERT CARLSON 599 SUMMERFIELD DR SILVEI 8976 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-7645 8953 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 CHANHASSEN, MN 55317-8589 SHANNON G & MICHELLE A KERN 607 SUMMERFIELD DR CHANHASSEN, MN 55317-7644 SPRINGFIELD HOMEOWNERS ASSN 7100 MADISON AVE GOLDEN VALLEY, MN 55427-3602 STEVEN A FRIEDRICHS 8955 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 SOUTHWEST METRO TRANSIT COMM 13500 TECHNOLOGY DR EDEN PRAIRIE, MN 55344-2283 STATE OF MINNESOTA - DNR 500LAFAYETTE RD ST PAUL, MN 55155-4030 TARA NIEVES ARGUIJO 8961 SOUTHWEST VILLAGE LOOP CHANHASSEN, MN 55317-8589 SOUTHWEST VILLAGE TOWNHOME ASS 971 SIBLEY MEMORIAL HWY SAINT PAUL, MN 55118-2856 STATE OF MINNESOTA - DOT 395 JOHN IRELAND BLVD 631 TRAN ST PAUL, MN 55155-1801 THE RYLAND GROUP INC 7599 ANAGRAM DR EDEN PRAIRIE, MN 55344-7399 THOR BENSON TIMOTHY M VICCHIOLLO TIMOTHY S & TAMARA S MILLER 604 SUMMERFIELD DR 583 SUMMERFIELD DR 579 SUMMERFIELD DR CHANHASSEN, MN 55317-7644 CHANHASSEN, MN 55317-7645 CHANHASSEN, MN 55317-7645 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2015-16 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, September 15, 2015, at TODp.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request £or Rezoning of Property from Agricultural Estate District (A2) to Planned Unit Development -Residential District (PUD -R); Conditional Use Permit for development within the Bluff Creek Corridor, and Subdivision with Variances of approximately 8.5 acres into 21 lots and 4 outlots on property located at 9170 Great Plains Boulevard. Applicant: Arbor Glen Chanhassen, LLC. Owner. Gumetb Properties,LLC. A plan showing the location of the proposal is available for public review on the City's web site at wwwci.chanhassen. mn.us/2015-16 or at City Hall during regular business hours. AR interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous(<,. ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager onThursday, September 3,2015* No. 41831 /a --1,(.o Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331 A.07, and other applicable laws, as amended (B) The printed public notice that is attached to this Affidavit and identified as No.—W-0 was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdet'ghijklmnopgrstuvwxyz LBy: Laurie A. Hartmann Subscribed and swom before me on this day Of15 JYMME JEANNE7E BARK NOTARY PLWC - WNNESOTA No he WY CO10W SSION E)PRES 01/31/18 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum mte allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter..............................................$12.59 per column inch SCANNEL" March 6, 2017 Paul Oehme City Engineer/PW Director City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Arbor Glen Dear Mr. Oehme: 15-/(e E-mailed: poehme@ci.chanhassen.mn.us The Metropolitan Council Environmental Services Division has reviewed your application for a sanitary sewer extension for the above project. This project is in accord with your comprehensive sewer plan (CSP) and consistent with the regional wastewater area. We will file this project as part of your CSP and inform the Minnesota Pollution Control Agency that we have no objection to the installation of these facilities. Sincerely, Kyle L. Colvin Manager, Engineering Programs Environmental Services Division KLC:ALB:jdl Tracking Spreads heets/sewer.ext ltr/chanhassen.030617.doc cc: Corey Mathisen, MPCA (corey. math ise n@state. mn. us) Dan Schmidt, Sathre-Bergquist, Inc (schmidt@sathre.com) METROPOLITAN C 0 U N C I L SATHRE-BERGQUIST, INC. 150 South Broadway Wayzata, MN 55391 Phone: (952) 476-6000 Fax: (952) 476-0104 www.sathreoom transmittal Date: February 22, 2017 Job#: 83000M �3to05-601 To: Stephanie Smith From: Dan Schmidt City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Regarding: Arbor Glen Phone: 952-227-1160 Rl Herewith ❑ Fed Ex ❑ Under separate cover x Courier (3 -hr) ❑ Mail Notes/Comments Please call with any questions. CITY OF CHANHASSEN RECROVED FEB 2 2 2017 RING EE"a DET CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: MN BWSR LETTER OF TRANSMITTAL DATE JOB NO. 2/22/17 ATTENTION Ben Meyer RE: Avienda WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 CD of Histo 2007 - 2017 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS If you have any questions, please contact me COPY TO: SIGNED: Terry ffery, ) 227-1 6 If enclosures are not as noted, kindly notify us at once. T McCain Stephanie Smith Citv of Chanhassen Market Blvd. Chanhassen, MN 55317 LETTER OF TRANSMITTAL Project No: 63 Date: 01/12/17 Project: Powers Ridge Senior Apartments From: losenh Radach We Transmit To You: Sent by: Drawings ® For your information and files ® Mail Report ❑ For comment or approval ❑ Express ❑ Data ❑ Returned for correction; Resubmit ❑ Messenger ❑ Correspondence ❑ Approved as noted ❑ Hand Delivered ❑ Other ❑ ❑ Other - PDF Email ❑ Copies Description 4 Site Construction Plans CITY OF CHAW JAN 18 2017 EacweE Remarks: Ms. Smith, On behalf of Trident Development, please accept the enclosed civil documents for the referenced project. If you have any questions or require further information, please let me know. Thanks, Copy to: Roger Fink - Trident Development Signed: e�ww r42_ 3890 Pheasant Ridge Drive NE, Ste 100 • Blaine, MN 55449 • Tel 763-489-7900 • Fax 763-489-7959 • carisonmccain.com r Minnesota Department of Transportation ST PAUL 9� Y Metropolitan District "_MN.550 U.S. POSTAGE>>PITNEY BOWES 1 amn P Waters Edge 04 AUG '17 �(/ ��i 1500 West County Road B-2 PM.2 L ZIP 55113 a x.460 Roseville, MN 55113-3174 ; 02 1VV 0001402535AUG 04 2017 RECEIVET) ��\D"`} AUG 0 7 2017 C1 �� CY�G �hc1 S<1 CITY OF CHANHHOoEN 55317-0 1 474? !h))I16lputs,)l1PE'l!)1!i')'))'1)Il!'))11'1)Ii)'1)1611tf)t (OS"4Z6) 00 0 1 ENTRANCE MONUMENT I I s / 1TLOT E�stzQ,; GAS GAS GAS -------------------------- C.S.A.H NO. 18 (LYMAN BLVD.) BERM OUTLOT A GAS GAS GAS -- - —GAS — GAS I I f r -------r — — ----- �6) — —— Ir — �I - T— 7_ IT s6.a71 1 I _se- —4-4 i 1_ 5 I IN l59� I II 1 I = 54.00 — I I — 54.00 — I J L BERM GAS GAS GAS ---, I----T —�TT----, USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUISE INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. TYPE MANAGE PERMANENT BUFFER WIDTH 25 FT I 6 I I�, I I 7 I I 8 I 9 I I� I i� 54.00 — I f 54.00 I I I 54.00 I I 0 97_39—_— I I I I J L_ I I 14 Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 04/08/15 \ c ro —m r— I fo rn T ---saw _---- `�-°o-�+U�_e*11 a / r 90 .30 a 1 — sa.o0 I— — 57.00 � 1 s7.00 — a I 5400 LL 1 sa.00 11 1 --=--- �,' 18 i i 17 16 --- o f---- l ® a 15 1 1 14 21 1 13 ; ;n 12 ,' ,�► / L1 11 _ 1 _ J I 1 _ I 54.00 J L_ IIIIIIIIIIIIIIIIIIIIIIIII l— — — — — J 1 I—_-- I I I I I III 1 1 1 1 1 1 1 1 1 1 1 1 ... I I I I I I I I I I ni ITI nT p I� 1 1 9843 I -- r r r r r IIIIIIIIIIIILII.. 1111111 m b �) 1 I 11— 10 I r WETLAND BUFFER I I 1 L—_-- L____J 01 IIIIIIIIIIiI IIII 111111 in, , , , , , , POND #1 IIIIIIIIIIIIIIIIIIII Drawdown -896.0 IIIIIIIIIIIIIIIIIIII NWL 899.5 HWL 903.5 00 111111111111111 89III.II.I.I.II.II.II.I 111111111111111 r r r r r r r r _ _ _ r _ r _ _ IIIIIIIIIIIIIIIIr. r r r _ r r r r r r r _ r r r _ 111111111111 I�III I 30' EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES SITE INFORMATION CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.2-4/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT— 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND NO. CITY CODE USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUISE INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. TYPE MANAGE PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION IJW 11 1 1 CHECKED BY 12 DLS 13 DATE 14 Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 04/08/15 11111111111 11111 r r r r r r r r a a r r r r r r a r r r r I I I 30' EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES SITE INFORMATION CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.2-4/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT— 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND NO. CITY CODE USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUISE INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. TYPE MANAGE PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION ml� 50 25 0 25 50 100 ❑ ❑ ❑ ❑ F1 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUISE INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMADUIYREGISTEREDPROFESSIONALENGINEERUNDERTHE LAWS OF THE STATE OF MINNESOTA. DD✓� ;'��y/�Q/ Dlc ��Z%� EELS S�R� �� SATHRE-BERGQUIST INC. u N o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 8 w `�MINNESOTA c�FRS P0P`'� CITY PROJECT NO. LOT COMPLIANCE SHEET ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS MDM 07/26/16 GRADING REVISIONS DLS 09/12/16 WATERSHED DISTRICT REV. DLS 01/25/17 FINAL PLAN SUBMITTAL MDM 04/07/17 REVISE SITE PLAN DLS 04/21/17 REVISE SITE PLAN DRAWN BY 10 HANHASSEN IJW 11 1 1 CHECKED BY 12 DLS 13 DATE 14 Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 04/08/15 ti I 4 al —T---------------------- C.S.A.H NO. 18 (LYMAN BLVD.) 1 _; 1----------- ENI _ _ BERN i . OUTLOT B '.a..I dP "ITS owELl%'L1S^;Sh ---- ---- 4 1 1 , VlVyM ..„I. CURRENTLY ZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE RESIDENTIAL 1.2-4/AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B310 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) -------------- SHEET Ducriptlon t mom 2-3 OUTLOTA "--`--"—"L°— Sanitary Sewer and WatermeYl Plan 5 Stonn Sewn Ren 6 7 B 9-12 Grading Plan Erosion Comro1 Plan _ Landscape Plan City Daaik – TITLE HAN HA$S EN ARBOR GLEN 23605401 1 _ pNWNBY OY EOM REV6®PIEI IS woe lHrtI CMECI(EDBY m DLS 0]1.116 WATERSHED n -a 10 MDM OT/1fi/18 GRMING REVNION6 MlE D -D4HV5 WA DIB REM L NSISUEF 011 LOSSES llE IOR LLPARTYLEGALLYRESPONSIBLEFORpAMAGESg3LOSSESRESULTRIG FROMILEGRIMAE6E ♦ a/ eIe NP I 12 II - - 1 II 1l 1 I 1T�--' 3 I1 1l j 4 I, 5 1 ®mm 10 tl L ---- ---- 4 1 1 , VlVyM ..„I. CURRENTLY ZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE RESIDENTIAL 1.2-4/AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B310 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) -------------- SHEET Ducriptlon t mom 2-3 1 Street PIaN 0 Sanitary Sewer and WatermeYl Plan 5 Stonn Sewn Ren 6 7 B 9-12 Grading Plan Erosion Comro1 Plan _ Landscape Plan City Daaik – TITLE HAN HA$S EN ARBOR GLEN 23605401 1 _ pNWNBY OY EOM REV6®PIEI IS woe lHrtI CMECI(EDBY m DLS 0]1.116 WATERSHED n -a 10 MDM OT/1fi/18 GRMING REVNION6 MlE D -D4HV5 WA DIB REM L NSISUEF 011 LOSSES llE IOR LLPARTYLEGALLYRESPONSIBLEFORpAMAGESg3LOSSESRESULTRIG FROMILEGRIMAE6E ♦ a/ eIe NP MINNESOTA ARBOR GLEN CHANHASSEN, LLC 12 pNws5rl4EP1 DYO: 01-11-17 Lc. Np. ]M/i OWalS 5—Ol(15I1 FI AL ®mm ©© oao 0—_ d HIGH PRESSURE PIPELINE EXcava6on III Collsmroeon Pm bred wl a t e pliaNe� wia stab om4all, AND widoe wffe Permission Flom MAGELLAN PIPELINE, LP. PREPARED BY IFPWPARED FOR II PHONE. 16511$5 X)88 SHEET INDEX TABLE SHEET Ducriptlon t 77DB 2-3 1 Street PIaN 4 Sanitary Sewer and WatermeYl Plan 5 Stonn Sewn Ren 6 7 B 9-12 Grading Plan Erosion Comro1 Plan _ Landscape Plan City Daaik CITY OF CHANHASSEI, RECEN"m CITY FEB 2 2 2017 RECEIVED $EP b"", ENGMIEERRIG DEPT FEB 2 2 2447 m 0 m SO 1m .omem IIIIIIIIIIIM SCALE IN FEET CHANHASSEN PLANNING DEP IMATE WAY ONLY. TIECONIRALTOR SIW1pElERM1IlE THEFJIPfr ''I A MAGELLAN REPR NIAllve Nual BE FMIII UUIFQWwONAA WPr_ LINIL(5) E%ISTINGUTILITIES SHOWN PRE SHOWNLI LOCATION ANDALLEXISTING UTILITIESBEFORECOMMPRCINGAWA IEAGREF3 TO eE FULLY RESPONSIBLE FOR IE BEFOS -L ANI ANY ANO ALL pAMAGFS gRISING IXIT OF HIS FAILURE TO EXACTLY LOGTEaIO PRE�NE ANYAND ALL puSTING UnLITIF9 DRAWING NAME ND. BY DATE gEw91CK4 USEIINCLU0N)GC YING,DISCTI I HEREBY CERTIFY THAT THIS PLAN OR SPECIFM.ATON WAS CITYPROJECTND. FILE NO 6QO OB IXS OYt0l1fi WATER RBIEREVIBIpt9 SpN,ANDpRCDHVEYANI£OF INFORNATION)OF THIS FROOIICT IS STRICTLYPig111BI1EpWmgUS SATHRE9ERGWIST,INC'a EXPRESS WRITTEN AIRHORPATON. IlSE WIIIIp1T &VDAUTHGRRATwNCONsrITT.INCOILLEGIrI1MTEUBEANDSHALLTIIFABY INDEMNIFYSATUISLIN RESERVESTFARICIHT O HOLD Y. SATHRE9ERGOUIEr R R Hr TO IUUESSSS ITI�MIaESUI-T PREPARED BY IS ORUNOFR MY OIp£CT SUPERVIS UNDERiNE ANA WILY REGISTERED PROFF.44ONAL ENGIla�3UH19t 11E IAWSOFTIESTATEOFAONESpTA (, Q fr ,( %/ {Fy ayVH '3 a g y SATHRE-BERGQUIST, INC. 1m EpITH BpMDWAr,MAYUTA,NN 19a I>NO elBmm – TITLE HAN HA$S EN ARBOR GLEN 23605401 1 _ pNWNBY OY EOM REV6®PIEI IS LIw ro NUM OV1Snfi RFTEIISH ffT8 lHrtI CMECI(EDBY m DLS 0]1.116 WATERSHED n -a 10 MDM OT/1fi/18 GRMING REVNION6 MlE D -D4HV5 WA DIB REM L NSISUEF 011 LOSSES llE IOR LLPARTYLEGALLYRESPONSIBLEFORpAMAGESg3LOSSESRESULTRIG FROMILEGRIMAE6E ♦ a/ eIe NP MINNESOTA ARBOR GLEN CHANHASSEN, LLC 12 pNws5rl4EP1 DYO: 01-11-17 Lc. Np. ]M/i OWalS 5—Ol(15I1 FI AL -------------—C.S.A.H NO. 18 (LYMAN BLVD.) -- — — — — ----� ENTRANCE BERM BERM MONU - OUTLOT B OUTLOT A r-- ---- — I m {ASL hel a _ I aa• ;11 �R$ 9'uaA 1 L I, I I <mOb I 9ewfJ I I9B19 it I I B'el lf°� I 1 I p.ppp jpl L. _i 1199141 1 I, O� I 1 OOLOdM I G9� �- Z m0 m ,I 1 6ptG dl I I 8� I SLtBdL oeRas m rt10 mpm'" )^lD'9Le d6D i aee� y Dua dD� i meJDm B O ab _ _ � � ; - - of $ -"o -I ok 4m I (q 7°Fa�WOI 1M., - /i \ ,, 6'dO; 4 111111 ISI �'L 7. 11 / lB y l 2za°'ey.. wok c$ IIIIIIIIIII III �� nb6 /�•{yG° IIIIIIIIIIilllll 'li II :Ili '/ / y W., /GP rPol+z° � 41IC tA\ Iillllliillllllllllllll � , , , \ 4 // \ --_ Ise wEnANo SUFFER I L I I ,y4+i a/ aT •� (IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII / ao�y3 (rep t r of oids� a� I I I I I I-\ / /APlyb-3 1/ -rF atzs I IIIIIIIIIIiIII WO ' _ 111 11111111 BF 9075 1 - - I I I I IIIIII i 1111111 1111111 1111111 _ _ _ _ _ III I FL fu a NO e � _ UK to Beat, !i <o Baµ 10 Meor Cheered Ell 0. 1/Y ADoes Ed, m l 3.3h.2 ) We 1.5 : 1 T. lake I. 5eea t %S-MNEOT 2360 5PMf83WB N sae. Dmbrtue Tock Cost - 237 ountable Y-MNDOT 2360 SPN9B33DB b haste aro t2' -Cl.- 5 Aac l ale Base M MI 31{938 SMect lYauJar Bmw (Sm Note T; Rlht ! A Y R,esd t,- 11.5— MB -1 q e] 0 11— Sol 1 0 75X '. Teased Al ,bea a t of men a cata bl,n q n eb .. _.., tall q PI l of v bahl— A feet rall of . gegarea sulah,nics, sl BepMarmea by lbe om> he Pre 1 ^C a t lb all t -than" fo re,,Te ee lional bgroae an chon based a, the test had B. U, - le sno be aarea olony both saes of rooaeoy see Pate 5232 tw aelu e. CIT[OF TYPICAL CHIMER RESIDENTIAL ROAD MaOM s,sl ROAD 1 Ul Nwlaa sm6m1 Essl LEvm LXNlCMS DIMbI DeYNpls L+ Oe00m �ISSY e PVISTAte5000, LOW PT 8TA:2eaS0 stn W 4 4.1111I4 3. PRIOR TO COMBUSTIBLE CONSTRUCTION. FIRE HYDRANTS SHKL W SERVICEABLE A MAGELLAN REPIMWNTATNE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) C1 Oem.n am 6131 W. a, 51 4.3P6 12 MMm w y d MAN 352.19'1133£ Y _ '2OOfL_ __- C2 tea37 GOAD U74 sWIVOI ME !12hRr ' u le'l — 3330 SP02OG.U'E IU ay 0 te9G-01 am 9811 s81G'30.3pE I9'3ta' G team 4800 10.0 wroll.A1.nE 14WWF a 3e011] mm 79.71 Sn SVQ.OGE iG'28m• U Menm 4m Sal 1135E ROAD MaOM s,sl ReOu lalsl tnwvG Dilemar OWMA10. Ul Olmm nal eM•a'03.82E O3 Denzil 43l I aT20'01SB£ 4.12+R• LO team Ma I NG9 vuIlsE ROAD mool allml RaOu LSN91 t°aQ1MG Deedul OMYAA99 cr I oma I am M2m Ill 1M 59.19£ s 11- L7 Ose WW I N1.2B'4T.af WARNING 900 NIGH PRESSURE PIPELINE FIRE NOTES Excavation d!W/O! Cg18WGLIXl ProlB N1°0 1. FRIDR TO COMBUSTIBLE HOME CONSTRUCTION, FRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHA1L BE MADE Wil COlnplil wild State One -Call, AND SERVICE BLE 2. STREErsIDNs SHALL BE INBTALLEp FRBM TO MIROING F9iMITS BEING WSUED WiIJout Wlinen PfNrF, 7411 F,w, FIRE MARSNAL MUST APPROVE STREET SIGNALS. �ISSY e PVISTAte5000, LOW PT 8TA:2eaS0 MAGELLAN PIPELINE, L.P. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION. FIRE HYDRANTS SHKL W SERVICEABLE A MAGELLAN REPIMWNTATNE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT 950 - No 900 $ $Y L1C39%- 910 a HI HPT STA :+e2 S2 LYLETOr 310 HIGH PT ELEV. hhN �ISSY e PVISTAte5000, LOW PT 8TA:2eaS0 4*I ELEV 921 SAs1 LOW Pf ELEV 919.4 t ^m K36M Pg- IOW STA ZMOO 930 m g PVI KiGm� V ? 930 w y d �j Y _ '2OOfL_ __- 920 -- - 920 a 50 10I0 +rox m0 — 910 900 25 D 28 -g hhN ale �j _ a 50 10I0 SIU IU ay mal $ aag me -m ms m mg m me mn m m' es m(Fj on m ■ �SCAIE M 3 m s M FEET LIR Ila Ile MARTA peep ONS OHIO te00 lea Zea 3H0 3{00 34D NOD MSO 9000 6{90 BeW EXISTING ULILITIEB SHOWN APE SHOWN IN AN gppRO%IIMTE WAY ONLY. TIE CpOPACroRSHALLOETBIMiNE TeE ExAGT LIXATDN OF ANY AFD ALL EXISTING UOLITES BEFORE COMMENCING WIXtK IEM>I✓ffS roBE fULLYBESPONSBLE FOR ANYAND ALL DAMIAOEs RAISING WT OF HIS FNLURE TO EXACTLY LOCATEMD PRESERVEANYAFDALLSXISTING UTILITIES DRAWING NAME ND. BY _ DATE REVIBIOI6 _ UBS COPS D NDA3RCONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION Ill OUT PROJECT NO, FILE NO. DRAlIlN RMIKTIOING PR IJCT I STR)C 6A _ TMAT' AMAWLYREGISTEREDR30FESSn) E NNGI EERUNDERTFEG �y AY' `MA Fa FINAL STREET PLAN z3ea00+ BYBY Ol MOM WIN W MOM "lima REVISFDEkWMENTS�S 07/+9/16 REMSEOSHEETS REpERGDUIBT'NC�'a0E%PRESS WRITTEN AUTHORDATION. USEWmgUT s IDAUTHOR lA NC 511TUMSMILIEGiTIWMUMMD514LLLTHEll IMNSOFTHE STATE OFMINNESOTA ? `'� SATHRE-BERGQUIST, INC. DHEcNED BY Do OLS IDBN9 wArERBHEOREVISpNS - - - _- INDEMNIFY SATHRE BERGDUIST, INC. OF ALL RESPONSIBILITY V V HANHASSEN ARBOR GLEN SATHREpERGWIST, INC. RESERVES THE RIGHT TO HDLD ANY ILlEGm1MTE �� / / 41„ a� ' i "• 1w S0UTN BRO♦OMW III MN.SOON 011 ST690D0 DIB +O MDM (/Bile �GRAOING REVISIONS USER OR PMW LEGALLY RESPONSIBLE FOR DAMAGE$ OR LOSSES RESULTND .O' -'VL!' a •y MINNESOTA �3 tulE + 6'wArEnsNED DISTRIOT REV FROM ILLEGUIIMTE I6E Deft SdIm4PE PSP eIe ARBOR GLEN CHAN HASSEN, LLC 1L 5 FINAL SIMM AL DW'. 01-11-+1 I.F. NO. 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HIGH PT ELEV 91549 MMMM■ A MAGELIAN REPRESENTATIVE MUST BE_ PRESENT DURING WORK AROUND PIPELINEISI' PVI STA0.13 m M100(N BOgLE IN FEET wl ELEV 91549 ANY AND ALL DAMAGEBARISING WT GF HIS FALURE TO E>%TLY LOCATE AND PRESERVE ANY AND ALL E%LSnNG UTILITIES KW 3.$ (INCLUDING COPYING, DISTRIBUTgN.ANDNIi CONVEI'ANCE OF .t� 930 FIEND. S SC7 REAEIEIW3GGlOFli THIS NCR E%PI>TESSNRIT NPRGHTIgRI I�jgTpN USEWITHpf7 AMILYS$Y-GISTAFpPROFEa610N�K LIF 0 T ETI tP • "*,q A w — m aeoBOO, 11'11 920 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMSTE USE AND SHALL TIe3®Y INDEMnIFY SGTHRE9ERGOl1Isr. INc oFgLL RESPoMSBILm. SATHRE-SERMIJIST.INC RESERVESTHERIGHTTOHC)DANYIIIEGmMVTE USER OR PARTY LEGALLY RESPONSIBLE FDR DAMAGES OR LOSSES RESATWG uws OF T1ESTAlE OF 4NlEPDTA . 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BY DATE REVISIONS .USE -- - (INCLUDING COPYING, DISTRIBUTgN.ANDNIi CONVEI'ANCE OF I HERESY CERTIFY T T THIS PLAN OR aPFcwlc II N WAS CITY PROJECT NO. FIEND. S SC7 REAEIEIW3GGlOFli THIS NCR E%PI>TESSNRIT NPRGHTIgRI I�jgTpN USEWITHpf7 AMILYS$Y-GISTAFpPROFEa610N�K LIF 0 T ETI tP • "*,q — FINAL STREET PLAN aeoBOO, DRnv er W rp t5l18 REVISED EASEMENTS m ae reM 0mWie REVISED SHEETS _--- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMSTE USE AND SHALL TIe3®Y INDEMnIFY SGTHRE9ERGOl1Isr. INc oFgLL RESPoMSBILm. SATHRE-SERMIJIST.INC RESERVESTHERIGHTTOHC)DANYIIIEGmMVTE USER OR PARTY LEGALLY RESPONSIBLE FDR DAMAGES OR LOSSES RESATWG uws OF T1ESTAlE OF 4NlEPDTA . " F j, SATHRE-BERGQUIST, INC. _. t50aWTHBROADWAY WgYIATq,MN SSE( (95314)69JLO HANHASSENi MINNESOTA ARBOR GLEN cHELI®9Y ® q$ Q7/lyle WATERSIIm RLVIBj - Dim 10 LpA 0)RI'✓16 GRADINGRE\ASIOKS ---CAM— 11 'o—/91/1 DmWSeImmLPE wATERSHEDDISTR.CrREv �MOM ILLEGIPMATEUSE q A6 ARBOR GLEN CHANHASSEN, LLC 12 DlCy15 12� UTTl9,'! 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FBE HYdUNT5 SHELL M SERVIGEA$LE. war W1 MH E)L 1 MH to $TA3'Z2.4' STAD.DB.o STAMOB.a RM=22.1 RIIA Y 7 MAIMS BLD: 218 AN NE s AT.A. SIAiP Sy BE 45BNL1.n TO wATE . ASTAWIIw TO MTKY NAT IT LRET$ YIMMW G`AOE GF 0AA EMTWG r ADE 9230 V003NO0 EST NCAA Cf pWE:H1E - 91]0(FlE111 Tcner wTIOR TD ea.smBenm) MHt PIIGPOSED IRAOE-9}IB $TA:$Ei2$ pRIX+05Ep POM pP5E139 )-9iE 2i RIM822] BID:N.B ST �+�2 MH3 xvMM1N! RM'9209 STAC+51B - — B1D: 19a RIM1178 MHN � BLD: 119 STA5.23.1 e TS'MIN RIM1ID2 USE (INCLUDING COPYING, DISTRIBUTION.ANDDit CONVFlANCEOF eoE=ne) 1 123 r no BLD:18.1 / DRAW —By I}' GnS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT aIId )SMIx war W1 MH E)L 1 MH to $TA3'Z2.4' STAD.DB.o STAMOB.a RM=22.1 RIIA Y 7 MAIMS BLD: 218 AN NE s AT.A. SIAiP Sy BE 45BNL1.n TO wATE . ASTAWIIw TO MTKY NAT IT LRET$ YIMMW G`AOE GF 0AA No 3Tm 4MO 5100 $a0D ]WO BTW 7100 18Ht0 w N. 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SATHRE-BERGQUIST, INC. la n. ] nu arrevo vnot REVISEDSHEETS CIEC w OLS 07,,jI6 WATERBHEDREWSION$ INDEMNIFYSATHRE-BERGQUIST, INC. OFKL RESPONS®ILRY. 1e 970 w E ARBOR GLEN FooD OLS 10 MOM D]RB/1B GRAOINGREVISxTNS SATHREAERGQUIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGIDMATE % j / $ ,,,, Too SOUTHBROVDWAY WAY2ATAMIN MUST L1EDDaeOoo DATE 1 m-WATERSHEODISTRICTMY rNvc ems rPIC.. -��• DIPTW smm0 y�r R sAMeaNn S Toev OOFx g ARBOR GLEN CHAN HASSEN, LLC � j wDBns FlWILPUNSUBmIIw Dst,, v-1 SMA Mw 900 990 No 3Tm 4MO 5100 $a0D ]WO BTW 7100 18Ht0 w N. PRIVATE DRIVE STAT)ONI-M-DAd1+00 tx M IM MHS MHS STA.NH2) STAOTB9.0 WHO HeenNO RIM 9157 BLD12.] RIM11A53TAItl08� 919 920F` 920 . SLD:187 MM1142 / / BAD 102 xlOnexT A / IFAALW 910 81U 970 / reE rgasr PE.O vaiNY FA'�srwO wv N rdO 1MIEAMVI rw .IXA.'ns a. rP.c FP4C ®w mMasrra .B nSALFG.l $sALFOag rem IT 900 TeMA 0 ) rWASS I.A 999 ream eW 1 2 = T-Mp, EXISTINGUTILaIEBSHOWNARESHOWNINANAPPR0k1 MWAYONLY. THECOMHAL RACTORSLDETFRMINETHEEXOCT STORM STATNNIING 1.58 V003NO0 000 NEO ✓ LIXNAD AXISTNGUTILITES BPOOMMENIGWHE AGREESTO E R IBLFg M58 ING) 1.00 2T00 AMDALpMRISINGOTOHBENCOROCLYLOMAO RVNgDALDSTINUILIRES. DRAWING NAME NO. BY ENLOBASE 00 OLE DATE I REVISIONS SWIMS USE (INCLUDING COPYING, DISTRIBUTION.ANDDit CONVFlANCEOF I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS D"`'FRaECT"°. FINAL SANITARY SEWER AND WATERMA N FILENO_ DRAW —By WATER REUSE REVISINNB INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPFRNSION AND TNA TI AM A DULY REGISTERED PROFESSIONAL ENGINEERUNDERRE ow9 egn eg _ 23806401 N MOM LVW a MGM"o�n9%16 01I15HB REWSED EASEMENTS SATHREAFINGOUIBT,INC'e E%PRESS WRITTEN AUTHORDATION. USEWTIl SNOAUTHORIZATIONCONSTIT MSANIUMITIM MUSEATDSHALLTHEPEBY LAWS OF THE STATE OFMWNESOTA A f SATHRE-BERGQUIST, INC. PLAN REVISEDSHEETS CIEC w OLS 07,,jI6 WATERBHEDREWSION$ INDEMNIFYSATHRE-BERGQUIST, INC. OFKL RESPONS®ILRY. HANHASSEN ARBOR GLEN OLS 10 MOM D]RB/1B GRAOINGREVISxTNS SATHREAERGQUIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGIDMATE % j / $ ,,,, Too SOUTHBROVDWAY WAY2ATAMIN MUST L1EDDaeOoo DATE 1 m-WATERSHEODISTRICTMY usF13oRPARTYLEGALLYRESPoNsiBLEFgiD/JMOEBpiLOBBESREBULTTNG FROM ILLEGITIMATE US£. -��• DIPTW smm0 y�r MINNESOTA ARBOR GLEN CHAN HASSEN, LLC � j wDBns FlWILPUNSUBmIIw Dst,, v-1 SMA Mw P`Pt - �-- - --- ----- --- C.S.A.H NO. 18 (LYMAN BLVD.) --- -�- \ ^16s V 1 OUTLOTB - WILLIAM ERD$ PIPELINE EASEMEV _ I I I I ms e9tr FAN1, w 311 -0-0 ,u9'LNM �L -- m< IN. Y. O - "' elf SOWA I J M Y IS w mew I 281941 ej 1 I I m .7 °. :'I. 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II111 xwL-9Mn I I 930 920 910 930 910 910 �'°cc�i3 e�in:s 10:9135 TO 8138 920 GN / 000 9LD'4p BlD'{S t8S-12%F --- CL5@t0B% 910 990 M6-44RCP 450.15 41 CL4@6N% CL.5@-1. 1% ¢H¢ gHg ¢$¢ Ad 3 it 90o 990 990 a 870 MW 890 1 4 N0 0.00 1 9%l) 930 TC 9178 f i nm91D:4�D® T 41 T 0.0 SS T;TC MIS 920 910 I FEBTAME $InN9x9tLn� TYPE STRUCTURE TABLE STRUCTLRE TYPE OW.ETEt RIM SUILO INV CASTING NOTES 2 3 sTw DNA,[ w 4S M73 9M9 4S az 9925 R--16429 900.7 R-16429 4 CBM, w BMA 48 9650 R4342 5 CBM) 45' MIA AT 9073 R4342 6 CBMN 4a' 9118 BS M2lk3 T CS 2r 48 9019138 9R� 6 CSM1 45' 9138 4S 9M0 R-3067 9 CBM1 41 MAI 4.11 9100 'R-3067 10 C9M1 4a• M41 4.1' 9108 R 306] 11 DOWN 4a' 918A 4z 911.7 R4342 12 C9M1 45• 9H147 9123 R-3067 9�� U O 2p MU 48 M28 83067 M CIS 219 9198 48 =5 R30U i nm91D:4�D® T 41 T 0.0 SS T;TC MIS 920 910 I FEBTAME $InN9x9tLn� TYPE 8LNm99NNls TYPE 817E L9a) 9P/ C.V.RP WP 1 Fib 24 MT -0 12DY. 16 FE8 b Mal 9C.Y. ounErslRIK:n9ETABLE $InN9x9tLn� TYPE INV DETA6 16 OB �� BEE 8TRlICTURE DETAIL 214{'-121+19+ �r@per 113.9'-18M RH CLs@0.9D% IDa59zlCP $$ CLS@212%83.1'a oAm; » $$ 88CL5@0.45% 000 �$1 1 Y' > 4 1 1 &'Z &'Zio 890 888 0•W i100 2.00 3ND 4NID 5H10 5✓15 930 920 920 c:9a61 c. weA TC'. 8151 BlD 43 TB 914D TC: 8141 1C 9138 Ism 111!14.1' _ BLD: {.1' TC:IQS$ 020 8101w7x - -'Z4 TMF2? 910 Mn:ez o®eTa rc e4 HW 9tD:4.3 D® NS 149.1-15TCP -- 910 NO 900 CLS®0.34% r � ' M4'-15RCP MS-151N'•P 12CYA CL3 i1.9-12RW CLS@693% CL5@1.14% 1991'-1 CLS @ 131% 12.3'-1 SH 31.1'-15ACP LS@9. 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RESERVES THE RIGHT TO HOLD MY ILLEGITIMATE USER OR PMTY LEGALLY REBFVNSIBLE FOR DAMAGES OR LOSSES RESULnNG w F MINNESOTA DATE PROMILLEGITMATELISE. NATHANRNERMAN,PE. i +� Mt CHANHASSEN, MN 12 BMDBOR Deb: 0 L W. X117 vaF PLAN (M Of I :!. SE14F CATCH BAS, 1811UM 2 A Y WCTMINLAR ` }1C Qlf ^r Patio wnET ® CCNIROL S1RU<NM .. .-cs ` 31M z�a�u�rw >iirrioviivs 'i�I ""R= �¢unma nnwmuua®c mvea. �f ATEAT STREET PATCwxc AT NANMIXES IXi GVALKS (BINMINW S) wwu1^Rc tt^ ` 52028 a I III l._ {iI 1 T nawtL:I nu sr RE.MTAL BINMNWS L D- - •. WIN SECTION ® i0N1-17 vn LLE' (M Of I :!. SE14F CATCH BAS, 1811UM 2 A Y WCTMINLAR ` }1C Qlf ^r Patio wnET ® CCNIROL S1RU<NM .. .-cs ` 31M z�a�u�rw >iirrioviivs 'i�I ""R= �¢unma nnwmuua®c mvea. �f ATEAT STREET PATCwxc AT NANMIXES IXi GVALKS (BINMINW S) wwu1^Rc tt^ ` 52028 nln 3 �l cnnnl r n�Ti �I-II MSN VOR k MAIM§£ flAhL4W MY,niWvf "` }1WA CLAN 4FOAL 31,211,111S.1 CAI� BAS. 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DE4 w INDEMNIFY SATHRE�BERGDLIIST. INC OF ALL RESPCMSIBILITY f —CHANHASSEN,RESERVESTHERIGHTTOHIXD ARBOR GLEN ILLEGMTn / 1... 1888DUM BILd1oWAY W1IYIATA MN. 59BI 1�91AB0BTUSERM MINNESOTA Zl M� rTE �LY RESPONSIBLE FOR DAMAGES DR LOSSES RESULTINGMIW RA�.� It CHANHASSEN,MND 2BW ARe 1\I oS L Lb. f smEEr AND �� rRamc slcx ,xsrAunncw �,rm_re yr a� w 0�f ucxnxG ry� ASSEMRLY IYi ansE oETaR 5241 -FI i e iSI t �i'I li i�ti•'ii�!' . l�1�6�'� 1- YNf I PeGnM1vn CUT Rmmps POge l0r 5 _._=GVEiaK CF➢Mw.n 5215 CIWYNTSFN nK OF➢ATYEH! RYJCY REawLLudrs rcw aK wE v7uGE ffi w QIFf I :IRE LANE 9GNAGE mY 0If ,- ttPIrAL BARRICADE Fwx¢nwc o 7- mm.; s P. .- TRENCH DETAIL TRENCH DETAIL omn<r am ep rs `R nm. MS.Iti T.. m 1 DETAII 52. D 5 3 ue r ' T Tu . 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Awpi LL9LIY8 - M0DEL#CG'3 e marc u .w. u..u..m oar en+.R WIN CATCH tk Dn � Lminuc PqE OgLLAN LnwRIYFnr e 1 LtITM SILT 30% SEDIMENT TRAP rra,e£Rxc cmwtvwr 5J0'_G USE(INCLUDING COPYING, DISTRIBUTgN,AND,➢RCONVEYANLEOF IMEREBY CERTIFY THAT TIIS PLAN ORSPECf'IGIN)N Wwq TMT�DETAIL SHEETSSATHREEERGOUIST,INC.'aE%PRESSWRITTENADTHOIWAT USE WITHOUT SAD AUTHORW C0 TITUTE3 AN ILIEGITIWTE U6 A1DU1Ws WADULYREGMTEREDPROFERSIONALENGINEFwUNHiTE TIE STATEOF w 'SATHRE—BERGQUIST, g 9INDEMNIFY INC. SATIRE♦3ER IST, INc OF ALL RESPOKSRILITY( f /.� ,,,,f M�, M IIWTIB0.01GWAY MWAT&WIl!Y1 MM 11661V°�I> 7HANHASSEN, ARBOR GLENSATHREEERDOUIST,INC RESERVES THERIGHTT014DDAWIIIMMWM �' ... NESOTA i ♦ CHANHASSEN, MN FROM ILLEGITIIAM E NATHAN0. HEIaMW,PE eAs e4N 12 OSORDI Dom: o Lt No. myT •nom .. �J a fdf R RER arca acw/ � o.*a wFcn MlN «erne 5WiH -- rr mr-.am t>oasw_a a r :oboe sera mma+S CRU mw aff�...T I 5W21 354ACRES Wl£A ^ \ %;-- ar e w - m_ hK�'KF/�x�i -� -r w- s,wnw zm 6 Ru��r � oevwuort •" SJ03 w 1r �if CgCSYtj ��— •- 6` 8-`s iypy�gF-vassmr_. f{iS�.9J�SiYc1.n p T CiR:JSViVSJtTiii-_ e- RA5'S1SR4r�- as 1 �3 iawaxwx•aaixew• •wearer-••�.,-.--- Jw' _ 9iRR1aMSMRIRiwi- •iiM.>W4ii=MT1• I�,aggvs:'vm,.:ae�a •%ice}ssasmswRa •3'+.5�:�:a-�-1sz"�i3,F-c: - si:ra f �ie[�niiCMAa aia ?$ moi. ZS:v�-a Ta-mR s.uoum nu s-nim�e v o Wl1�iLYY�i!— JliiRC� •mTlSvY��.l�Sy�9`Z •vrarimav ••--�_- USE 1. UOIMG COPYING, QS1RISUiIGR. N �AMGE OF (HEREBY CERnFY 1HATTWS RAN OR SREQFlG1nON W/5 BRAi�R er snTR aEnwusr.�iMc.'•FJ(PRESS� WRITIERr AUIIIpi1AnOFl UBE WIi1pUi AM AA OULY MQST�EME�O ria is E rn�u�,nE�n. r '6o W' : — DETAIL SHEETS as swoAumawU,w�+�a+snn„ESAwIL�miv,,EusE,vosxALL, Y uwsQ� WATErx». A g 4 SATHRE-BERGQUIST, INC. cHANHAssEN, ARBOR GLEN 12 aEcla�ev woEMNFv sArtnE-eEncaUsr. mc. of au r+r<sPOHs9uTr. t<\ �p ,wsolm,e.u�owAr wAnwrl w.ss, R�l•+swoo SATRRERER ST. IMG. RESERVEST FvO TO MOLD IIiY IL LE AWM � �} 018 USER OR RMTY lE y RESPONSIBLE FOR DAMAGES M LOSSES RESIA W ♦� MINNESOTA �� FROM ILLEQT1MlE USE MATMAMRMERWN, RE �°y,. ,+* CHANHASSEN, MN 12 asacB• _ oat L Na M.1 _ Arbor Glen Chanhassen, Minnesota Projecttt 23605-001 Date Prepared for: Arbor Glen Chanhassen, LLC January 23rd, 2017 Prepared by: Sathre-Bergquist, Inc. 3360 Bavaria Road Chaska 150 Broadway Ave. S. MN 55318 Wayzata, MN 55391 Contact: Mark Eklo Contact: David Pemberton tel: 813-777-0015 tel: 952476.6000 BLOCK 1 GROSS AREA WETLAND AREA NET AREA WIDTH no SETBACK Lot 1 7,421 s.f. 0.17 acres 0 s.f 7,421 s.f 0.17 acres 63.5 +/- 11 Lot 6,777 a. f. 0.16 acres 0 s.f. 6,777 s.f. 0.16 acres 54 +/- Lf Lot 3 7,887 s.f. 0.18 acres 0 s.f. 7,887 s.f. 0.18 acres 54 +/- 1. f. Lot 7,880 s.f 0.18 acres 0 s.f 7,880 s.f. 0.18 acres 54 +/- U Lot 5 6,764 s.f 0.16 acres 0 s.f 6,764 s.f. 0.16 acres 54 +/- 1. f. Total 36,729 s.f. 0.84 acres 0 s.f 36,729 s.f. 0.84 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA WIDTH (a7 SETBACK Lot 1 9,436 s.f. 0.22 acres 0 s.f. 95436 s.f. 0.22 acres 68.3 +/- 1.11 Lot 2 7,376 s.f. 0.17 acres 0 s.f. 7,376 s.f. 0.17 acres 54 +/- 1.f. Lot 3 7,466 s.f 0.17 acres 0 s.f 7,466 s.f. 0.17 acres 54 +/- Lf Lot 4 7,774 s.f 0.18 acres 0 s.f. 7,774 s.f. 0.18 acres 54 +/- 11 Lot 5 7,076 s.f. 0.16 acres 0 s.f. 7,076 s.f. 0.16 acres 53.1 +/- l.f. Total 39,129 s.f. 0.90 acres 0 s.f. 39,129 s.f. 0.90 acres BLOCK 3 GROSS AREA WETLAND AREA NET AREA WIDTH (9 SETBACK Lot 1 5,895 s.f. 0.14 acres 0 s.f. 5,895 s.f. 0.14 acres 58.9 +/- 11.. Lot 2 5,459 s.f. 0.13 acres 0 s.f. 5,459 s.f. 0.13 acres 54.2 +/- 1.f. Lot 3 5,912 s.f. 0.14 acres 0 s.f. 5,912 s.f. 0.14 acres 54.1 +/- If Lot 5,108 s.f. 0.12 acres 0 s.f 5,108 a. f. 0.12 acres 54.1 +/- If Lot 5 5,243 s.f. 0.12 acres 0 s.f. 5,243 s.f. 0.12 acres 54 +/- 1.f. Lot 6 5,367 s.f. 0.12 acres 0 s.f. 5,367 a. f. 0.12 acres 54 +/- 11 Lot 7 5,325 s.f. 0.12 acres 0 a. f. 5,325 a. f. 0.12 acres 54 +/_ l.f. Lot 8 5,267 s.f. 0.12 acres 0 s.f. 5,267 s.f. 0.12 acres 54 +/- 1. f. Lot 9 6,558 a. f. 0.15 acres 0 s.f. 6,558 s.f. 0.15 acres 53.8 +/- It Lot 10 7,226 s.f. 0.17 acres 0 s.f. 7,226 s.f. 0.17 acres 53.9 +/- l.f. Lot 11 7,661 a. f. 0.18 acres 0 s.f. 7,661 a. f. 0.18 acres 68.4 +/- 11 Total 65,020 s.f. 1.49 acres 0 a. f. 65,020 s.f. 1.49 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 5,103 s.f. 0.12 acres 0 s.f. 5,103 a. f. 0.12 acres B 34,411 s.f. 0.79 acres 0 s.f. 34,411 s.f. 0.79 acres C 156,945 s.f. 3.60 acres 103,281 a. f. 53,664 s.f. 1.23 acres D 32,418 s.f. 0.74 acres 0 s.f. 32,418 a. f. 0.74 acres 228,877 s.f. 5.25 acres 103,281 s.f. 125,596 s.f. 2.88 acres TOTAL GROSS AREA WETLAND AREA NET AREA 369,756 s.f. 8.49 acres 103,281 s.f. 266,475 s.f. 6.12 acres ARBOR GLEN KNOB' ALL PERSONS BY THESE PRESENTS: That Arbor Glen Chanhassen, LLC, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet, thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest comer of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 71C of the Minnesota Department of Transportation Right -of -Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. Has caused the same to be surveyed and platted as ARBOR GLEN and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as created herewith. CHANHASSEN, MINNESOTA This Plat of ARBOR GLEN was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA M In witness whereof said Arbor Glen Chanhassen, LLC has caused these presents to be signed by its proper officer this day of 22017. COUNTY SURVEYOR, Carver County, Minnesota Arbor Glen Chanhassen, LLC Thomas L. Giannetti, Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Notary Public, Hennepin County, Minnesota SURVEYORS CERTIFICATE Notary Printed Name 2017, by Thomas L. Giannetti, Manager of Arbor Glen Chanhassen, LLC. My Commission Expires: I David B. Pemberton, 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 the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this Notary Public, Hennepin County, Minnesota SATHRE-BERGQUIST, INC. 2017. day of , 2017, by David B. Pemberton, Professional Land Surveyor, Minnesota License No. 40344. My Commission Expires: Notary Printed Name Mayor Administrator Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, Carver County Surveyor COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in Laurie Davies, County Auditor/Treasurer ti��as SURLF 2 p � N N Lin COUNTY RECORDER, Carver County, Minnesota day of and prior years have been paid for land described on this plat. Dated this I hereby certify that this plat of ARBOR GLEN was filed this as Document No. Luke Kranz, County Recorder M day of 2017. day of day of 2017, at o'clock . M. 2017. , 2017, and clTr RECEIVED ,Ery JAN L b 1 CHANHASSEN PLANNING DEPT • • 1 20 0 20 40 80 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ILL NOT TO SCALE Being 5 feet in width when adjoining side lot lines and rear lot lines, unless otherwise indicated, and 10 feet in width when adjoining right of way lines, unless otherwise indicated, as shown on the plat. The basis for the bearing system is the west line of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23 which is assumed to bear North 00 degrees 02 minutes 05 seconds West. O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 0 Denotes a Found Iron Monument Q Denotes a Found Cast -Iron -Monument CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 34.47 5=32°55'02" 60.00 S35°50'40"E 34.00 L1 27.27 N53000'49"E ERS SGRLF 2 p � N w q miv c�FRS P`P��2 SATHRE-BERGQUIST, INC. I ARBOR GLEN NW COR. OF THE SW 1/4, SEC.24 T_ S89°47'54+E 632.52 I 1 -N. UNE OF THE SW 1/4, SEC.24 I I I ----jl v..:.11.rl. IVV. I �i L_I IVIP�IV CiVVL_LV/ 1R i9 T I /N N I yo 1 V 3 o x S89°47'54"E 551.19 33.37 15.72 16.27 -___,,20.38 479.08 a OUTLOT A ,5 ,5 „ A=25°57'14" -------- ----------- 8j�� ~< ` rns �� OUTLOT B J� DRAINAGE AND UTILITY EASEMENT I S / 2y /e!i+ A OO n / -EASEMENT FOR PIPELINE PURPOSE PER DOC. 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I 9°`� N� \Av„ � N88°31'12"W 134.941 w c- o �2, R 2/ oN cy / h /\ O OO r'6 I \F` 00 AD a ,�, _ Z Rso �/ / N/ / 0 °� O• h �/ / 1 '\\ I \�,� \6'p �7 °AD\ a r� �� N7g°/6 33 / N / V o / ro / c'� 3F o l so % ` 1 � cP 1 3 N�/°4.16 58'/2„ o��CO 0 Nb / 4 ,5 sr' - 96.07 / ° ¢ 11� _O '^\ �KFT W 3� °2/0/g v Nom/ / �/5 rte/ �¢� 4'14n \`' �O� N88°31'12"W 145.20 �S�--- N � �7 F O / 'b• - �- p / 2� N 9 v C '� C o /v6� 542) �/ B /��ifl 39.83 J I NN to O \ ¢948° bry T �j c'� �'A=65°12'02" I NC5 OD _tea ` Z \ H \ ?N /� <u / \ F2=35.00 I (YJ SSS SS oN/ / ,5 /e V ss 0.ss° 56.57 II 1 / \ L90 \720 h - 50.52 ,� o _ U 6. rV /ry \� \)'1000.1 N89°57'55"E v_i =ry/ /n Rx10 00 n 1 55.38 Ln o rn w I'_1J 50 r o UJ 04 Cl! WET LAND ptv� a4¢°3 9 54.20 'o M ip �� \ Jj , ON 5S2„ - 0 W !�/ l ry`RIV A ,,t"�I I C5 to to i:l 3 t°n° � ii ) Tr 2 2 to ° (n o o II Tr N / / o P [�[�� M m Or, 1 t O) OUTLOT C s I N 0) m OU \ UO N6 ° 8S 67.03 rn°-a w DRAINAGE AND UTILITY EASEMENT41 �i z OVER ALL OF OUTLOT C \ K' N86 I6 W 77.27 I J r 00 r- 016(y) if) L7 O J I \ I� WET LAND \ \ 0) � I \ M I \ I S89047'54"E 581.31 • I *614.%SATHRE-BERGQUIST, INC. Broadway Phone: (952) 476-6000 Wayzata, MN 55391 Faz (952) 476-0104 wwwsathre.com transmittal Date: January 25, 2017 Job #: 81 To: Bob Generous From: Dan Schmidt City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Phone: 952-227-1100 a Herewith ❑ Under separate cover Regarding: Arbor Glen ❑ Fed Ex ❑ Courier (3 -hr) ❑ Mail x Hand delivery •Fw—. SK=GH TT, -. v-raven:-imnsaerry: Notes/Comments Please call with any questions. A digital copy of all material is available at https://aop.box.Gom/v/ArborGlen0l252017 CITYOFCHANHASSE�, RECEIVED JAN 2 o 1U11 CHANHASM110NINCDEPT 3 22x34 Construclion Plans — Full Size 1 11x17 Construction Plans - Reduced 1 Report Drainage Calculations — w/Draina e M — Digital On 1 Report Storrs Sewer Design 1 8.5x11 Engineers Cost Estimate 5 22x34 Final Plat— Full Size 1 8.5x11 Final Plat - Reduced 1 8.5x11 L Description 1 8.5x11 Lot Tab 1 11x17Tum Radius Plan 1 22x34 SZ 1 8.5x11 Response Letter •Fw—. SK=GH TT, -. v-raven:-imnsaerry: Notes/Comments Please call with any questions. A digital copy of all material is available at https://aop.box.Gom/v/ArborGlen0l252017 CITYOFCHANHASSE�, RECEIVED JAN 2 o 1U11 CHANHASM110NINCDEPT CITY OF CHANHASSEN Chanhassen is a Community for Life - Providing forToday and Planning forTomorrow To: Jerry Mohn, Mark Littfin, Todd Hoffman, Jill Sinclair, Stephanie Smith From: Bob Generous Date: January 30, 2017 Subject: Arbor Glen — Final Plat Memo: Please review the conditions of approval and comment that the condition has been met, condition remains or condition has been modified, for Arbor Glen. Please return your comments to Bob Generous by February 16, 2017 for the February 27, 2017 City Council meeting. July 13, 2016 Mr. Mark Eklo Arbor Glen Chanhassen LLC 3360 Bavaria Road Chaska, MN 55318 Re: Arbor Glen — Planning Case #2015-16 Dear Mr. Eklo, This letter is to confirm that on July 11, 2016, the Chanhassen City Council approved the following: Rezoning of the Arbor Glen property from Agricultural Estate District, A-2, to Planned Unit Development — Residential, PUD -R; Conditional Use Permit for development in the Bluff Creek Corridor subject to the following conditions: 1. The developer may dedicate Outlot C to the City. PH 952.227.1100• www.ci.chanhassen.mmus • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 2 of 8 2. The developer shall prepare a restoration plan for the Bluff Creek Corridor. 3. The buffer will be required to have a vegetation management plan and soil amendments. And Preliminary Plat for Arbor Glen with a Variance from the western perimeter setback subject to the following conditions: Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. S. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Engineerine: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. 4. The City shall require a drainage and utility easement to be granted over Outlot A. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 3 of 8 7. The grading plan must be revised to include the house pads and driveway locations 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. 10. A standard lot benching detail shall be included in the plan set. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corer and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 4 of 8 subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. 23. The vegetation between tiered walls shall be low or no maintenance. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. 33. Profile grades shall be shown for the sidewalk and bituminous trail. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 5 of 8 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 38. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 6of8 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 6. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 7 of 8 southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Final plat documents including a development review application and fees must be submitted to the city a minimum of 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at bRenernus@ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Gianetti Properties, LLC ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 8 of 8 Daniel Schmidt, Sathre-Bergquist, Inc. LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR :Tom Gianetti PREPARED BY: SATHRE-BERGOUIST. INC. CITYOFCHANHASSEN RECEIVED JAN 1b 61/ CHANHASSEN PLANNING DEPT DATE: July 19, 2016 Revised: December 5, 2016 Estimated Unit Bid Description Unit Quitn6 Price Amount nation - Grading Entrance Berm (Boulder Retaining Wall Retaining A (Boulder Retaining Wall Retaining B Boulder Retaining Wall Retaining C 4' Black Vinyl Chain Link Fence in accordance with MnDot Spec 2557 Demolition - Removal of all Buildings, Fence, Foundations, Driveways, etc. Clearing & Grubbing - All Trees, Vegetation Silt Fence Before Grading Silt Fence After Grading Silt Fence Repair and Cleaning Topsoil Stripping Common Excavation Unsuitable Material in Structural Fill Areas :ad Topsoil Material - 8 needed 1.3 x in place volume Bio -Rolls - (as needed in swales) stomtion (Seed and Mulch) Sanitary Sewer -- Mobilization - Utility Permits & Bonds Remove 10' Stub 6' PVC SDR 350.15' 8' PVC SDR 26 15'to 26' Manhole 0.8' Manhole Edm Depth Furnish & Install Castings 8' x 6' Wyes SDR 26 6' PVC Service SDR 26 Improved Pipe Fnctn Televise Connect to Existing Directional Drill 8' Sanitary Sewer - All inclusive(mad patch, pipe, connection. etc.) All Testing LS. 1.0 $3,942.00 $3,942.00 EACH 1.0 $3,075.31 $3,075.31 S.F. 920.0 $23.00 $21,160.00 S.F. 1,532.0 $23.00 $35,236.00 S.F. 11103.0 $23.00 $25,359.00 LF. 285.0 $20.81 $5,930.85 L.S. 1.0 $0.00 $0.00 L.S. 1.0 $6,986.10 $6,986.10 LF. 3030.0 $3.16 $9,574.80 LF. 330.0 $3.16 $1,042.80 LF. 400.0 $3.16 $1,264.00 C.Y. 2,000.0 $3.29 $6,580.00 C.Y. 26,000.0 $3.83 $99,580.00 C.Y. 8,000.0 $3.83 $30,640.00 C.V. 4,000.0 $6.02 $24,080.00 C.Y. 7,500.0 $3.00 $22,500.00 S.Y. 1,200.0 $1.64 $1,968.00 LF. 250.0 $5.48 $1,370.00 ACRE 2.8 $1,040.25 $2,912.70 Site Grading Total: $303,211.56 LS. 1.0 $2,628.00 $2,628.00 L.S. 1.0 $0.00 $0.00 LS. 1.0 $492.75 $492.75 LF. 537.0 $30.59 $16,426.83 LF. 202.0 $30.59 $6,179.18 EACH 9.0 $328.50 $2,956.50 LF. 64.3 $41.06 $2,640.16 EACH 9.0 $607.31 $5,465.79 EACH 21.0 $325.63 $6,83823 EACH 21.0 $567.79 $11,923.59 L.F. 739.0 $6.68 $4,936.52 L.F. 1,057.0 $1.15 $1,215.55 EACH 1.0 $49,275.00 $49,275.00 LF. 318.0 $339.46 $107,948.28 L.S. 1.0 $2,537.66 $2,537.66 Sanitary Sewer Total: $221,464.04 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR :Tom Gianedi PREPARED BY: SATHRE-BERGOUIST, INC. DATE: July 19, 2016 Revised: December 5, 2016 Description Unit Watemiain 6' C-900 PVC L.F. Watennain 8'C-900 PVC L.F. Connect to Existing EACH 6' Valves EACH 8' Valves EACH 8' x 6' Tee EACH 8' x 6' Red EACH 6' x 8' Tee EACH 8' Bends EACH Hydrants (WB 67) EACH 0.5' Hydrant Extension EACH 1' Services EACH 1.5' Irrigation Services EACH Improved Pipe Fndtn L.F. Estimated Unit Bid u nti Price Amount 54.0 $35.64 $1,924.56 955.0 $27.75 $26,501.25 2.0 $1,097.97 $2,195.94 5.0 $1,860.13 $9,300.65 2.0 $2,370.94 $4,741.88 3.0 $584.24 $1,752.72 1.0 $395.02 $395.02 1.0 $656.99 $656.99 20.0 $369.75 $7,395.00 4.0 $3,884.34 $15,537.36 1.0 $719.73 $719.73 21.0 $927.46 $19,476.66 1.0 $1,294.25 $1,294.25 1,009.0 $6.68 $6,740.12 Watermain Total: $98,632.13 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR :Tom Galati PREPARED BY: SATHRE-BERGOUIST, INC. DATE: July 19, 2016 Revised: December 5, 2016 Estimated Unit Bid Description Unit Quant Price Amount 12' RCP - Cl 5 LF. 256.0 $29.22 $7,480.32 15'RCP -CI5 LF. 820.0 $32.42 $26,584.40 24'RCP -CI5 L.F. 49.0 $45.93 $2,250.57 Concrete FES (15') EACH 0.0 $516.23 $0.00 Concrete FES (24") EACH 2.0 $733.29 $1,466.58 Catchbasin (27' Dia) EACH 1.0 $654.52 $654.52 Catchbasin (2'X3') EACH 2.0 $915.43 $1,830.86 Catchbasin/Manhole(4'Dia) EACH 10.0 $1,150.28 $11,502.80 Manhole Extra Depth (4' structures) L.F. 2.4 $166.16 $398.78 Furnish & Install Castings EACH 13.0 $475.11 $6,176.43 Outlet Structures EACH 1.0 $1,693.11 $1,693.11 Install Wier in Outlet Structure (4' Dia) LS. 1.0 $638.37 $638.37 Stone Sewer Inlet Protection (wimco's) EACH 11.0 $178.49 $1,963.39 Improved Pipe Fndtn L.F. 1,076.0 $6.68 $7,187.68 Finish Grading Dozer Work HR 10.0 $219.00 $2,190.00 Rip Rap/Ovedbw C.Y. 21.0 $109.50 $2,299.50 Enkamat S.F. 120.0 $3.00 $360.00 Televise LF. 1,096.0 $1.15 $1,260.40 Storm Sewer Total: $75,937.71 LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR :Tom Gianetti PREPARED BY: SATHRE-BERGOUIST, INC. DATE: July 19, 2016 Revised: December 5, 2016 Description Street Construction Mobilization - Streets Permits & Bonds Subgrade Preparation Street Subcut Streets - Disc & Dry Subgrade Curb & Gutter Surmountable Curb & Gutter 8618 Backfill Curb & Gutter 5' W ide - 6' Concrete Walk Incl. 4' Cl 5 Ped Ramps 24' Select Granular 12' Class 5 Base 2.0' Bit Base Coarse 2350/2360 Leveling Course 1.5' Bit W ear Course 2350/2360 Tack Coat Regrade Boulevards after Small Utilities Restoration Blvd Sod & Silt Fence Adjust Castings -Base Course Adjust Castings - Wear Course Adjust Gate Valves - Base Course Adjust Gate Valves - Wear Course All Street - Daintile wAvap See Detail Steel Drainfile Cleanouts See Detail Drainfile Sump Pump stub Conduit Crossings (estimated materials by others) Remove Apron & Replace kith B624 Curb 10' Bituminous Trail, 3' MNDOT 2350 LVWE45030B, 6' Class 5 Base Pedestrian Ramp Trail Excavation (Boulder Retaining Wall Retaining D 4' Black Vinyl Chain Link Fence in accordance with MnDot Spec 2557 Estimated Unit Bid Unit QuanfiN Price Amount LS. 1.0 $2,628.00 $2,628.00 L.S. 1.0 $500.00 $500.00 S.Y. 3,000.0 $0.82 $2,460.00 C.V. 250.0 $6.57 $1,642.50 HRS. 40.0 $131.40 $5,256.00 L.F. 1,715.0 $19.98 $34,265.70 L.F. 90.0 $15.50 $1,395.00 L.F. 1,805.0 $1.64 $2,960.20 L.F. 195.0 $34.77 $6,780.15 EACH 1.0 $958.13 $958.13 TONS 4,555.0 $12.00 $54,660.00 TONS 2,125.0 $16.97 $36,061.25 TONS 320.0 $77.67 $24,854.40 TONS 50.0 $111.69 $5,584.50 TONS 240.0 $83.35 $20,004.00 GALS 140.0 $4.38 $613.20 LF. 1,805.0 52.31 $4,169.55 LS. 1.0 $10,950.00 $10,950.00 L.F. 1,805.0 $2.96 $5,342.80 EACH 10.0 $202.58 $2,025.80 EACH 10.0 $202.58 $2,025.80 EACH 1.0 $164.25 $164.25 EACH 1.0 $164.25 $164.25 L.F. 1,560.0 $14.24 $22,214.40 EACH 8.0 $350.00 $2,800.00 EACH 21.0 $20.00 $420.00 EACH 4.0 $459.90 $1,839.60 LS. 1.0 $2,069.55 $2,069.55 Street Base Total: $254,809.03 L.F. 690.0 $32.69 $22,556.10 EACH 1.0 $958.13 $958.13 C.V. 230.0 $10.95 $2,518.50 S.F. 2.241.0 $23.00 $51,543.00 LF. 250.0 $20.81 $5,202.50 Bituminous Tail $82,77823 PROJECT LOCATION: CHANHASSEN, MINNESOTA PREPARED FOR :Tom Gianetti PREPARED BY: SATHRE-BERGQUIST, INC. DATE: July 19, 2016 Revised: December 5, 2016 Description SUMMARY: Site Grading - Sanitary Sewer - W atennain - Stonn Sewer - Street Construction Bituminous Trail Estimated Unit Bid Unit Quanti Price Amount $303,211.56 $221,464.04 $98,632.13 $75,937.71 $254,809.03 $82,778.23 Total - $1,036.832.70 ARBOR GLEN KNOW ALL PERSONS BY THESE PRESENTS: That Arbor Glen Chanhassen, LLC, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest comer of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 7 1 C of the Minnesota Department of Transportation Right -of -Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. Has caused the same to be surveyed and platted as ARBOR GLEN and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as created herewith. CHANHASSEN, MINNESOTA This Plat of ARBOR GLEN was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA In witness whereof said Arbor Glen Chanhassen, LLC has caused these presents to be signed by its proper officer this day of 2017. COUNTY SURVEYOR, Carver County, Minnesota Arbor Glen Chanhassen, LLC Thomas L. Giannetti, Manager STATE OF MINNESOTA COUNTY OF Mayor Administrator Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, Carver County Surveyor The foregoing instrument was acknowledged before me this day of 2017, by Thomas L. Giannetti, Manager of Arbor Glen Chanhassen, LLC. COUNTY AUDITOR/FREASURER Carver County, Minnesota Notary Public, Hennepin County, Minnesota SURVEYORS CERTIFICATE Notary Printed Name My Commission Expires: I David B. Pemberton, 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 the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this Notary Public, Hennepin County, Minnesota SATHRE-BERGQUIST, INC. 2017. day of , 2017, by David B. Pemberton, Professional Land Surveyor, Minnesota License No. 40344. Notary Printed Name My Commission Expires: I hereby certify that taxes payable in Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota day of and prior years have been paid for land described on this plat. Dated this I hereby certify that this plat of ARBOR GLEN was filed this as Document No. Luke Kranz, County Recorder an day of 2017, at 2017. day of day of o'clock . M. 2017. 12017, and JiYY RECMED oEt ,im 2 6 2U1 f CHANHASSEN PLANNING DEPT 41 20 0 20 40 :1 .. 1 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 5J- II I 0 NOT TO SCALE Being 5 feet in width when adjoining side lot lines and rear lot lines, unless otherwise indicated, and 10 feet in width when adjoining right of way lines, unless otherwise indicated, as shown on the plat. The basis for the bearing system is the west line of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23 which is assumed to bear North 00 degrees 02 minutes 05 seconds West. O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument QQ Denotes a Found Cast -Iron -Monument CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 34.47 a32°55'02" 60.00 S35°50'40"E 34.00 L1 27.27 t� Z N53000'49"E 551.19 '`'HERS sUR`P 2 p w N c�FRa P 107 SATHRE-BERGQUIST, INC. I ARBOR GLEN OUTLOT A --- DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A \Y" 11� <C (YJ G 3 NW COR. OF THE SW 1/4, SEC.24 II I I m M 33.37 15.72 16.27 1 20.38 \g \5 p=25057114" - S89°47'54'E 632.52 - I N. LINE OF THE SW 1/4, SEC.24 /N A I I N I /1 'I 1\/ A A A w I IVIrIIV ^I''{ i\ I I I r-\ / A LL) r\ b\./UL-C- v.v.r\. f1. IV\J. I �i L_I ZT F- T I /_1 1\ I = O t� Z S89047'54"E 551.19 < a jOUTLOT B ------ po n EASEMENT FOR PIPELINE PURPOSE PER DOC. NO. 70394 - DRAINAGE AND UTILITY EASEMENT Maw 27 74 RQ/ \h A S88030'31"E 590.55 - - - - OVER ALL OF OUTLOT B l I `� \ S88° 0'31"E 292.24-------------+--� N X35°19'20" � \ �.\ � _ _ X15.00 t S88°30'31"E 101.08 °c� " �� 76.2454_00-2 �54.00� 54.00 54.00 S01028'48"W N I - - - 13.31 15 015 /-� 28Q T� - I - - - EPSEMENZ 7 S88030'31"E 169.36 pr l6°56'46" W 0.2j s I I I I I pN0 US\�\Sv / 1157 0 5.00 1 1 00 I 139.36 \ N 0 in O O 26,, 1, "i I I,DRp1NpGE I 1 I00 � o Lo I Q6. I I I- �I a^0 1 3 T N89°10'05"E 95.92 v\\ -- I� 1 M 1 - I 00 I� �I 3T I O �I N�ly N = ro 14.13 r7 uoi M� 12 01 M o IN `° �I ICO 5 0 W eo A--- - - I� 3 N - _ 00 15 15 I 01 I� [� � nI Iaz N 0'S3°E 105 �\\, M °In I N I N N Q\ I < ri o w It W voi L N7g 5 M I - I In _ OI I� i N - 92.75- - 6' ao II I 0 f\ N p, N o n -�'1 o w 00 - �\ W-'�' N a I V) I - _ LO 0 ut -s I W 01 In 06 F �'\��' .� \ I I 06 Irl °I� o NI n o o °° �3�,AI N N88 31 12 W 137.091 N 10 so �I S4 IN I� c,1 �i 1 � "' A-51°04'25"1\ M 2 0 3 „I n n M II _ .I I o \� R.s I O s• J2 / J I / rcvi ``L°� 53.48 't� - - 22.I6cVL�. ^4 s� 0-5.4,3`��115 /1-15°52'21" LO C4 - �°�� \3pO�S \ 4-, \� / �i o Al a / L 92.34 N88.31'12°W I c 1 1 /452434 / \ rpo/ oro ) LIJ Ia6 S R��s�/ h ��s° �� ,� / h /�, 5 .x/6.70 138.34 �I (( 0 3 �/ `e l /\ ; 12 2�j /� S OO / , \ebb y M^\/ 3 '1'&-11.571,344. I \ ) N = \ _ 7 '� // / 4� \OS h a.,l \ �y °y°' / C ' w„ /� o r.i � Y g3 „ rn/ ��, 0j `� SS'/� a,/s°?9 6 ��o roa /J E6� 01°0 3 I Z L SIJ r- u� 3 \� \1aq\2° 40' 43 W 4i / a oo/ / i i R=2 '82011112"E\°o 2 /i O�y� 0 a In Lr)ry/ CO 8 \ v � 4 x•00 �6\ DRAINAGE AND �, aD to O / „ \ O 14c� o /8� 'b•09 UTILITY EASEMENT L0 _ 87.41 I M N a - - N N ti 4 \ ory/ Oc\,/ l /� ` �/ /i.D� `39'33„ /� ZO W 6O� of \\%OWTLOT DALL F00 - VV 7 N88 31 12 W 134.94 is/o A ry / O.O r I 9a q(j °1 \R o u 3 2 05 to /� � A r^ �. a � � 0 c - N75' 6 33„ Nry/ / 6 %N o/ %o o , oll o�cb I I 3 Imo` W H�/ Sg W _ / vow/ NMgo�o `�> 4y \� rn r,� - 96.07 / / 0 �^ \9 kn 0 I � S>p 2/'/9 V 3 ON / /� SCIDIS �/ / 4> /4 %4�� \`' �p� N88°31' 12"W 145.20 I `' - - - O 0� F N6 $4\ Ory/ /� y I N < co / _ 39.83 5 I I co C Z i \\ C) /4948 'k N/ �ry / / \� �� y (�R=35.00A--65012'02" I � op _ _ \ S 4S `SS\ / 00.p - 56.57 1 M i /s / (b/ tib, sy 4 4436 /` ory \ 1 '00 /?O ,o - 50.52 -110 C F ryry /(IV \O o Rc� N89057'55"E Q \ \ --CV /n 3 �� / 0000.1 55.38 o rn La LIJ \ 't'SSo S2 to \0� / a Sp ro W F - WET LAND 2p3 / p/l a<v / 44°3 9 - 54.20 (0 ' t M to <� / ory SS2„ � \` '✓ \ S22 o28,o s'2e / ry / /OHO � C4 CV 00 O �� N \ \ 2 W` C\ 2ryry/ /oh 2 to I I rn I o3 N o m \ 11. I M It, �$ $iS // O a i I N d U \ 32„0 �I rn OUTLOT C 0 I I 1 Nto 1D C -i \ N6$ o8 S6\ L 67.03 (D aoe 0 0-- \ DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT C \ N86o 16 41" W 77.27 00 06 r - C \ to LO \ �\ �• N CD \ C7 0) r) a)OP I WET LAND � \ 0) � I � M I � I S89°47'54"E 581.31 I I 0 ZT I = O t� Z sR < a jOUTLOT B ------ po n EASEMENT FOR PIPELINE PURPOSE PER DOC. NO. 70394 - DRAINAGE AND UTILITY EASEMENT Maw 27 74 RQ/ \h A S88030'31"E 590.55 - - - - OVER ALL OF OUTLOT B l I `� \ S88° 0'31"E 292.24-------------+--� N X35°19'20" � \ �.\ � _ _ X15.00 t S88°30'31"E 101.08 °c� " �� 76.2454_00-2 �54.00� 54.00 54.00 S01028'48"W N I - - - 13.31 15 015 /-� 28Q T� - I - - - EPSEMENZ 7 S88030'31"E 169.36 pr l6°56'46" W 0.2j s I I I I I pN0 US\�\Sv / 1157 0 5.00 1 1 00 I 139.36 \ N 0 in O O 26,, 1, "i I I,DRp1NpGE I 1 I00 � o Lo I Q6. I I I- �I a^0 1 3 T N89°10'05"E 95.92 v\\ -- I� 1 M 1 - I 00 I� �I 3T I O �I N�ly N = ro 14.13 r7 uoi M� 12 01 M o IN `° �I ICO 5 0 W eo A--- - - I� 3 N - _ 00 15 15 I 01 I� [� � nI Iaz N 0'S3°E 105 �\\, M °In I N I N N Q\ I < ri o w It W voi L N7g 5 M I - I In _ OI I� i N - 92.75- - 6' ao II I 0 f\ N p, N o n -�'1 o w 00 - �\ W-'�' N a I V) I - _ LO 0 ut -s I W 01 In 06 F �'\��' .� \ I I 06 Irl °I� o NI n o o °° �3�,AI N N88 31 12 W 137.091 N 10 so �I S4 IN I� c,1 �i 1 � "' A-51°04'25"1\ M 2 0 3 „I n n M II _ .I I o \� R.s I O s• J2 / J I / rcvi ``L°� 53.48 't� - - 22.I6cVL�. ^4 s� 0-5.4,3`��115 /1-15°52'21" LO C4 - �°�� \3pO�S \ 4-, \� / �i o Al a / L 92.34 N88.31'12°W I c 1 1 /452434 / \ rpo/ oro ) LIJ Ia6 S R��s�/ h ��s° �� ,� / h /�, 5 .x/6.70 138.34 �I (( 0 3 �/ `e l /\ ; 12 2�j /� S OO / , \ebb y M^\/ 3 '1'&-11.571,344. I \ ) N = \ _ 7 '� // / 4� \OS h a.,l \ �y °y°' / C ' w„ /� o r.i � Y g3 „ rn/ ��, 0j `� SS'/� a,/s°?9 6 ��o roa /J E6� 01°0 3 I Z L SIJ r- u� 3 \� \1aq\2° 40' 43 W 4i / a oo/ / i i R=2 '82011112"E\°o 2 /i O�y� 0 a In Lr)ry/ CO 8 \ v � 4 x•00 �6\ DRAINAGE AND �, aD to O / „ \ O 14c� o /8� 'b•09 UTILITY EASEMENT L0 _ 87.41 I M N a - - N N ti 4 \ ory/ Oc\,/ l /� ` �/ /i.D� `39'33„ /� ZO W 6O� of \\%OWTLOT DALL F00 - VV 7 N88 31 12 W 134.94 is/o A ry / O.O r I 9a q(j °1 \R o u 3 2 05 to /� � A r^ �. a � � 0 c - N75' 6 33„ Nry/ / 6 %N o/ %o o , oll o�cb I I 3 Imo` W H�/ Sg W _ / vow/ NMgo�o `�> 4y \� rn r,� - 96.07 / / 0 �^ \9 kn 0 I � S>p 2/'/9 V 3 ON / /� SCIDIS �/ / 4> /4 %4�� \`' �p� N88°31' 12"W 145.20 I `' - - - O 0� F N6 $4\ Ory/ /� y I N < co / _ 39.83 5 I I co C Z i \\ C) /4948 'k N/ �ry / / \� �� y (�R=35.00A--65012'02" I � op _ _ \ S 4S `SS\ / 00.p - 56.57 1 M i /s / (b/ tib, sy 4 4436 /` ory \ 1 '00 /?O ,o - 50.52 -110 C F ryry /(IV \O o Rc� N89057'55"E Q \ \ --CV /n 3 �� / 0000.1 55.38 o rn La LIJ \ 't'SSo S2 to \0� / a Sp ro W F - WET LAND 2p3 / p/l a<v / 44°3 9 - 54.20 (0 ' t M to <� / ory SS2„ � \` '✓ \ S22 o28,o s'2e / ry / /OHO � C4 CV 00 O �� N \ \ 2 W` C\ 2ryry/ /oh 2 to I I rn I o3 N o m \ 11. 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—1— __-'i sm.wc nw_ I — ----- ---- Malo 1 V W " w�mm�.n�a�r+o nw^n�i[�n'�n Yui ha�nm�� w�± _w�_ tii5wa T.11xTT.T`n>IY[M.InIY aww.wwa� TTTT•A nw�n.anw[wp wwww[M aowoawru+ssY[u[emuv vr..w Stam Sewers 00.50 Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line Dell Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J -Loss InleV Line Length angle Type 0 Area Coeff Time EI Dn Slope EI Up Size Shape Value Coeff Rim EI No. (ft) (deg) (cfs) (ac) (C) (min) (it) M (ft) (in) (n) (K) (ft) 1 End 19.902 -52.949 MH 0.00 0.00 0.00 15.0 892.00 2.51 892.50 24 Cir 0.013 0.78 897.33 1-2 2 1 123.861 -47.441 MH 0.00 0.00 0.00 15.0 893.30 9.20 904.70 15 Cir 0.013 0.98 908.91 2-3 3 2 42.332 -76.441 Comb 0.00 0.03 0.40 15.0 904.90 9.69 909.00 15 Cir 0.013 1.50 913.47 3-8 4 3 52.039 13.076 Comb 0.00 0.11 0.40 15.0 909.40 1.15 910.00 15 Cir 0.013 1.25 914.08 8-9 5 4 86.405 53.220 Comb 0.00 0.75 0.40 15.0 910.00 0.93 910.80 15 Cir 0.013 0.58 914.86 9-10 6 5 37.098 -19.397 MH 0.00 0.00 0.00 15.0 910.80 2.43 911.70 15 Cir 0.013 0.56 916.04 10-11 7 6 148.746 -30.524 Comb 0.00 0.36 0.40 15.0 911.70 0.34 912.20 15 Cir 0.013 1.50 916.86 11-12 8 7 22.875 -100.8& Comb 0.00 0.49 0.40 15.0 912.50 1.31 912.80 12 Cir 0.013 1.00 916.84 12-13 9 2 63.108 7.264 Comb 0.00 0.31 0.40 15.0 904.70 0.48 905.00 15 Cir 0.013 0.50 909.04 34 10 9 108.288 8.206 Comb 0.00 0.30 0.40 15.0 905.00 2.12 907.30 15 Cir 0.013 0.50 911.36 4-5 11 10 112.837 0.000 Comb 0.00 0.24 0.40 15.0 907.30 0.80 908.20 15 Cir 0.013 1.50 917.84 5-6 12 11 214.356 -95.897 Comb 0.00 0.85 0.40 15.0 908.50 0.47 909.50 12 Cir 0.013 1.00 913.90 6-7 13 3 18.532 -92.612 Comb 0.00 0.49 0.40 15.0 909.30 1.08 909.50 12 Cir 0.013 1.00 913.48 8-14 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 Storm Sewers 00 Structure Report Page 1 Struct Structure ID Junction Rim Structure Line Out Line In No. Type Elev Shape Length Width Size Shape Invert Size Shape Invert (ft) (ft) (ft) (in) (ft) (in) (ft) 1 2 Manhole 897.33 Cir 4.00 4.00 24 Cir 892.50 15 Cir 893.30 2 3 Manhole 908.91 Cir 4.00 4.00 15 Cir 904.70 15 Cir 904.90 15 Cir 904.70 3 8 Combination 913.47 Cir 4.00 4.00 15 Cir 909.00 15 Cir 909.40 12 Cir 909.30 4 9 Combination 914.08 Cir 4.00 4.00 15 Cir 910.00 15 Cir 910.00 5 10 Combination 914.86 Cir 4.00 4.00 15 Cir 910.80 15 Cir 910.80 6 11 Manhole 916.04 Cir 4.00 4.00 15 Cir 911.70 15 Cir 911.70 7 12 Combination 916.86 Cir 4.00 4.00 15 Cir 912.20 12 Cir 912.50 8 13 Combination 916.84 Cir 3.00 3.00 12 Cir 912.80 9 4 Combination 909.04 Cir 4.00 4.00 15 Cir 905.00 15 Cir 905.00 10 5 Combination 911.36 Cir 4.00 4.00 15 Cir 907.30 15 Cir 907.30 11 6 Combination 917.84 Cir 4.00 4.00 15 Cir 908.20 12 Cir 908.50 12 7 Combination 913.90 Cir 2.50 2.50 12 Cir 909.50 13 14 Combination 913.48 Cir 3.00 3.00 12 Cir 909.50 Project File: STORM DESIGN 012517.stm Number of Structures: 13 Run Date: 1/25/2017 SWM Sewers 0 0 Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dna Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) (ft) No. 1 1-2 7.37 24 Cir 19.902 892.00 892.50 2.511 892.96 893.46 0.29 893.46 End Manhole 2 2-3 7.43 15 Cir 123.861 893.30 904.70 9.204 893.83 905.78 0.66 905.78 1 Manhole 3 3-8 4.27 15 Cir 42.332 904.90 909.00 9.686 905.78 909.84 n/a 909.84j 2 Combination 4 8-9 3.30 15 Cir 52.039 909.40 910.00 1.153 910.01 910.73 n/a 910.73 3 Combination 5 9-10 3.13 15 Cir 86.405 910.00 910.80 0.926 910.73 911.51 n/a 911.511 4 Combination 6 10-11 1.68 15 Cir 37.098 910.80 911.70 2.426 911.51 912.21 n/a 912.211 5 Manhole 7 11-12 1.76 15 Cir 148.746 911.70 912.20 0.336 912.30 912.80 0.21 913.01 6 Combination 8 12.13 1.02 12 Cir 22.875 912.50 912.80 1.312 913.01 913.22 n/a 913.22j 7 Combination 9 3-4 3.24 15 Cir 63.108 904.70 905.00 0.475 905.78 905.91 0.09 906.00 2 Combination 10 4-5 2.70 15 Cir 108.288 905.00 907.30 2.124 906.00 907.96 n/a 907.96] 9 Combination 11 5-6 2.18 15 Cir 112.837 907.30 908.20 0.798 907.96 908.79 n/a 908.79] 10 Combination 12 6-7 1.77 12 Cir 214.356 908.50 909.50 0.466 909.13 910.13 0.18 910.31 11 Combination 13 8-14 1.02 12 Cir 18.532 909.30 909.50 1.079 909.84 909.92 n/a 909.92] 3 Combination Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1/25/2017 NOTES: Return period = 10 Yrs.: j - Line contains hyd. jump. Storm Se mt 00.50 Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vol Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID coeff (1) flow full Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (In/hr) (cfs) (cfs) (ft/s) (In) (%,) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 19.902 0.00 3.93 0.00 0.00 1.57 15.0 19.2 4.7 7.37 35.84 4.93 24 2.51 892.00 892.50 892.96 893.46 894.33 897.33 1-2 2 1 123.861 0.00 3.93 0.00 0.00 1.57 15.0 18.8 4.7 7.43 19.59 10.71 15 9.20 893.30 904.70 893.83 905.78 897.33 908.91 2-3 3 2 42.332 0.03 2.23 0.40 0.01 0.89 15.0 18.3 4.8 4.27 20.10 4.74 15 9.69 904.90 909.00 905.78 909.84 908.91 913.47 3-8 4 3 52.039 0.11 1.71 0.40 0.04 0.68 15.0 18.0 4.8 3.30 6.93 5.00 15 1.15 909.40 910.00 910.01 910.73 913.47 914.08 8-9 5 4 86.405 0.75 1.60 0.40 0.30 0.64 15.0 17.5 4.9 3.13 6.21 4.27 15 0.93 910.00 910.80 910.73 911.51 914.08 914.86 9.10 6 5 37.098 0,00 0.85 0.00 0.00 0.34 15.0 17.0 4.9 1.68 10.06 2.93 15 2.43 910.80 911.70 911.51 912.21 914.86 916.04 10-11 7 6 148.746 0.36 0.85 0.40 0.14 0.34 15.0 15.3 5.2 1.76 3.74 3.01 15 0.34 911.70 912.20 912.30 912.80 916.04 916.86 11-12 8 7 22.875 0.49 0.49 0.40 0.20 0.20 15.0 15.0 5.2 1.02 4.08 2.87 12 1.31 912.50 912.80 913.01 913.22 916.86 916.84 12.13 9 2 63.108 0.31 1.70 0.40 0.12 0.68 15.0 18.4 4.8 3.24 4.45 3.13 15 0.48 904.70 905.00 905.78 905.91 908.91 909.04 3-4 10 9 108.288 0.30 1.39 0.40 0.12 0.56 15.0 17.6 4.9 2.70 9.41 3.35 15 2.12 905.00 907.30 906.00 907.96 909.04 911.36 4-5 11 10 112.837 0.24 1.09 0.40 0.10 0.44 15.0 16.6 5.0 2.18 5.77 3.58 15 0.80 907.30 908.20 907.96 908.79 911.36 917.84 5-6 12 11 214.356 0.85 0.85 0.40 0.34 0.34 15.0 15.0 5.2 1.77 2.43 3.38 12 0.47 908.50 909.50 909.13 910.13 917.84 913.90 6-7 13 3 18.532 0.49 0.49 0.40 0.20 0.20 15.0 15.0 5.2 1.02 3.70 2.80 12 1.08 909.30 909.50 909.84 909.92 913.47 913.48 8-14 Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1125/2017 NOTESJntensity = 88.24 I (Inlet time + 15.50) " 0.83 Return period =Yrs. 10 c = clr e = ellip b = box Stem Sewers Y1 D 50 Inlet Report Page 1 Line Inlet ID 0 = 0 Q 0 Junc Curb Inlet Grate Inlet Gutter Inlet Byp No CIA carry rapt Byp Type Line Ht L Area L W So W SW Sx n Depth Spread Depth Spread Depr No (cfs) (cfs) (cfs) (cfs) (in) (ft) (sgft) (ft) (ft) (ft/ t) (ft) Wit) (it/ft) (ft) (ft) (ft) (ft) (in) 1 2 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0,00 0.00 0.0 Off 2 3 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.0 Off 3 8 0.06 0.00 0.06 0.00 Comb 4.0 1.00 0.00 1.00 2.00 1100 2.00 0.050 0.020 0.013 0.04 0.88 0,00 0.00 0.0 Off 4 9 0.23 0.00 0.19 0.04 Comb 4.0 0.03 0.00 0.03 2.00 1100 2.00 0.050 0.020 0.013 0.07 1.42 0.04 0.74 0,0 Dff 5 10 1.56 0.00 1.56 0.00 Comb 4.0 0.00 3.10 1.55 2.00 Sag 2.00 0.050 0.020 0.000 0.31 12.35 0.31 12.35 0.0 DIf 6 11 0.00 0.00 0.00 0.00 MH 0.0 0.00 0.00 0.00 0.00 Sag 0.00 0.000 0.000 0.000 0.00 0.00 0.00 0.00 0.0 Off 7 12 0.75 0.00 0.75 0.00 Comb 4.0 2.84 0.00 2.84 2.00 1100 2.00 0.050 0.020 0.013 0.11 2.51 0.00 0.00 0.0 W 8 13 1.02 0.00 1.00 0.02 Comb 4.0 3.88 0.00 3.88 2.00 1100 2.00 0.050 0.020 0.013 0.12 3.16 0.03 0.54 0.0 9 4 0.65 0.00 0.65 0.00 Comb 4.0 2.41 0.00 2.41 2.00 1100 2.00 0.050 0.020 0.013 0.10 2.21 0.00 0.00 0.0 Off 10 5 0.63 0.00 0.63 0.00 Comb 4.0 2.29 0.00 2.29 2.00 1100 2.00 0.050 0.020 0.013 0.10 2.16 0.00 0.00 0.0 Off 11 6 0.50 0.00 0.50 0.00 Comb 4.0 1.68 0.00 1.68 2.00 1100 2.00 0.050 0.020 0.013 0.10 1.90 0.00 0.00 0.0 Off 12 7 1.77 0.00 1.77 0.00 Comb 4.0 0.00 3.10 1.55 2.00 Sag 2.00 0.050 0.020 0.000 0.33 13.50 0.33 13.50 0.0 Dff 13 14 1.02 0.00 1.00 0.02 Comb 4.0 3.88 0.00 3.88 2.00 1100 2.00 0.050 0.020 0.013 0.12 3.16 0.03 0.54 0.0 Dff Project File: STORM DESIGN 012517.stm Number of lines: 13 Run Date: 1/252017 NOTES: Inlet N -Values = 0.016; Intensity = 86.24 / (Inlet time + 15.50) A 0.83; Return period - 10 Yrs. • Indicates Known 0 added. All curb inlets are throat. Storm Sewers Y10.! MyRepod Page 1 Line No. Area Dn (sqft) Area Up (sgft) Byp Ln No Coeff C1 (C) Coeff C2 (C) Coeff C3 (C) Capac Full (cfs) Crit Depth (ft) Cross SI, Sw (I t/ t) Cross SI, Sx (ftf t) Curb Len (ft) Deft Ang (Deg) Depth Dn 00 Depth Up (ft) DnStm Ln No Drng Area (ac) Easting X (ft) EGL Dn (ft) EGL Up (ft) Energy Loss (ft) 1 1.49 1.50 n/a 0.20 0.50 0.90 35.84 0.96 .... .... .... -52.949 0.96 0.96" Outfall 0.00 559020.85 893.34 893.84 0.000 2 0.50 1.13 n/a 0.20 0.50 0.90 19.59 1.08 .... .... .... -47.441 0.53 1.08" 1 0.00 558998.51 894.50 906.45 0.000 3 0.87 0.87 Offsite 0.20 0.50 0.90 20.10 0.84 0.050 0.020 1.00 -76.441 0.88 0.84" 2 0.03 558956.24 906.16 910.21 0.000 4 0.59 0.75 Offsite 0.20 0.50 0.90 6.93 0.73 0.050 0.020 0.03 13.076 0.61 0.73" 3 0.11 558906.28 910.31 911.04 0.000 5 0.72 0.72 Sag 0.20 0.50 0.90 6.21 0.71 0.050 0.020 0.00 53.220 0.73 0.71`• 4 0.75 558875.97 911.02 911.80 0.000 6 0.48 0.48 n/a 0.20 0.50 0,90 10.06 0.51 .... .... .... -19.397 0.71 0.51" 5 0.00 558852.15 911.71 912.41 0.000 7 0.59 0.58 Offsite 0.20 0.50 0.90 3.74 0.53 0.050 0.020 2.84 -30.524 0.60 0.60 6 0.36 558711.98 912.44 912.94 0.502 8 0.32 0.32 Offsite 0.20 0.50 0.90 4.08 0.42 0.050 0.020 3.88 -100.864 0.51 0.42" 7 0.49 558708.52 913.17 913.39 0.000 9 1.13 0.96 Offsite 0.20 0.50 0.90 4.45 0.72 0.050 0.020 2.41 7.264 1.08 0.91 2 0.31 558995.06 905.91 906.09 0.176 10 0.66 0.66 Offsite 0.20 0.50 0.90 9.41 0.66 0.050 0.020 2.29 8.206 1.00 0.66" 9 0.30 559004.65 906.26 908.22 0.000 11 0.57 0.57 Offsite 0.20 0.50 0.90 5.77 0.59 0.050 0.020 1.68 0.000 0.66 0.59" 10 0.24 559014.64 908.19 909.02 0.000 12 0.52 0.52 Sag 0.20 0.50 0.90 2.43 0.57 0.050 0.020 0.00 -95.897 0.63 0.63 11 0.85 558800.31 909.31 910.31 1.002 13 0.32 0.32 Offsite 0.20 0.50 0.90 3.70 0.42 0.050 0.020 3.88 -92.612 0.54 0.42' 3 0.49 558956.06 910.00 910.09 0.000 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth Stam so" MyReport Page 2 Flow Sf Sf Grate Grate Grate GndlRim GndlRim Gutter Gutter Gutter Gutter HGL HGL HGL HGL HGL Incr Incr Inlet Inlet Rate Ave Dn Area Len Width EI Dn EI Up Depth Slope Spread Width Dn Up Jnct Jmp Dn Jmp Up Cwt Q Depth Eff (cfs) (ft/ft) (ft/ft) (s4ft) Ift) Ift) Ift) (ft) (ft) Mitt) (ft) Ift) (ft) (ft) (ft) (ft) (ft) (cfs) (ft) lay) 7.37 0.000 0.000 .... .... .... 894.33 897.33 .... .... .... .... 892.96 893.46 893.46 .... .... 0.00 0.00 .... .... 7.43 0.000 0.000 .... 897.33 908.91 .... .... .... 893.83 905.78 905.78 .... .... 0.00 0.00 .... .... 4.27 0.000 0.000 ... 1.00 2.00 908.91 913.47 0.04 0.100 0.88 2.00 905.78 909.84 j 909.84 906.15 906.28 0.01 0.06 0.00 100 3.30 0.000 0.000 .... 0.03 2.00 913.47 914.08 0.07 0.100 1.42 2.00 910.01 910.73 910.73 .... .... 0.04 0.23 0.04 82 3.13 0.000 0.000 3.10 1.55 2.00 914.08 914.86 0.31 Sag 12.35 2.00 910.73 911.51 j 911.51 910.79 910.75 0.30 1.56 0.31 100 1.68 0.000 0.000 .... .... .... 914.86 916.04 .... .... .... .... 911.51 912.21 j 912.21 911.49 911.43 0.00 0.00 .... .... 1.76 0.337 0.336 .... 2.84 2.00 916.04 916.86 0.11 0.100 2.51 2.00 912.30 912.80 913.01 .... .... 0.14 0.75 0.00 100 1.02 0.000 0.000 ... 3.88 2.00 916.86 916.84 0.12 0.100 3.16 2.00 913.01 913.22 j 913.22 912.99 912.95 0.20 1.02 0.03 98 3.24 0.279 0.231 .... 2.41 2.00 908.91 909.04 0.10 0.100 2.21 2.00 905.78 905.91 906.00 .... .... 0.12 0.65 0.00 100 2.70 0.000 0.000 ... 2.29 2.00 909.04 911.36 0.10 0.100 2.16 2.00 906.00 907.96 j 907.96 905.89 905.80 0.12 0.63 0.00 100 2.18 0.000 0.000 ... 1.68 2.00 911.36 917.84 0.10 0.100 1.90 2.00 907.96 908.79] 908.79 907.98 907.94 0.10 0,50 0.00 100 1.77 0.467 0.466 3.10 1.55 2.00 917.84 913.90 0.33 Sag 13.50 2.00 909.13 910.13 910.31 .... .... 0.34 1.77 0.33 100 1.02 0.000 0.000 ... 3.88 2.00 913.47 913.48 0.12 0.100 3.16 2.00 909.84 909.92 j 909.92 909.83 909.71 0.20 1.02 0.03 98 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth Stam Sawa MyRepod Page 3 Inlet ID Inlet Loc Inlet Spread (ft) Inlet Time (min) I Sys (In/hr) I Inlet (in/hr) Invert Dn 00 Invert Up (ft) Jump Loc (ft) Jump Len (ft) Vol Hd Jmp Dn (ft) Vol Hd Jmp Up (ft) J -Loss Coeff Junct Type Known Ll (cfs) Cost RCP Cost CMP Cost PVC 2 Sag .... 15.0 4.69 0.00 892.00 892.50 .... .... 0.00 0.00 0.78 z MH 0.00 874 787 743 3 Sag .... 15.0 4.72 0.00 893.30 904.70 .... .... 0.00 0.00 0.98 z MH 0.00 4,443 3,998 3,776 8 On Grade 0.00 15.0 4.78 5.21 904.90 909.00 4.23 4.18 0.37 0.99 1.50 z Comb. 0.00 1,590 1,431 1,352 9 On Grade 0.74 15.0 4.82 5.21 909.40 910.00 .... .... 0.00 0.00 1.25z Comb. 0.00 1,940 1,746 1,649 10 Sag 12.35 15.0 4.89 5.21 910.00 910.80 8.64 3.57 0.29 0.38 0.58z Comb. 0.00 3,130 2,817 2,661 11 Sag ... 15.0 4.94 0.00 910.80 911.70 7.42 2.57 0.19 0.41 0.56z MH 0.00 1,415 1,274 1,203 12 On Grade 0.00 15.0 5.17 5.21 911.70 912.20 .... .... 0.00 0.00 1.50 Comb. 0.00 5,318 4,786 4,520 13 On Grade 0.54 15.0 5.21 5.21 912.50 912.80 4.58 2.13 0.16 0.24 1.00 z Comb. 0.00 795 716 676 4 On Grade 0.00 15.0 4.77 5.21 904.70 905.00 .... .... 0.00 0.00 0.50 Comb. 0.00 2,325 2,093 1,976 5 On Grade 0.00 15.0 4.86 5.21 905.00 907.30 10.83 3.31 0.26 0.54 0.50 z Comb. 0.00 3,900 3,510 3,315 6 On Grade 0.00 15.0 5.00 5.21 907.30 908.20 11.28 2.96 0.23 0.30 1.50 z Comb. 0.00 4,610 4,149 3,919 7 Sag 13.50 15.0 5.21 5.21 908.50 909.50 .... .... 0.00 0.00 1.00 Comb. 0.00 7,553 6,797 6.420 14 On Grade 0.54 15.0 5.21 5.21 909.30 909.50 1.85 2.54 0.10 0.24 1.00 z Comb. 0.00 651 586 553 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: Intensity - 88.24 / (Inlet time + 15.50) a 0.83 -- Return period - 10 Yrs. ; •' Critical depth storm sea. MyRepod Page 4 Line Line Line Line Line Local n-val n-val Minor Northing Pipe Q Q Q Line Runoff Line Area Area Area ID Length Size Slope Type Depr Gutter Pipe Loss Y Travel Byp Capt Carry Rise Coeff Span Al A2 A3 Iff) (in) N (in) (ft) (ft) (min) (cfs) Itis) (tis) (in) (C) (in) (ac) (ac) (ac) 1-2 19.902 24 2.51 Cir .... .... 0.013 0.29 172772.09 0.14 .... .... .... 24 0.00 24 0.00 0.00 0.00 2-3 123.861 15 9.20 Cir .... .... 0.013 0.66 172893.92 0.33 .... .... 15 0.00 15 0.00 0.00 0.00 3-8 42.332 15 9.69 Cir 0.0 0.013 0.013 n/a 172896.26 0.20 0.00 0.06 0.00 15 0.40 15 0.00 0.00 0.00 8-9 52.039 15 1.15 Cir 0.0 0.013 0.013 n/a 172910.81 0.31 0.04 0.19 0.00 15 0.40 15 0.00 0.00 0.00 9-10 86.405 15 0.93 Cir 0.0 ... 0.013 n/a 172991.73 0.55 0.00 1.56 0.00 15 0.40 15 0.00 0.00 0.00 10-11 37.098 15 2.43 Cir .... .... 0.013 n/a 173020.17 0.44 .... .... .... 15 0.00 15 0.00 0.00 0.00 11-12 148.745 15 0.34 Cir 0.0 0.013 0.013 0.21 173069.93 1.72 0.00 0.75 0.00 15 0.40 15 0.00 0.00 0.00 12-13 22.875 12 1.31 Cir 0.0 0.013 0.013 n/a 173047.32 0.29 0.02 1.00 0.00 12 0.40 12 0.00 0.00 0.00 3-4 63.108 15 0.48 Cir 0.0 0.013 0.013 0.09 172956.93 0.39 0.00 0.65 0.00 15 0.40 15 0.00 0.00 0.00 4-5 108.288 15 2.12 Cir 0.0 0.013 0.013 n/a 173064.79 0.80 0.00 0.63 0.00 15 0.40 15 0.00 0.00 0.00 5-6 112.837 15 0.80 Cir 0.0 0.013 0.013 n/a 173177.19 1.05 0.00 0.50 0.00 15 0.40 15 0.00 0.00 0.00 6-7 214.356 12 0.47 Cir 0.0 ... 0.013 0.18 173174.13 1.58 0.00 1.77 0.00 12 0.40 12 0.00 0.00 0.00 8-14 18.532 12 1.08 Cir 0.0 0.013 0.013 n/a 172877.72 0.24 0.02 1.00 0.00 12 0.40 12 0.00 0.00 0.00 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth SWM S� MyRepod Page 5 Tc Throat Total Total Total Vol Vol Vol Vol Vol Cover Cover Storage Ht Area CxA Runoff Ave Dn Hd Dn Hd Up Up Dn Up (min) (in) (ac) WS) We) (fns) Ift) (ft) Iffi$) (ft) (ft) (Cft) 19.2 ... 3.93 1.57 7.37 4.93 4.94 0.38 0.38 4.92 0.33 2.83 29.73 18.8 ... 3.93 1.57 7.43 10.71 14.86 0.67 0.67 6.57 2.78 2.96 103.05 18.3 4.0 2.23 0.89 4.27 4.74 4.59 0.37 0.37 4.89 2.76 3.22 38.12 18.0 4.0 1.71 0.68 3.30 5.00 5.58 0.30 0.30 4.42 2.82 2.83 34.79 17.5 4.0 1.60 0.64 3.13 4.27 4.19 0.29 0.29 4.34 2.83 2.81 63.35 17.0 ... 0.85 0.34 1.68 2.93 2.33 0.19 0.19 3.53 2.81 3.09 22.18 15.3 4.0 0.85 0.34 1.76 3.01 3.00 0.14 0.14 3.01 3.09 3.41 86.93 15.0 4.0 0.49 0.20 1.02 2.87 2.52 0.16 0.16 3.22 3.36 3.04 8.26 18.4 4.0 1.70 0.68 3.24 3.13 2.87 0.13 0.18 3.39 2.96 2.79 66.07 17.6 4.0 1.39 0.56 2.70 3.35 2.57 0.26 0.26 4.12 2.79 2.81 93.14 16.6 4.0 1.09 0.44 2.18 3.58 3.32 0.23 0.23 3.83 2.81 8.39 69.07 15.0 4.0 0.85 0.34 1.77 3.38 3.38 0.18 0.18 3.39 8.34 3.40 112.29 15.0 4.0 0.49 0.20 1.02 2.80 2.38 0.16 0.16 3.22 3.17 2.98 6.91 Project File: STORM DESIGN 012517.stm Number of lines: 13 Date: 1/25/2017 NOTES: "Critical depth SWM $BWB Storm Sewer Inlet Time Tabulation Page 1 Line Line ID Tc Sheet Flow Shallow Concentrated Flow Channel Flow Total No. Method n- flow 2 -yr Land Travel flow Water Surf Ave Travel X -sec Wetted Chan n- Vel flow Travel Travel Value Length 24h P Slope Time Length Slope Descr Vel Time Area Perim Slope Value Length Time Time (ft) (in) (%) (min) (ft) (%) (ftls) (min) (sgft) (ft) N (ft) (min) (min) 1 1-2 User 15.00 2 2-3 User 15.00 3 3-8 User 15.00 4 8-9 User 15.00 5 9-10 User 15.00 6 10-11 User 15.00 7 11-12 User 15.00 8 12-13 User 15.00 9 3-4 User 15.00 10 4-5 User 15.00 11 5-6 User 15.00 12 6-7 User 15.00 13 8-14 User 15.00 Project File. STORM DESIGN 012517.stm Min. Tc used for intensity calculations = 5 min Number of lines: 13 Date: 1/2512017 Storm Sewers v10 5 I_ - — -- -- C.S.A.H NO. 18 (LYMAN BLVD.) K61 I M E V_ _ �\ - BERM JIMENT OUTLOT B OUTLOTA ......� —.,._, I------ 2 3 4 2 L- 3 301'. < 5 r / 30, 3 I VIII I wE-IA\DBUFFER-� ... - I II ireR SERA 10 I PON III I NWL 893.0 IIIIq�� 896.1 CITt RECEIVED oEP. JAN z 6 2U1 C 1ANHASSEN P(ANNIlT GUKRENTLYZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOTFRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE RESIDENTIAL 1.2-41AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B310 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION , .. a ..e•e. ®_ I � 1 I I Sanitary Sewer and Watemlain Plan TOM I ' 2 1 ------- ST PAUL MN 561w. ST PAUL. MN 551]6 r------ PHONE. B611 284 MISS landscape Plan O�ae6'Mw1, In, wm CONTACT 3 2 DANIELSGHMIDT aamJ9FM6rs.mn �00 A41 10 I PON III I NWL 893.0 IIIIq�� 896.1 CITt RECEIVED oEP. JAN z 6 2U1 C 1ANHASSEN P(ANNIlT GUKRENTLYZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOTFRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE RESIDENTIAL 1.2-41AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B310 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION WARNING �_ i HIGH PRESSURE PIPELINE Excavation arid/or Construction PION oRIC WilNout compliance v State One -Call, AND WMout Written Pennlssm Evian MAGELLAN PIPELINE, L.P. PREPARED BY , .. a ..e•e. ®_ BROCBCAIBT.INc. 150 S. AY 1 S 2-3 WgYlATk TA MIN MN S391 m00_ Sanitary Sewer and Watemlain Plan TOM Storm Sewer Plan UDSOGANNETTIB HUDSON FH (W)47"INYe FAX NS!') <]6U100 ST PAUL MN 561w. ST PAUL. MN 551]6 Meraw sal PHONE. B611 284 MISS landscape Plan O�ae6'Mw1, In, wm CONTACT DANIELSGHMIDT aamJ9FM6rs.mn �00 �mm WARNING �_ i HIGH PRESSURE PIPELINE Excavation arid/or Construction PION oRIC WilNout compliance v State One -Call, AND WMout Written Pennlssm Evian MAGELLAN PIPELINE, L.P. PREPARED BY PREPARED FOR A A1BOl GIEM1ll1AlIHA9.g0AHn BROCBCAIBT.INc. 150 S. AY 1 S 2-3 WgYlATk TA MIN MN S391 CONTACT Sanitary Sewer and Watemlain Plan TOM Storm Sewer Plan UDSOGANNETTIB HUDSON FH (W)47"INYe FAX NS!') <]6U100 ST PAUL MN 561w. ST PAUL. MN 551]6 Meraw sal PHONE. B611 284 MISS landscape Plan O�ae6'Mw1, In, wm CONTACT DANIELSGHMIDT aamJ9FM6rs.mn SHEET INDEX TABLE SHEET Description 7 Title 2-3 Street Plans 4 Sanitary Sewer and Watemlain Plan 5 Storm Sewer Plan a Gredinp Plan 7 Erosion Control Plan a landscape Plan 9-12 City Details N 50 Z6 0 2A 50 100 3r IC IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRAGTORSHALL pEIERMINE THE EXACT ----- LOCATIONOFMIYANDALLEX(STING UTILITIES BEFORE COMMENCING INI tEAGREES TO BEFULLYRESPONSBIE FIXt ANY ANO /LLL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND P1ESB6V£ANYANDALL E%ISTING UTILIHES. DRAWING NAGE NO BY DATE REVISIONS USE (INCLUDING covnNG. DISTRIBUTION, AruloN cONVEYANCEOF INFORMATION)OFTHMRIOIXKTISSTRIGTLYWtOHBr1ED Wmig1T SATHREAERGOUIST,MNL'a EXPRESS WRITTEN AOTHpiI)ATx]N. 119E WIT1g1fT SAID AUTHORIATION CONSTITUTES AN ILLEGITIMATE USE MID SHALL THEREBY INDEMNIFY SATHREAERGWST, INC.OFALL RFSPONSBItfry. &LTMRE9ERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANYILIEGITIATE USERaRPARTYIEGALLYRESPONSIBLEFOROAMAC£SORLOSSESRFBULTING FROM ILLEGITIMATE USE IHEHEaY CERTIFY THAT THIS PIM'IXi SPECIFICATION wA4 PREPARED BY ME IXt UNDER MY DIRECT SUPERVBAIHAHOIINTI AMADULY REGSTERED PROFESSIONAL ENGRI®tlaalgl THE LAWS DF TIE BTATE OF MNMESOTA 1 / 1 / r �'� r* e4N i y `, SATHRE-BERGQUIST, INC. g 150 SOUTH BROADWAYwAYUTA.M Ran MR 4m1410130 � A� �<e,l.. CRYfltD.BCT ND FILE NO _ TITLE zG6osool - HANHASSEN ARBOR GLEN 1 / MINNESOTA ARBOR GLEN CHANHASSEN, LLC 12 _ EIaOSABE Be OLS OWIW16 WATERREUSEREVISIONS OPANNBY 67 MOM 07115n6 RENSEO EASEMENm IJYY a NOM 0),;9;16 REVISED SHEETS pK.l®OY 0a OlS 07 11 WATEitSIiED REwS10M6 Old 10 WTA 01/15/16 GRADINGgEVL5pN5 DATE 0911 WATERSHmDISTRICTgEV Drlir soma PE DY[ Ot-11-1) In W. W147 s I -N �.IIFPAL --- a — - — — C S.A.H NO. 18 (LYMAN BLVD.) -- ------ N BERM OUTLOT B OUTLOTA 0 9 \ QI.' ft. ROAD A I0I IBB6 . III` `% In m m� �9G. CFg Rats F9r685 °F 'D T --gi. -- - (1 ~ r�Tai J Grej 7 r____l v 11k� BO 9 1 Weiss I �. BF,VO � 1 I "tT 8175 MYMDALLDAA MMISINGWTOFMISFNLUMTOEKACTLYLOCATEMOPRESERVEANY ALLE%ISTINGURLITIES 1 WO I DRAWING NANE NO. BY _mom_-- USE(IN UTION,MpAM CONVEYMCEQ I HEREBY CERTIFY THAT THIS PLAN ORSPECIFICATipN WAS Sir OB DLS OS1B18 W ELISE N6 INFORMATION) OF THIS DUCTI PRODUCT IS STIOCTLYPROHIBITEp WIN i1 ORkmEKED DMWN BY MOM eters RM9ED EASEMENTS IeEzt lS 's S US EN AUTHOROATION. 119E WRHgR UpN5616 IB916d3 LIW OB S 1 0L4aie TP., oo 05d1SBLaiO 07IISRS OTRBDS WATERSHED REV150N5 118� (. ,1 1 DIS 10 MGM 8� Ia SATHRE9ERGWIST,INC. RESERVESTHERIGHTMHOLDANYLIEGITIMATE Jf F / GATE 1 Wg1E1,50MEISTRICTREV. E2IS illS2 sQ�eS0BLa1;1 U•4'6.3' 18�D0' DPLe: 01-11-17 Lc, N9. 2ata1 O[LBiO� > . 10, • WETUrW BUFFEa-� / � s�a0/ i a / JO, I J / III _' I 7 BERM T m0 hi0 mOnm P mm0ss J?n L--_ — be 11 o�`J�m / /Tuu --1.-_ 1 / Ii ar>5 0 9 \ QI.' ft. ROAD A I0I IBB6 . III` `% In m m� �9G. CFg Rats F9r685 °F 'D T D ArO. El - (1 ~ r�Tai J Grej 7 r____l v 11k� BO 9 1 Weiss I �. BF,VO � 1 I "tT 8175 MYMDALLDAA MMISINGWTOFMISFNLUMTOEKACTLYLOCATEMOPRESERVEANY ALLE%ISTINGURLITIES 1 WO I DRAWING NANE NO. BY 1el�o Q 1 1 BFW75 USE(IN UTION,MpAM CONVEYMCEQ GG PON i� NWI Ro'Jn PL to cL }iS fo Boc4 M!9� fo Sacs us m Ab- crone fo be I/z• Asa.e Ea9e a+ wlter s� SbS Z- Y� Mcc ♦4� { i <9e 4 4WelN Irc Sa]. 1 %2•-MNOOT 2360 SPNfB36CB Maintte Toct Coat - 2357 Smmantoale 1_-MNWT _MO 3PN1193.SOB c haete are 12•-oax 5 A,,y ot. Base 2 YNOOT 3149.2a %elect Gr_.T_ Borrow (see Net. l,. NOTES 1. Me— - ho, ,-ft, RtyuirM Q - 6' Yax"uh, street retcle 7M 3 Mln b t grade 07M s. s0 Tcpyhy p.. a < mee dr - 5 2 Na oa benne ud,. s m et q rf snn cep a he t f. 9 Aceyoneyl , tye b.1 --b. T A fest MI of 1M Ve9mea subgrode dI be Perlrtmea LT t6 rPo�.r- �CBDL��IySIDRI��O�F��y LIWIMOOW 5 2a 25 50 iIW ft. ROAD A I0I IBB6 . III` `% In m m� �9G. RMSrn Rats -v), IN FEET D ArO. El ENSTING UTILITIES SHOWN ARE SHOWN IN AN APPROMMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE E%ACT ELEV92109 LOWPTELEV91869 LOCATIMN MYMDALLMSTINGUTILITIESBEFOREC WNGINGWORK. HEAGREESTOBEFULLYRESPONSIBLEFOR Sraru.SE MYMDALLDAA MMISINGWTOFMISFNLUMTOEKACTLYLOCATEMOPRESERVEANY ALLE%ISTINGURLITIES O1 DRAWING NANE NO. BY DATE REWSIONS USE(IN UTION,MpAM CONVEYMCEQ I HEREBY CERTIFY THAT THIS PLAN ORSPECIFICATipN WAS Sir OB DLS OS1B18 W ELISE N6 INFORMATION) OF THIS DUCTI PRODUCT IS STIOCTLYPROHIBITEp WIN PREPARED BY OR UNDER MO THE SUPERENGINEER ORkmEKED DMWN BY MOM eters RM9ED EASEMENTS IeEzt lS 's S US EN AUTHOROATION. 119E WRHgR ED PRtW SSIRECT IS UN M q DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LIW OB S 011�W O RMERSHED EES MID AtE6ERGOV ION CC'e TITUTE ELJ ILLEGITIMATE USE MpSHgtLlli9®Y SAIOMTHOATHRE3NCONSTST, TH LAWS OF THE STATE OF MINNESOTA OF (21ECKEp BY W DES DES 07IISRS OTRBDS WATERSHED REV150N5 INDEMNIFY SAIHREBERGWIST, INC. OFALL RESPONSIBILITY INCM (. ,1 1 DIS 10 MGM 07 B GRADING REVRKINS SATHRE9ERGWIST,INC. RESERVESTHERIGHTMHOLDANYLIEGITIMATE Jf F / GATE 1 Wg1E1,50MEISTRICTREV. USER OR PMTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILIEGITIMAIE USE. DS01M S°ImgI. PE. U•4'6.3' 18�D0' DPLe: 01-11-17 Lc, N9. 2ata1 PL to cL }iS fo Boc4 M!9� fo Sacs us m Ab- crone fo be I/z• Asa.e Ea9e a+ wlter s� SbS Z- Y� Mcc ♦4� { i <9e 4 4WelN Irc Sa]. 1 %2•-MNOOT 2360 SPNfB36CB Maintte Toct Coat - 2357 Smmantoale 1_-MNWT _MO 3PN1193.SOB c haete are 12•-oax 5 A,,y ot. Base 2 YNOOT 3149.2a %elect Gr_.T_ Borrow (see Net. l,. NOTES 1. Me— - ho, ,-ft, RtyuirM Q - 6' Yax"uh, street retcle 7M 3 Mln b t grade 07M s. s0 Tcpyhy p.. a < mee dr - 5 2 Na oa benne ud,. s m et q rf snn cep a he t f. 9 Aceyoneyl , tye b.1 --b. T A fest MI of 1M Ve9mea subgrode dI be Perlrtmea LT t6 rPo�.r- �CBDL��IySIDRI��O�F��y LIWIMOOW ROAD 2 Nlnb ft. ROAD LS Nun10er RMSrn Rats LS1911 LxWCNvtlOMm D ArO. El D.mm ELEV92109 LOWPTELEV91869 3212 Sraru.SE Wfflmt WriffeR PeRnesepon F. O1 M31.T1 80,00 BUM S ws9.18E 153025• LZ 0'Ms COURT 26.01 SSC 19' 11,03E M 1e0S3/ BO.W 54.74 32B'tOOBDB'E 5r1SVC LS p 1H1331 1.5 Bt 6500 5.50 8911 SS0C05.14E 55.153030E 78'82'Gr G S U N 92 3e94 35 6v3 m 60600 2M,0U 105.63 13.21 b.ro 371'0''33 --TLE 8T155 A2.00'E SSr tt' 1135E U•4'6.3' 18�D0' ROAD 2 Nlnb ft. RSOu Lagt LYIsR21P0 aalml DMMAnglo LS 0'0000 ISM 82l•5003S2E Go Genal am 5875 .95r 250635E BS•120r M 1e5S' I 26-08 NSB•SrmmE ROAD 3 NIW10� SYSRI RSOu LSIpN lirVlBa dr29n DPYNOe p one OW62m N20'1s ss.leE 3r3.7r L1 OHi1M WW :% 407L g I11YT1 rRCJiYRC fTCYIeC TINE NOTES. LVG5095' Excavation ar10/or Cons"t;ion Pfohibiled 1 PRIOR TO COMBUSTIBLE HOME GONSTRUCTKIN, FIRE OPPMNTUS IGCESG ROADS 52 LVCM01' CAPABLE OF SUPPORTING THE WEIGHT OF FRE APPA TLS BULL B: MME Widiout LYNnplit. Wit Siete O.. -Call, AND SERVICMBLE ELEV92109 LOWPTELEV91869 2 STREET SIGNS SIWL BE INSTALLm PRIOR TO BUILDING PERMITS KING ISSUED. e K 36 W =gam M STA2.25.00 Wfflmt WriffeR PeRnesepon F. FIRE MARSWLL MUST APPROVE STREET SIGNME grim m MAGELLANF4PEUNF 3 PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYC*IS LBE SFFVICFABLE UF A IIABiELl.11N REPRESENTATNE MUST BE PRESENT DDURING 4801 CROSSROADS COURT g a LVG5095' HIGHPTSTA.1. 52 LVCM01' HIGH PT ELEV 822.E L PVISTA1s5000. LOWPTSTA2e8'-5 ELEV92109 LOWPTELEV91869 e K 36 W =gam M STA2.25.00 M ELEV91893 grim m 2W% -3,4 x me mf. mm -� _r 'De60 0a) dM50i ap tero d 1+50 p 2eW 240 3'00 a Iu SATHRE-BERGQUIST, INC. FINAL STREET PLAN 8 �,., H 150aWTH eaDADWAY WAMTA, MN. 51301 X444 0000 HAN HASSEN ARBOR GLEN Ra P\ +` MINNESOTA ARBOR GLEN CHANHASSEN, LLC ° 3 PIPELINE(S) 950 909 930 920 910 900 BMO s� 1DOY SATHRE-BERGQUIST, INC. FINAL STREET PLAN 8 �,., H 150aWTH eaDADWAY WAMTA, MN. 51301 X444 0000 HAN HASSEN ARBOR GLEN Ra P\ +` MINNESOTA ARBOR GLEN CHANHASSEN, LLC ° 3 PIPELINE(S) 950 909 930 920 910 900 BMO s� C S.A.H NO. 18 (LYMAN BLVD.) r O d Z H 950 N. PRIVATE DRIVE -1.00 O✓.A O.00 0.50 1.00 1.50 2.oB S. PRIVATE DRIVE Bao 830 920 910 900 4E50 a.00 OH0 1W0 1✓50 2W0 2.50 Excavation and/or Construction PnGhiEited WiBlOut compliance with State On"all, AND Without Written Permission F. 0 25 50 100 MAGELLAN PIPELINE, L.P. E)UVING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY TME CONTRACTOR GNALL DEiFAMINE THE FxAGT Let mak at i MMMM■ A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPEUNEjqj L MONOFANYANDALLELISTINGUTILITIEB11EF COMMENDINGWORK. HEAGPEES TO SE NLLYRESPONSIBLE FOR NOS a SCALE IN FEET - ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVEANYAND ALL EUSTING UTILITIES. DRAWING NAME NO. BY DATE RF/1910ta8 USE (INCLUDING COPYING, DISTRIBUTION, ANDA CONVEYANCE OF _ \ BERM BERM +EMRANCE �t. INFORMATION) OF THIS PRODUCT IS STRICTLY WIOHBIIED WITHOUT 34THRE-BERGOUIST,INC�.E%PRESSWRITTENAUTHOR MN. USEWIMWT SAID AUTHORIZATION CONSTRUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SITHRE—RGWIST, INC. OFALLRESPONSIBILm. SATHREEERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILIEGRIMAIE - OUTLOT 6 - FINAL STREET PLAN ARBOR GLEN 2aemaol eY W MDM 0711&118 NEVISED EASEMENTS o. s Ell-_ CNECKEOBY Be GUS 071[6/15 WATERSHED REVISpN3 DLS 10 MOM 071M16 RADING REWSIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROMILLEGITIMATEUSE. q.�a P..+� MINN ARBOR GLEN CHANHASSEN, LLC L DATE 1T— Ls 1 18 WATERSHED DIB TREY. Dan*Sdunak.PE. Dab: 01-11-17 LN. N0. as T Ow 5 FINAL PLAN 3 1 m�$u I I »s •rlm0 wM .r I *° nn a 461 SL481S a� n it 9A G j' I f0sd � lb 1 mOnm � 15m Baled[ - Isolate I I 8-A j I M W 1 I J 1 1 4 s7 11_ �Yy.R S'BLB dO IB'916d 0-[L1183R I 8'BBBdSI L �J 15'BIBiD I O� 1 1 Sween I If8t8111 I 8� ii' fLlB 1 I be qq �]mOm� � L LLQ � zscN'9` -1 1.684810 1 I BR48L OLLOD, A l 1 I o'Rle1011CC - - 1 �mO�a jA IF-'a� m0 90TFy9]O955 0 9Bg m BJ9, OF919' �-/, I op __JOJn O yc� �' 1D' i�/ BE Ali� aO 5 ga,waas /_ P, m J _�: .� '.III III �I `�.y.me'0aSi y /i , `III /II .II 5.IVJ'o'I I I'll III III III III III III III // /./aFFiTafy(, � 1 II II ;I � D—.� =— III • ��° t`�,j i $ A, wEnll � - �- � �----- / ex apR1e5 I -a • i �� r� l l l l l l l l l l l l l l / 7/eA0� Woa . 1111111 II II II I I �� j �� eP59as h v�OT°• - - - - • - . - Ililillilll 1111111 --- r O d Z H 950 N. PRIVATE DRIVE -1.00 O✓.A O.00 0.50 1.00 1.50 2.oB S. PRIVATE DRIVE Bao 830 920 910 900 4E50 a.00 OH0 1W0 1✓50 2W0 2.50 Excavation and/or Construction PnGhiEited WiBlOut compliance with State On"all, AND Without Written Permission F. 0 25 50 100 MAGELLAN PIPELINE, L.P. E)UVING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY TME CONTRACTOR GNALL DEiFAMINE THE FxAGT Let mak at i MMMM■ A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPEUNEjqj L MONOFANYANDALLELISTINGUTILITIEB11EF COMMENDINGWORK. HEAGPEES TO SE NLLYRESPONSIBLE FOR NOS a SCALE IN FEET - ANYAND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVEANYAND ALL EUSTING UTILITIES. DRAWING NAME NO. BY DATE RF/1910ta8 USE (INCLUDING COPYING, DISTRIBUTION, ANDA CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATON WAS I CITY PROJECT NO. FSENO. EKLOEASE SO DLS 05110116WATERREUSEREVMIONS _DFAWN INFORMATION) OF THIS PRODUCT IS STRICTLY WIOHBIIED WITHOUT 34THRE-BERGOUIST,INC�.E%PRESSWRITTENAUTHOR MN. USEWIMWT SAID AUTHORIZATION CONSTRUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SITHRE—RGWIST, INC. OFALLRESPONSIBILm. SATHREEERGOUIST,INC. RESERVES THE RIGHT TO HOLD ANY ILIEGRIMAIE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION MO THAT I AM A DULY REGISTEAEI PROFESSIONAL ENGINEER UNDEATHE 1AWS OF THE STATE OF MINNESOTA V �/ l�/J aL, /L �N aWyF Wf �i SATHRE-BERGQUIST, INC. g .. 190 SOUTH BIWADWAY WAY TA, MN. 56591 (PML)ATBW00 HAN HASSEN FINAL STREET PLAN ARBOR GLEN 2aemaol eY W MDM 0711&118 NEVISED EASEMENTS LAV OB MDM 07119116 REVISEDSHEETS CNECKEOBY Be GUS 071[6/15 WATERSHED REVISpN3 DLS 10 MOM 071M16 RADING REWSIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROMILLEGITIMATEUSE. q.�a P..+� MINN ARBOR GLEN CHANHASSEN, LLC L DATE 1T— Ls 1 18 WATERSHED DIB TREY. Dan*Sdunak.PE. Dab: 01-11-17 LN. N0. as T Ow 5 FINAL PLAN 3 EXISTING UTILITIES SHOWNARE SHOWNIN MAPRROXIMgTE WAY ONLY THE CONTTYLTOR SHW.I. DETERMINE THE EXACT LOCATION OF MYANO ALL EXISTING UTILITIES BEFORE COMMENDING WORN. HE AGREES TO BE FULLYRE.SPO'ISIBIE FdY ANY MO ALL DpMgC£S ARISING OUT OF HIS FALURE TO EXACTLY LOCATE Mp PRESERVE ANYMDALL EXISTING UTILITIES nnin PRESSURE PIPELINE 930 EXcaNaeon a1MbE Corebucbm Pmhibited WiGtout compliance with State One -Cell, AND WiDwut Wnnen Pennissian Fmm 920 MAGELLAN PIPELINE, L.P. iNTATNE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) 910 FIRE NOTES'. 1. PRIOR TO COMBUSTME HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS 900 CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERWCEASLE ]. STREET SIGNS SHALL BE INSTALLED mics, TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE 3. MIUR TO COMEUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVOEAINE. B90 MH1 STAN228 RINUM.? y BLD: 21.8 4L _ 991Bacr roN r Ml ro T-.. t u MH1 MHEX.1 MH 1A STA3.225 STA 0.000 STA :0.084 RIM.=7 RIM923.7 RIM.9M9 BLD: 218 BBD SANITMYSTATIONING -1.W 0•W 1.00 2.00 3.00 R A I i ENSIWC GR 9220 E5T. TO' CF PIPOWE - 4"111EL0 ` ERR PRF TO CENSTMSTIO ) PRCGP'FD fWA�-92L8 STAA� �[�tj POPD 9ASE(39")-9W 25 MH2 MH3 RIM9092 STAA.518 RIM 829.RIM 8196 MH4 BID: 1344 BLD: 179 STA .5.23.T RIM91B2 BLD: 18.1 MHS STA )•664 NrGFANf i RIM9159 rwLW R�=MT BLD'. 127 MpE�MIT PenNED _ rwcmm o rmc aPNx o n.117BbsXA 9AIUBG4B\ i MH6 MH? STA 8.318 BTA9M4 MRWr RIM9157 RIM917.1 BLD. 12Z - - SID: 152 $ ne�s9sn g i 940 930 920 910 900 890 S80 300 4.00 500 6.00 )•W 8.00 9.W 10W0 N. PRNAIEIX NIESTAMONING (POG 1.00 1•)2 930 1 930 920 __ _-. I ALL DIP FOR SANITARY SEWER LINES$HALL BE POLY- WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. INE IRENll1 p'n 5 ygMti I HEREBY CERTIFY THAT THIS PLAN OR SKLIFIUTgN WAS PREPMEO BY ME OR UNDER MY DIRECT SUE IBON AND T1WT1 AMADULYREGISTEREOPtOFE581ONgLENGIPIEII3UNDFATHE LAWS OF THE STATE OF MINNESOTA - - - -_ � WFL` g WDATE 44¢ARBOR SATHRE-BERGQUIST, INC. 1509W111SpADWAY wAYUTA 6O$y+(6!)•4n6000 N+F ePP0.4wNPiC i E RCNM 910, Y. REFER TO DETAIL SHEETS TO WE STRUCNRE DETAILS. GUFNAM'. FIq. pi9.a CHANHASSEN MINNESOTA Ll UNM Be IMOM 07/19116 REVISED SHEETS - ev ABY THE TH ! ICW A? IN OLS OMpM771fi116s.TIREEERGauIsrINc. S ALL HYDRANT NCMMgRKB ARE TOP NUT OF NYIXUNT. BE 4CCpIpPN:£ 1Y1L0 K0.LalIIX15. rRErrx 845-2M �prbM 900 I. MANHOCgTIONB TO BE$UPPLIEp 6YERIFIEO BY CONTRACTORS WYE STATIONING IS CALCULATED FROM THE DOWN STREAM M w "f-PPLVmVV tltltl i 4r&asr MANHOLES. E%C MXI N E 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. INV.a9].IN �1 ®1 S ALL HYDRANTS AND HYDRANT GATE VALVES ME RETAINED AND TIED BACK TO THE WATERMAN TEE BY MEANS OF APPROVED CB% MEGALUGS UNLESS OTHERWISE NOTED C 9291 I CB 51 _ TC 5-INV91782 T ALL SEWER SERVICES ME LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 15'WV9iB11 B. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. I' 9. ALLVKASONTHEWATM"INFORTHISMWECTSHq LKTEVq VES. NOBUTTERFLYVALVESSIT&LBEUSEDONTHE WATERMNN FOR THIS FRWECT. O 10. THE CITY CE CHANHASSEN CURRENT 'ENGINEERING GUIDELINES' AND 'SPECIFICATIONS' SHALL GOVERN. 11. INSTALL HYDRANTS B' BEHIND CURB (TYPICAL). -A POLY WRAP ALL HYDRANT BARRELS O ii) BAG ALL HYDMNTB UNTIL THEY ARE TESTED AND RUT IN SERVK,E. O 12. ALL 4'. 12' WATERMAIN SHALL BE PVL C= IDIM). 0) I.- WATERMAIN SHALL BE PVC C9M OR ALL 1S I.W B1 'E 13. MECHANICAL BALLSSHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALWTION OF PIPE TO PROTECT r _. EASTING LINES FROM DEERS&SEDIMENT INFILTRATION. BLLLSSHALLRE NUNTILLINE$METER£VI9EDaA[k'EPIEDBYi CIW O 14. THECONTR MRSHALLCONTACTTHESENER&WATERDIWSION ATLEAST4BWURSRODRTOANYPUMI-C EVAYWATERMNN CONNECTION 15 SMITMYSEWERMOWAME N$ LMWWCIry OWNEDAFTERCONSTRUCT*NMDACCE Tg BYCT' KIL. C.S.A.H NO. 18 (LYMAN BLVD.) EXISTING UTILITIES SHOWNARE SHOWNIN MAPRROXIMgTE WAY ONLY THE CONTTYLTOR SHW.I. DETERMINE THE EXACT LOCATION OF MYANO ALL EXISTING UTILITIES BEFORE COMMENDING WORN. HE AGREES TO BE FULLYRE.SPO'ISIBIE FdY ANY MO ALL DpMgC£S ARISING OUT OF HIS FALURE TO EXACTLY LOCATE Mp PRESERVE ANYMDALL EXISTING UTILITIES nnin PRESSURE PIPELINE 930 EXcaNaeon a1MbE Corebucbm Pmhibited WiGtout compliance with State One -Cell, AND WiDwut Wnnen Pennissian Fmm 920 MAGELLAN PIPELINE, L.P. iNTATNE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) 910 FIRE NOTES'. 1. PRIOR TO COMBUSTME HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS 900 CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERWCEASLE ]. STREET SIGNS SHALL BE INSTALLED mics, TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE 3. MIUR TO COMEUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVOEAINE. B90 MH1 STAN228 RINUM.? y BLD: 21.8 4L _ 991Bacr roN r Ml ro T-.. t u MH1 MHEX.1 MH 1A STA3.225 STA 0.000 STA :0.084 RIM.=7 RIM923.7 RIM.9M9 BLD: 218 BBD SANITMYSTATIONING -1.W 0•W 1.00 2.00 3.00 R A I i ENSIWC GR 9220 E5T. TO' CF PIPOWE - 4"111EL0 ` ERR PRF TO CENSTMSTIO ) PRCGP'FD fWA�-92L8 STAA� �[�tj POPD 9ASE(39")-9W 25 MH2 MH3 RIM9092 STAA.518 RIM 829.RIM 8196 MH4 BID: 1344 BLD: 179 STA .5.23.T RIM91B2 BLD: 18.1 MHS STA )•664 NrGFANf i RIM9159 rwLW R�=MT BLD'. 127 MpE�MIT PenNED _ rwcmm o rmc aPNx o n.117BbsXA 9AIUBG4B\ i MH6 MH? STA 8.318 BTA9M4 MRWr RIM9157 RIM917.1 BLD. 12Z - - SID: 152 $ ne�s9sn g i 940 930 920 910 900 890 S80 300 4.00 500 6.00 )•W 8.00 9.W 10W0 N. PRNAIEIX NIESTAMONING (POG 1.00 1•)2 930 1 930 920 __ _-. 920 DATE REVISxx15 _ 05'14+6 WATER REUSE BENISONS USE 11NCw01NG('APYINc, 01sTRIB1ITION,ANOCR C:ONYEYANCE Cf INFOIRNATON) OF THIS PRODUCT IS STROTLY Rlp19NED WITHOUT y1TIRE-BERGOUI$r,ING,EXPRESSwRIrtENALTRORIiArON USEwTRDLT ENO AULHORDATION CONSTITUTES M ILLEGITIMATE USE AND SLAUL THEREBY INDEMNIFY SATHRE4E9CAUIST, INC OF ALL RESPOKSBILITY RESERVES THE RICHT TO HOLD ANY ILIEGITIIMIE FROMILLEGITIWTEUSE I HEREBY CERTIFY THAT THIS PLAN OR SKLIFIUTgN WAS PREPMEO BY ME OR UNDER MY DIRECT SUE IBON AND T1WT1 AMADULYREGISTEREOPtOFE581ONgLENGIPIEII3UNDFATHE LAWS OF THE STATE OF MINNESOTA - - - -_ � WFL` g WDATE 44¢ARBOR SATHRE-BERGQUIST, INC. 1509W111SpADWAY wAYUTA 6O$y+(6!)•4n6000 cITV PROJECT ND 910, FILE NO 23605901 910 DRAWNBY 07 .BOM 07115+6 REVISED EASEMENTS - - CHANHASSEN MINNESOTA Ll UNM Be IMOM 07/19116 REVISED SHEETS - TENTH m OLS OMpM771fi116s.TIREEERGauIsrINc. WATERSHEDDISTUCiREV T T.1S�INS wT BFINAL PLM- 9.61MMTTAL 900 - 900 4r&asr T rD9 890 000 1.00 2.01] nrnbn NG _ EKLO Bqg OB BY OLS DATE REVISxx15 _ 05'14+6 WATER REUSE BENISONS USE 11NCw01NG('APYINc, 01sTRIB1ITION,ANOCR C:ONYEYANCE Cf INFOIRNATON) OF THIS PRODUCT IS STROTLY Rlp19NED WITHOUT y1TIRE-BERGOUI$r,ING,EXPRESSwRIrtENALTRORIiArON USEwTRDLT ENO AULHORDATION CONSTITUTES M ILLEGITIMATE USE AND SLAUL THEREBY INDEMNIFY SATHRE4E9CAUIST, INC OF ALL RESPOKSBILITY RESERVES THE RICHT TO HOLD ANY ILIEGITIIMIE FROMILLEGITIWTEUSE I HEREBY CERTIFY THAT THIS PLAN OR SKLIFIUTgN WAS PREPMEO BY ME OR UNDER MY DIRECT SUE IBON AND T1WT1 AMADULYREGISTEREOPtOFE581ONgLENGIPIEII3UNDFATHE LAWS OF THE STATE OF MINNESOTA - - - -_ � WFL` g WDATE 44¢ARBOR SATHRE-BERGQUIST, INC. 1509W111SpADWAY wAYUTA 6O$y+(6!)•4n6000 cITV PROJECT ND FINAL SANITARY SEW ER AND WATER MAIN P�N ARBOR GLEN GLEN CHANHASSEN, LLC FILE NO 23605901 DRAWNBY 07 .BOM 07115+6 REVISED EASEMENTS - - CHANHASSEN MINNESOTA Ll UNM Be IMOM 07/19116 REVISED SHEETS - CHECKED BY ro OUS 07(/&16 WATERSHED BENISONS- OLS OMpM771fi116s.TIREEERGauIsrINc. WATERSHEDDISTUCiREV DeP.kh.mPE Dwe 01.11-17 LC. W 211147 BFINAL PLM- 9.61MMTTAL O 1 — � — —_ -- --- ---_— C.S.A.H NO. 18 (LYMAN BLVD -1 Iretp � I � IAET iTMP I WI OUTLET A� EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTORSHALL DETERMINE THEEXPGT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORECOMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANYMO ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE MIl'AND PLL E%ISTNG UTILITIES. STRUCTURE TABLE 9.10 SIB 610 STRUCTWENASE TYPE DIA ETEft RIM BUILD INV CABTPX9 NOTES 2 STMH b' 89].3 a8' M2b 0.-18928 �: B9BA 3 CMM 19' 908.9 82 900.1 R -1392d TC: 9155 TC -913.5 920 900 BLD 14 900 1 b' W9.0 90' 9050 Rd3/2 BLD 10 BID 14 5 CBMH <S Oil 41 8073 RJ31Y / 9 CBM1 I9' 917A 9b' 90a2 R4312 184-12ACP T 03 ZT 91]b Itl 909.5 85312 CL.501m -- 910 690 29.441TMAur 0.t S DINH 18' 913A 14 9090 R3N7 cla®OTOR —us t.1% AS I ® 9 CBM( wU' 9100 R3C9) 8�$ S qyg f0 C&A1 N' 9UA 11' 9108 RJOB) i 900 MO BBB ii CBM( 99' 90A91118 12 CWAH aC 9139912] j:�j 13 CB 210' 9182 4011912.3 H GB 21P 9133SOBSDRMEOVERCASTNG g30 670 870 D•� 1909 M50 0.00 1.00 930 ZOT 920 G 9155 BLD dp 111-021_ 930 -CWH4. ENTAG TC 9118 K Ti1+2�1w BLD 96 MM I ' LD 11 t' 1 031111144 10:909.0 ��- CBIS' -98.0' — MD: 10 TC.M09 BLD: BY 910 FM TAME BMsaas Nolle SMGMa Nolle TYPE 8ME(W.t IHV C.Y.ww 1 FES 21 WIN 12C.Y. 1s FES 21 992-0 9C.Y. OUTLET STRUCIURETAME BMsaas Nolle TYPE INV DETAA t8 CS 8AO 9ff SIM1CTlMEOETM. CL5®080%-7 'n$ IN 3'15; C7 _ CL5®212% DRAWN BY 07 MOM0) _I&I6_REVISED EASEMENTS OB MOM 07/19116 ISEDSHEETS UW REV 211E -I2 1 NO BE _ BY OLE CLS 00.014 Ru4 1128' 158CP I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AMAOOLYREGISTEREDPROFESSIONALENGINEERUNOFRTHE (AWS OF THE STATE OF MINNESOTA (� &'a✓l 4, paaea a69E f are �a`9m. PAF SATHRE-BERGQUIST, INC. 13050UTHBROAOWAY WAYZATAMN.S5%H OMM41 HIBN $$ CL5®080%-7 'n$ IN 3'15; C7 _ CL5®212% DRAWN BY 07 MOM0) _I&I6_REVISED EASEMENTS OB MOM 07/19116 ISEDSHEETS UW REV HANHASSEN MINNESOTA 12 CL.50 O.NY. $ 8 BUS 10 MOM 0)26116 GRADINGREVISXJNS 900 �i SWy15 OES 100.. F17iNpL'.µ UILITTI A $$ i?e » S "I, 590 885 MBO NOD 2W0 3W0 HMD SRB 525 930 920 920 TC'900A BLD Tc.neA TC: alas MD t3 TC.WID TC:911.1 TC 9133 MD:aT �® B10:1_r _ BlD:1.1' TO.9m8 929 970 e'rw7 •� \ 910 Olk ozBLD ]2 pai/.TOI \ TC BBI3 mcuxo ' BID 1% FAP V 198 T'-15T1CP 970 900 900 CL5@031% T MC -15 TCP 52.0-15Y2L4 ;112�CL3 229-12RCP A CL30043% CL.S®1.1914 123SACL5®131% 123-03T 1'-I5 o CL50293% $e$ $ $ 9_ 900 ISP., sa n 999 � � 144251% - 999 o€� OR ERE 990 990 SSO S80 870 870 N00 2M0 3.an IH,A 4-0 Or50 OHB 1W0 ZKO WARNING HIGH PRESSURE PIPELINE EXwvaOan and/or Construction ProhllKkd WitnBUt complmnca W8h Slab On. -Call, AND Wltlwut Wnden Pane.". From MAGELLAN PIPELINE, L.P. NTATPIE MUST BE PRESENT DURING WOI t 50 25 0 S 50 100 ■ MEN BGLE I DRAWING NAME EKLO BASE NO BE _ BY OLE DATE REVISIONS 05110/16 WATERREUBEREVISIONS USE (INCLUDING COPYING, DISTRIBUTION, ANDIOR LONVEYANGE OF INFORNATION)OF THIS PRODUCT IS StRICTLY PRONIBITE0 Wl11KK1T SATHRE-BERGOUIST, INC a EXPRESSWRITTEN AUTHONIIATON. USEWRIId1T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUST, INC. OF ALL RESPONSIBILITY. SATHRE-6ERGOUISTINC. RESERVESTHERIGHTTOHCLDMIYIILEGITIMXM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AMAOOLYREGISTEREDPROFESSIONALENGINEERUNOFRTHE (AWS OF THE STATE OF MINNESOTA (� &'a✓l 4, paaea a69E f are �a`9m. PAF SATHRE-BERGQUIST, INC. 13050UTHBROAOWAY WAYZATAMN.S5%H OMM41 HIBN CITY R90LCTN0. FINAL STORM SEWER PLAN ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC FILE NO. 23805001 DRAWN BY 07 MOM0) _I&I6_REVISED EASEMENTS OB MOM 07/19116 ISEDSHEETS UW REV HANHASSEN MINNESOTA 12 CHECKED BY B9 DLS 072&16 WATERSHEOREV19 BUS 10 MOM 0)26116 GRADINGREVISXJNS DATE 1 DLS 0911ZIt6 WATERSHEDOIS TREV. Danwlkh.91LPE. Gas: 01-11-17 Le. KP. sKN7 SWy15 OES 100.. 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F _ � � nE a. wem rommrsEmMrwetaEfEE+TvwTOw..Emewe. _INTRAD- nNTOWA..TWOWIA WALKOUT (WO) i g SUMP E FISHED GRADE PER S H GSMINONIx. __I YIEfiANOS \ 2yY o x 3�—dWnGEFLOCIx W T EL xs BELDw xNwrEIROCII SPECIFICATIONS: 1P tr Wr.I-� �Yilfl ~� av /LooxouT ELEVAmN MONUMENT EYy �7 _ GRIND EARRry1ATtp(I.P.Xf / NTi'ei B�.Px GFtNrS { ?1, r BUffE11M9M0AlalI1TE CONI Cf A POST M!p p MEILPNp BViFFR 4Cr1 TYPICAL LOT DETAIL �� ° l9 �5 �.. Pl w REAR W E EVA ON - - — — — — — - O \ / TOPSOIL 9 �L f E, JD BUFFER SIGNS DENOTES LOT CORfER STARTS HERE _IJ41 WITH THE TOP OF THE PosrS ELEVATION. T 4L'G. S.tF,� ,M�F� I. L: yq TH .M_A AONA8a SCREWS OR RIVETS DENOTES LOWEST(mw ADJACENTCRUDE m MATERIALS FCH DENOTES LOT-. ISixm, `� YYA NKuuxEWAaeK�M .: A SWARE DENOTES REAR OF LOOKOUT (LO) NUMBER� � � - � � Mi- �.. TREATED WOOD OR OTHER Cltt APPHOwD MA.:_ DENOTES BASEMENT ,x' \\ E _T INSTALLATION FLOOtELEVATION /A` E x FINGrEDGRADEPFR _ EE}+ R Y SS—GRwDINI _AUS POST Pyyyg TO n rEIWi Cf FOUR r= DENOTES LOM}t DENOTES HOUSE Q�� E O x E WRAACEFIDOR 'INN M. P FLOOR ELEVATION LO TYPE -(j_ y�T ��\ w T L -ET AT LEAST s_ I1 IN THE GRI OF tm13_ DENOTES SETBAQ( 'Y'U_7K. •• tP 1r 9V SELOW GNIKE FL001x DENOTES EASEMENT - - LINE .y�� ,M.W. N31 STgly[D SA EACH LOT LINE AMFM T CSOSi LSE ; TYPICAL RETAINING _ "'CCC ` y: ^_wET - AAAA c/E-_[L BFi1a3EEAII WITHNST ANo ARIUMRSFACII15 I l_.- INSQFIE�MMTA-, � L-, I \w., {� nw _WALL DETAIL w~ L 1 THE MOM N NTSUNNIB AT THE DY —�I DRIVEWAY SLOPE (PER GRADING mNe TOPSOIL PLACE pCW SLUTL POSTS UR LAN ESSpR. TO FDLLDW BVFFER CCNiWR UNE RAN ELEVATIONS) `," �: a a is _I sP WARNING / ENSURE FULL Bx9EMENT PMS ME CROWNED HIGH PRESSURE PPEUNE I WPM � Iv.®o.da.o.ml FULL BASEMENT FB Ezpvatlon anOlar C.IXISPOLLIXI PIWIbibO I I / // �� ( ) %I/ NOTES WroWlxt iEN:84ri01SIOmCal OmN l AND /� IDRADE(EEB.0) SENIND EACH HONESITE LS n LON l I I / /' E DROUfD EIFVAiON ANOPROPQSED TCP CF TCPSg4 WiOImA WDOen PEmiasion Fmm -jo I SIBIPADESLWLLH RADE am FEEL STANDARD DETAILS /� _. ':NSVT Ix CA"OT C�IwDEAruL 19 FRONT Two uTiVTr WETLAND BUFFS= MAGELLAN PIPELINE, L.P. / /////�'�� PrIESE DErwLs rFFBIHFDEwrPEWFD FaNDErEx A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PPEUNE(S)I, - / !//� / I wAU AxOwOr OW'PFpJNIEMTCP Fp1AWTXN TD :' OOIIOEIEVATgN FptwLLOONWIBAIO wNRWTs. 5C 25 O 25 5O tOO ' E]R nT UTILRIESSHOWNARESHOWNINMIAPPROXIMATEWAYONLT THECCNTRK,Tpi3HALL pETDiMHlE T1E EXw'T M M M M M LOOATIONOFANY/JIDALLEXISTNGUTILITIEGSEFOREFAMMENCINGWIXtN. HE AGREES TO BEFULLY PE40N31BLE FOR STALE IN FEET ,yOR ANY MIO ALL pM.+M{3 A{tI31NG OUT OF HIS FAILURE TO E%ACRY LOCATE ANO RFSERYE MiY MAw1 EXISTING UDLITIES. DRAWING HAMS HO 0Y DATE REVISIONS I HERESY CERTIFY THAT THIS PLAN OR SPECFRCATDH WAR CT'PROJ6.TNp FRENO. USE (INCLUDING COPYING, DILCTS STRI ANOOR OONVEI'MXE OF EJ(LO EASE m I% 05NOAE WATQt REUSE RENISIoIs INFORNATION)OF THIS PfxOWCi IS STRICTLY PROHIBITEp WIDW]ITT PREPARED SY ME OR UNDER MT DIRECT SGFERNEpNAM TINTI yvY • . — FINAL GRADING PLAN 23SS Ot OfINOYNBY W MOM 107115x15 REWEFD EASEMOGS SATHRE-BER000IST,ING:SEXRiE35 WRITTEN AUTHORI)ATXNJ. USE WR1pllT MAAOULT REGISTERED fl30FE5510NM ENGNEE1t UfaBt T1E II9Y N ,IoM 07119/+5 REV49FDSHEEiS - SAIDMfTHORIUTIONGONSTITUTESANILLEGITIWMUSEAHDEHw1,16iE8Y LAW'S OF THE STATE OFMWIESOTA f $ SATHRE—BERGQUIST, INC. DIECC1ED eY DI OLS 07/26Itfi WATERSIEDREVISIDYS - INDEMNIFY SATHREEERGOUIST, INC. OF ALL RESPONSIBILITY ( f t A 4 1SO SIXITH BINApWAY WAYlATA fwt Si11�1eT55000 HANHASSEN ARBOR GLEN 6 DIS N MOM 0756115 GRADING RE'VISgNfi SAiHRERERCAUIST,ING RESERVESTHERIGHTTOHOLDMIYILLEGRII.NTE ./I /�Vy. / USER OR PI LEGALLY RESPoN518LE FOR DAMAGES OR LOSSES RESULTING "� wL • W •� MINNESOTA GATE + LS + WATERSHEDOISIRICTREV FROM ILLEGITIMATE USE DEiwSlfe PIE i4 ! ARBOR GLEN CHANHASSEN, LLC 12 OLWfS DIS' FINN PIAN SUSM M DFM: 01-11-17 Lit NL. EFUi • eAF ( -7 ------ -------------------------- _ C.S.A.H NO. 18 (LYMAN BLVD.) —-------r�_ � --- EXISTING UOLITIESSHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTORSHALLDETBRILnNE AHE E]NGI LOCATIONOFANYAND KL EXISTING UTILITIES SEFORE COMMENCING WORT( HEAGRFES TO FE FULLYRESPOLS®IE Fort ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANYAND ALL E%ISTNG UTILITES Ofi DCS MIMS WATER REUSEREVISX>NS USE(INCLUDINGCOPYING,DISTRiBU m,AIQ9RCONYEYAl1 W INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITOU`l` SATHREEERGDUIST,INC'e F_%PiE$$WRIITEN FUTHORPATMIN. USE\YRHOIT SAIOAUTHOOIATION CONSTITUTESARILLEGITIMAlE113EANO9HALLll6®Y INDEMNIFY SATHRE�ERGOUI$T, INC OF ALL RE$PoNSBIIIY. SATHREEFRGOIRT, INC RFSERVES THE RIGHT TO HOLOANY IIEGITIIMIE USER OR PARTY LEGALLY RESigNSIBI.E FOR DAMAC£S OR LOSSES RESULTING FROM ILLEGITIMATE 115E It V MM REVISED FJIREMENTS _0711&16 SIR MOM 07/19118 REVISED SHffTs • DLS 0TRN18 WAT6WIm REV1910tL4 10 MDM 07/16/1: GRAD MG REVLSIONS Ti---DLS b4HR/1fi WATERSHMDI$TRICTREV _ 11!)I �. I� 1 _ � 4�f:A�_lM�ra��f°'� IYNWY�h�•'�°e •`" YY v= g �l`�•`�� I��pU^Ilyl4^°""u^y;;u��si'� `�_e �l.^ti!1�� '+�� n'I 4G I,dll Yghn QpN nlWy n4 h"hh"^ �h`R; a"^4 �IIOa, ` `• 1F R �T..�,.'�A�i Illi1ii'IYN AhuruppnHd�fl"hiypllh 41d I . N�P,I;yy •• •`•/1 V�� `F�-aa�-L�t�,`e baa UQ ��p np ....� 4t,j pq `1 yNt�bRuyyhgV d�HVh4hyNt ♦ ze 1� Lkn"ylll,p0y" ,, �! �'•'��.� I. Mih�l!yhllyplWq^hll"he•V""h �L��'�' . �F .i I "� � -a�A•q .I�,nyyq�yp�uq^"tiUynVl;M� ••.� I��ti .. 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SATHREEFRGOIRT, INC RFSERVES THE RIGHT TO HOLOANY IIEGITIIMIE USER OR PARTY LEGALLY RESigNSIBI.E FOR DAMAC£S OR LOSSES RESULTING FROM ILLEGITIMATE 115E IHMP,wNe PREPARED BY ME QR UQHtWDP AM A DULY REGISTIERm PROPERPC LAWS 6 THE STATE DF WE X ,, ,q ✓ L�y�/ V MM REVISED FJIREMENTS _0711&16 SIR MOM 07/19118 REVISED SHffTs • DLS 0TRN18 WAT6WIm REV1910tL4 10 MDM 07/16/1: GRAD MG REVLSIONS Ti---DLS b4HR/1fi WATERSHMDI$TRICTREV DYtiN SNMY, PE L,FLL dt-tt-tT 1S-�- 6Li--6f1291T-fINAL PIAN AL Ce81^CIrCNMIB N.anr.�No ..T iT I EEPs 8Ly f SATHRE-BERGQUIST, INC. "V 1SOSOUIHOROADWAY WAYMTAMN.l6N11,BB1AtS®OO 4• ooi;ooa ROCK ENTRANCE BERM SILT FENCE POST GRADING SILT FEI mem— BIO -ROLL ® CONCRETE WASHOUT 9 INLET PROTECTION EROSION BLANKET ® wETUNo euFFEn MDNOMour ,�P.e�NNnaN.e MAGELLAN HIGH PRESSURE PIPELINE Exwv bw and/or Construction Prohlbded Without wnpliance YAth State One -Call, AND WiMoul WnDen Permission Fmn MAGELLAN PIPELINE L.P. H SO 25 0 25 50 too mno 'p0 BGLLE I qtY' N RoEST pCLTND. FILE NO. FINAL EROSION CONTROL PLAN I 2xosadt ;HANHASSEN� ARBOR GLEN �Y12 MINNESOTA ARBOR GLEN CHANHASSEN,LLC yY -..__.- USE(INCLUOING COPYING. DISTRIBUTION. ANDIOR CONVEYANCEOF MFORIMTION) NM , NN 6615 RMnnlsladler bOeml OF THIS PRODUCT IS STRICTLYPROHISITEDWITHOU,NORBYBASSOCNlE6 / Norby &Associates LANDSCAPE PLAN DRA"wr 1 ,w 1.2L17 Reaimwo"M tANOSCAPEARCHITECIS.INC'sE%PRESSWRITTENAIIDgIlil7ATION. USE 14 NM WITHOUT MDAUTHGRVATIGN CONSTITUTES AN ILLEGITIIMM JSEAND SHALL ,^.- ^s aa�aa CHECI�pSy IHERESYINDEMNIPYNGRSY6ASSOCAT lLINDSCAPEARGHIMGTS, INc OF ALL """' ' ^ Landscape Architects, Inc.IIC. CHANHASSEN, ARBOR GLEN a Tyy RESPONSIBILITY NORSV 6ASSOCMTES LAElGSCAPE ARCHITECTS.INC RESERVES s� MINNESOTA ME RIGHT TO HOW ANY ILLEGITIMATE USER OR PARTY LEE:aLLY RESP 1111 Im Em3 vd SpeM C6 WL, MN 55318 (93z)ML-0810 a, 63-15 FORDAWGESORLOSSES RESEILTINGHROMILUMITMRTEt n. - I- e.rl_ 1n C.S.A.H ARBOR GLEN PLANTING LEGEND NO. 18 (LYMAN BLVD.) — KEY COYMONNMIE BDTImcALNmE QTY. am RDTE6 TREES --_ — — — — AL RaSEEM16 NYSE a6►6MFarM'RNNdM 5 2SBB INdv HA HKIIJUM 4 2SBB Im0> 6b�SS Ycstics ys irnr 4 24BB ------- -- - -- ---------- "[- -----� , PF Prke,bl Flm L6ENs lanmcem HiaubR' 6 2SBB SlmiW sinkla.der ,\ , 1 \ -- -- ----- --- I 3 RAV BkCIE Ba6d 3 %IBB Cllm PAt R,,:ISmaIHVAPla 6 2SBB Shagot 5008kedr 1 v, W Rall Oek Q.. nba 6 2Sm 1 M n F"I I I. WO WNIi,Ott DYCCIG Mae 6 2Sm -- --- - - - -_ -- --- 1 I EMERGREEm BH BIsk H6sSpIaM 10 an / _ -I I MP Ps iRsae2sw6 6 smWILLIAM I WILLIAMmM EROS. PIPELINE EASEMENT I s wP WNP3Ee PYAc da6se T Fm as I ORNAMENTAL TREES EY Pet Spai MYa Pnk 7 zm / se A1Axnn BIMSNs . ;Vrewars s sm CSm .. r---- -T -__-- _ _ ; snHee n M,a 1mILrL vwar a axr __ .kEd6 MwIMAw Nk..PW 3•NT M CEroI1 Hs6NY wsIEUY a 3•Nr I _ IN Oe Nnenst CPAibgM ,5 3•Nr _ TIM ,3 I C I NOTES: O FRONT YARD TREES: I I I I I --- - - - - - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONFER TREE TO BE I 1 I I I Z PLACED IN THE FRONT YARD. L, I I I I I I- a I -21 LOTS= 21 FRONT YARD TREES lL- AL b c - i --I � i - P A = LANDSCAPE BUFFER: -REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD 6 If I 2 CANOPY TREES / 4 UNDERSTORY TREES/EVERGREENS _ / --�/ I I 6SHRUBS j Ey 950 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS. » ll_ 19 CANOPY TREES 38 UNDERSTORY TREES/EVERGREENS NATIVE SEEDING SHRUBS 5T SHRUBS THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES r...».+mrt...n..aa..r....r.�,oa.�i 4 L I THEM AND SHALL MEET MnDOT SPECIFICATION 38773 FOR SANDY LOAM TOPSOIL BO ROSEN BORROW. ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE �.,..r.sa..enr+.+.ew.,..r+•. SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON - - - ---- - y II I ALL THE AREAS TO BE SEEDED OR SODDED 5 YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY- ALL SEED SHALL BE -" - NATIVE AND FREE OF NEONICOTINOIDS. 1 \ I , WETLAND BUFFER MIX WETLAND BUFFER / I a..m�..a E.. .�+..+. m...,...�a..a . �.em.. w...... Meed HPBNt AhYe PrYrie Mu :.��.' I I I / Soe�Nfie Mame Cmmm�laarM %9w Se�/S6>f-RS amaoe..- / / 6 Grxsex a-d oogo^de'aN age 9m l% la Gl S seam Rim 1261 36 / I acl Elymuz canadenss CNada wiiE Ry. 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Ce,f n—er In zm am a.+w'vs.....s.m.:aA.. - - WYbedianirta Nod EYed Susan I.a 63A a19 �••• +e.e..emmar.a�a. WJdW ngida sun cdden.m Lys 1% a%0 ](I AD m -__ veNe-scta H lvem` LE lm al9'+--� _ kRit — ndaaaea Gorden ae.an&e La am av SCALEINFM1 I Seeds/u, N: J6m _ _ _ _ _ - ^ Seed Ma on Eeswr�dhom Aw Naeye la�dfoRs. elaa T]tls Street NEatsaN. M15536i ..a.-, s..�. -..__.- USE(INCLUOING COPYING. DISTRIBUTION. ANDIOR CONVEYANCEOF MFORIMTION) NM , NN 6615 RMnnlsladler bOeml OF THIS PRODUCT IS STRICTLYPROHISITEDWITHOU,NORBYBASSOCNlE6 / Norby &Associates LANDSCAPE PLAN DRA"wr 1 ,w 1.2L17 Reaimwo"M tANOSCAPEARCHITECIS.INC'sE%PRESSWRITTENAIIDgIlil7ATION. USE 14 NM WITHOUT MDAUTHGRVATIGN CONSTITUTES AN ILLEGITIIMM JSEAND SHALL ,^.- ^s aa�aa CHECI�pSy IHERESYINDEMNIPYNGRSY6ASSOCAT lLINDSCAPEARGHIMGTS, INc OF ALL """' ' ^ Landscape Architects, Inc.IIC. CHANHASSEN, ARBOR GLEN a Tyy RESPONSIBILITY NORSV 6ASSOCMTES LAElGSCAPE ARCHITECTS.INC RESERVES s� MINNESOTA ME RIGHT TO HOW ANY ILLEGITIMATE USER OR PARTY LEE:aLLY RESP 1111 Im Em3 vd SpeM C6 WL, MN 55318 (93z)ML-0810 a, 63-15 FORDAWGESORLOSSES RESEILTINGHROMILUMITMRTEt n. - I- e.rl_ 1n L—�T, III PTITIA (ji.l .A"ua YWY?a' � � x-Xrr rirnam �uAs MCT£ GS11NG M'0 ® DLSFEC DETAIL � � wmYzs pwvgaz Cffff ® ^CNCREIE MR fitCCXINRINC Tool O�IOF T.R, SERVI'E RSER MEM =F_R MAN 6' DEEP) '003 C-E- I� nu AND. UDC MPHSETM.111 L 3111 ' SLI-� $ 6 m f Pro) SEZI DMWNBY I, GOOD SOILS ® RISER sECTIDN (CUT IN, fticx'vwc rcP 3D3 R ® SE PVICE A=,.+ QiIOF p. PISER $FCTgI L—�T, III PTITIA (ji.l .A"ua YWY?a' � � x-Xrr rirnam �uAs MCT£ GS11NG M'0 ® DLSFEC DETAIL � � wmYzs pwvgaz Cffff ® ^CNCREIE MR fitCCXINRINC Tool O�IOF T.R, SERVI'E RSER MEM =F_R MAN 6' DEEP) '003 C-E- I� nu AND. UDC MPHSETM.111 L 3111 ' SLI-� TENPTT� 3 m f Pro) SEZI DMWNBY I, GOOD SOILS ® RISER sECTIDN (CUT IN, fticx'vwc rcP 3D3 R ® SE PVICE swrturr SEWER swvlcE coxNEcnox oE,ML MI p. PISER $FCTgI SPNITARI ANER WTSIOE DROP MANHOLE mIf TYPICAL SM'ITAF, DMB: o Lt NP. BMT $Ex£R ARNCE SANITARI SE— I09DE 2001 L—�T, III PTITIA (ji.l .A"ua YWY?a' � � x-Xrr rirnam �uAs MCT£ GS11NG M'0 ® DLSFEC DETAIL � � wmYzs pwvgaz Cffff ® ^CNCREIE MR fitCCXINRINC Tool O�IOF T.R, SERVI'E RSER MEM =F_R MAN 6' DEEP) '003 C-E- I� nu AND. UDC MPHSETM.111 L 3111 w°L -F/I ly,r Mfg I NIP) BEBC:rvc POOR SOILS Dr - ' SLI-� TENPTT� 3 m f Pro) SEZI DMWNBY I, GOOD SOILS ® RISER sECTIDN (CUT IN, fticx'vwc rcP 3D3 R ® SE PVICE SMITARY ARNP) MI p. PISER $FCTgI SPNITARI ANER WTSIOE DROP MANHOLE ® (LARGE DIA. PCP) DMB: o Lt NP. BMT 003 w°L -F/I ly,r Mfg I NIP) BEBC:rvc POOR SOILS Dr - ' SLI-� TENPTT� 3 m f Pro) SEZI DMWNBY I, GOOD SOILS ® RCP 1 DIP fticx'vwc rcP 3D3 R ® SE PVICE •w�a A. WIf SATANI ® CLF am+G AFAnuE 3101 _rw ....... m......"..: A. mI� I PIP PBflPP �� M.c H. E ` 331 a G o MEGAWC LOCATOx 09 ' SLI-� TENPTT� ,APX m f Pro) SEZI DMWNBY I, GOOD SOILS ® RCP 1 DIP fticx'vwc rcP 3D3 _rw ....... m......"..: A. mI� I PIP PBflPP �� M.c H. E ` 331 a G o MEGAWC LOCATOx 09 ' SLI-� TENPTT� ,APX v wwEAs.XL B9mz IF DMWNBY !NHSEN, 11 a 11 F c% •w�a MI p. 12 SPNITARI ANER WTSIOE DROP MANHOLE c Ppu�u ' 31N _rw ....... m......"..: A. mI� I PIP PBflPP �� M.c H. E ` 331 a G o MEGAWC LOCATOx 09 .,UNA. YOEF STdN'k. �f WATEPAMN / sigiM 3NER CROI �a�zsmm MfWxC ` _ZW T- M IELVIN FEET OF RESTRAINED PIPE REWIREL W EACH SOE GR BEND ROP oVrnl£ RON "E TENPTT� ,APX v wwEAs.XL B9mz IF DMWNBY !NHSEN, 11 a 11 F c% •w�a MI p. 12 NATHARR. PE - _._. ___ DMB: o Lt NP. BMT TyL. SANITARI SE— I09DE ® DROP MANHOLE .,UNA. YOEF STdN'k. �f WATEPAMN / sigiM 3NER CROI �a�zsmm MfWxC ` _ZW T- M IELVIN FEET OF RESTRAINED PIPE REWIREL W EACH SOE GR BEND ROP oVrnl£ RON "E TENPTT� ,APX v wwEAs.XL B9mz IF DMWNBY !NHSEN, 11 a 11 F c% •w�a MI p. 12 NATHARR. PE - _._. ___ DMB: o Lt NP. BMT PLx{ IT 11 - IID win REST" REW1,11, 6fi1sm om\�� uM Rumum 09.2 u11.imm!RNuu � 1 •u��! 1IMI MI OIS ,DTIX LUMIXL,,;L,.TIXL,.MUN.IBL,IIL,I... X �. SOF WFORMATN)N)OF-I. PRGDUCTISSTRICTLYP0.CHI WR11WT SITHRE6ERGOUI3T,INC'6 EItpRE55 WRITTEN AUTHORDATION. USE WITHOUT SAID MITH UEATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INIIFYSJUFAdR SATHREAEItGOUIST, TNG. GF ALL RESPoNSIBILITY. I,.—,,.�,.II., I,.,,I I..I�f...I..,�.,,�,,I'll,INW PREPAREDBY ME ORUNDERMYDIRECTSUPERVISION ANO TINT AM ADULY REGSTERE•D PROFEBSIONAL ENGINEER UNDER THE LAWS THEBTATEOF NNIEWTA +p. DA. WNP "/pDES y SATHRE-BERGQUIST INC.INDEMNIFY TcFIA WAYSATA,MN.(8i1 (IMA>680.tlo— DETAIL SHEETS ARBOR GLENCMECIQ:♦DBY s�6osa0, DMWNBY !NHSEN, FROMILLEGITIMTEUSE. c% •w�a MI CHANHASSEN, MN 12 NATHARR. PE - _._. ___ DMB: o Lt NP. BMT PLx{ PLAN I Yrlf I 5i0YFYx S$3ENPE CTAUL�CC UBFR -p-Y- AAP 5SC1IM1M1I' 1 s.s .u. maa rmw.�a �s sz me ' r1PCAL SMEET PATO41NG vrcVA; 'T. U..:. , E- �� ®�`lvPli 9ASINeNPNNOLE� Mir l E.':» BP�e: l2Pvl1 I n' "AYErER .mK mua.e�n - b 1-f T Ra0IV5 -� y SSC. [1a11- WILES Qr ILr�E FM'iER.Mr [f➢ap 0 aoAl nr.rue-grim b L�'L r.:. srarvOnRo cuL-of-sA._ �f I TIML I�rY �L-�-sAc ` 1 Ir Y -s '� n� [ CNN ANTI.: Mir l E.':» BP�e: l2Pvl1 I n' "AYErER .mK mua.e�n - b 1-f T Ra0IV5 -� y SSC. [1a11- WILES Qr ILr�E FM'iER.Mr [f➢ap 0 aoAl nr.rue-grim b L�'L r.:. srarvOnRo cuL-of-sA._ �f I TIML I�rY �L-�-sAc ` E corvrnErE r��.aolL Qlir MP R/P �� OETNL Am mcaL ® STREET SE sccnary ` 5203 1 Ir Y -s '� CY Yvmmc M9Yr1MN1 •••" OMETRI SHEETSINFOR SECTION A -A @I f uss cu- CONSIRUCTCM CON R ® nr C= BnsN wvlt�Yw Br➢w>rE.r ^"� nos E corvrnErE r��.aolL Qlir MP R/P �� OETNL Am mcaL ® STREET SE sccnary ` 5203 one �RC ^® '-KE ENO YCTGN iiPICaL sWEET PATCXIN6 BITIMINCIS oK+rtunu s iiOiA 1 Ir Y -s �'FF..LT�FiL4iti _•� RESIpENnaL @iLM• pMKVAv ENm; YNN arm MMOIi Yvmmc M9Yr1MN1 •••" SHEETSINFOR �RC ^® '-KE ENO YCTGN iiPICaL sWEET PATCXIN6 BITIMINCIS oK+rtunu s iiOiA Wrt nNCwmNG COPYING. oIsmIBUTION. nNON2CONVEvu OF TIONS OF mIS PRODUCT IS SmICTLYPRorIIBN®WfIHOIIi -s �f RESIpENnaL @iLM• pMKVAv ENm; YNN arm MMOIi Yvmmc M9Yr1MN1 •••" Wrt nNCwmNG COPYING. oIsmIBUTION. nNON2CONVEvu OF TIONS OF mIS PRODUCT IS SmICTLYPRorIIBN®WfIHOIIi IHEI Y CERTIFY TMT THIS PLAN ae sPECFIGTnNrNB PREPAREp BY ME MTINDER MY DIRECT SUpgrygpMAIp TMT yYf; t;i"rxtwLt'rvtnDETAIL SHEETSINFOR FUTHOIUUTION CONSTITUTES nN TLE N`IIMTE LISE AND S LTNEREBr uws TI£srATE OF wINDEMNIFYSCTHRE9 SATHRE-BERGQUIST, INC.SAID ffi��J� ISQIJIST.IW OFC LR ONSWLITY flESERVESTNERIGHTTOHOLDA GCFiANNA99EN / / / 4, .... 1So SOUTHBRQ.DWAY WAYIATA MN. SSBBt IBaI <"l6®Ym ARBOR GLENSATHREAE _OMIMLLEMUAWN IJISTJNC 11--EGITIMATE LYRESPONSIBIEFIXiDH1AA SMLQGSEBRESULTING •q MINNESOTACHANHASSEN,MN— NIFTHAN0.MENMN.E <,.... j 12 DM. o nNp. BBu �1 Mfg coxcRETE ® 5GEwnLlt c 5216 nue...-. �so•L �� +.P. k.•..'R: s'mre. n........w arcs m a �®ET RNO 1HgEFATFlc CN T INST.WAPCM <..wiM amunwr ""' 5217 V's'E ISGRIwrs lam _ w.r TRENCH DET-, ��• 4a� * 051 wE ® DRAIN LONNEC➢ON flu, 1:V .� DETAIL SHEETSINFORMATION) I 05R Wiwr� SATHRE-BERGOUIST INC.INDEMNIFY -- was ne mmm vu 1 � r. E I�gh$6kR! gsir 5! I�CCIE�i3 i l"� . PNcaem� ois omPa irWewSYN ir¢ [fvwvNlENI HY, .C/ ISGRIwrs rex iFE LVE 9?M^.E TRENCH DETAIL TRENCH DET-, ��• Oag r 051 wE ® DRAIN LONNEC➢ON flu, 1:V .� DETAIL SHEETSINFORMATION) I LAWS OF THE STATE OF MINNESOTA Wiwr� SATHRE-BERGOUIST INC.INDEMNIFY was ne mmm vu .xm I® I S A E - M¢prC IYo c 5218 F �,1ye i • s`•I " i''i?�sii mil PMeabm euro RumC'� zlliiii Z2oP5 m PJPLBEIdL �Fa4+�,caao m.lwxs . Q55R 4_ $jPFACE ®®® I — , CETz1 M, w+ �1 Gu6 ALTERNATE 4' 11� SVS AINT -SURFCE p . A....yI, .,EFRw or A, 5_33 F. 01R.av B0C smurnoN 3111111111111ENTRANCE ` s3o1 _URA .., ..., wn �tmmv TRENCH DETAIL TRENCH DET-, ��• Oag r 051 Tw EAL wMF FV4F ® DRAIN LONNEC➢ON flu, 1:V .� DETAIL SHEETSINFORMATION) INC's EXPRESS WRITTEN A1IT1gRDATION USEWITHgPTHESVD MTRORp TION CONSTITUTES M ILLEGITIMATE USE MD SHALL THEREBY LAWS OF THE STATE OF MINNESOTA Wiwr� SATHRE-BERGOUIST INC.INDEMNIFY I — , CETz1 M, w+ �1 Gu6 ALTERNATE 4' 11� SVS AINT -SURFCE p . A....yI, .,EFRw or A, 5_33 F. 01R.av B0C smurnoN 3111111111111ENTRANCE ` s3o1 _URA .., ..., wn �tmmv TRENCH DETAIL TRENCH DET-, ��• Oag r 051 Tw EAL wMF FV4F ® DRAIN LONNEC➢ON dw61eW 0!P.F11ErT` -AIT ACE A f ^L, ED *AERSECTION A -A 051 I of BqB eASIN '-R"'.', _.. - , k7 mo! Ow wn �tmmv I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WM PONF r ERE CII IIo . m2DmauL uxmoaPE- MOOEL#CG'a 011 CATCH eI -F CATCH r 051 BIRUANS.Is ® L 52'5 � s y��s�fi r "�ALSCLT34"�- 15® I uwnxc. POLE USE(INCLUDING COPYING, DISTRIBUTION. ANEMR CAM/EYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WM OF THIS PRODUCT IS STRICTLY FRONIBREO INTHOUT PREPMED BY ME OR UNDER MY DIRECT SUFERVISgN MD THAT pE^a sW DETAIL SHEETSINFORMATION) INC's EXPRESS WRITTEN A1IT1gRDATION USEWITHgPTHESVD MTRORp TION CONSTITUTES M ILLEGITIMATE USE MD SHALL THEREBY LAWS OF THE STATE OF MINNESOTA Wiwr� SATHRE-BERGOUIST INC.INDEMNIFY SgTNREEERGDUISTINC OF ALL RESPONSIBILITY. - 7HANHASSEN, ARBOR GLENSATHREBERGCJtST,INC RESERVES THE RIGHT TO HOLDMYILLEGITIIMTE _ 158 SDUTN BROADWAY WAYIATA MN.Yy1195!)4)89U] OLS ::..��._'.. b '"•EFAs GATE - USER OR PMTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING .- NATHMR HERMMI-PE CHANHASSEN, MN __ FROMILLEGITMATEUSE - F,1? 12 OEIVBOP Dab = ? E. No 48147 � arwe.o. "� ssva rovw.nr smrort m.F as ao¢s w LEss —aaa� eras --.-- ms� x CPS.ittVi.nifMli@ iTJ3L�lS®4DYDi i� �y�p� ��v. •axe - � ,...m,.,�...�. J � 4.yp� STYpIq 1WT f-AInO ) 6 5 sm awmort oom.c m..nort � sns gpyy�+aavmeas,sv. •f1S4NJiW9R iE'w£!T -' 5 �'2 -D.m. low* �ioavriiaaea�� <�lJ�t ..SA•TYl� _*aranax-sa-_��• OEaQBtaT RIO uNQ rILE NOUNDtt BY LE OR UNDER 1dV 4RECT SUPER,wy41 NO TIWT <� NFa�A4w.r DETAIL H T zxcs.:a, REgsTEREo aaoFEssoNU ENCREH3 L.DEf3 T1E MNNEWTw . % SATHRE-BERGQUIST, INC. CHANHASSEN, ARBOR GLEN12MEFMINNESOTA ' :.� USERORFIRTYIECaiLLY RESPON9RLE FOR OR4RCE5OR LOSSES RESULTNG FRorw�4TwaE usE. �8+• CHAN HASSEN. MN 12 oaosuL a /is -R£ NL Nq n147 <•,t STORM SEWER POLLUTION PREVENTION PLAN (SWPPP) ARBOR GLEN 1. CONSTRUCTION ACTIVITY INFORMATION Tha SWPPPcam cepa bbyparepnnelcedmndinthedesigndwretructrm SWPPPs. Caprid®'enwtiaa are available upon ragwst Piped syreArecr Gan PrP�La_ oaban: Address: 9170 Great Pkiw BIM CRy: CJaefte. State: Minnesota Zip Cade 55317 County Radial ID Number (ND): 25(L!xl W ftlectTypee: Resedeneal Commerual"nousWl Roatl Consmmpon Realdensalrttwd Cons Other Cumelalive k F!e ow Surface • Ria b Gratling Sin and Ince fens m bcam gmdirg Iimik and pos'de tlown gndied mdknhanl axgd. Numbs of acus to W dampest 66 (tarms of an ave) Pmcmmuabn acres d impervious surface: 0.0 (tenth of. ave) Pont-mrstrucnm apes of impa,lo s surface: 2.0 (tmths of. ave) Toy new imperwws surface Spas: 2.0 ninths of o ave) Rawtvyi • mfilbatrng ground. Name d Wmal Type Set Wall IrapmaRl Lake Rllry Lake Ne Yen lake Susan Lake No Yen Wetland 1 WMad Nu Ne Pond t Pond Nor No DMea of constructor C.shuaim Stert Data. Spm, ci Estimated Compkom Date. Summa of 2017 2. General Construction p Ject Information Persnonel & Training Provide a certified arosdo control supervisor in good spending wish Weiskno iv edgmble & in der mea in the appbcaton of erosion prevention & moludent control BMPs. Supervisor shall work with the pmlea engineer to oversee implementation d fro SWPPP & me Instellatim, inspechm & maintenarca d tlm aasim control BMPs. Provide at lease we carbi insmller for each wntraaor or subwntracb Met inst umbo control BMPs. Chain or Remonaibnily Owner I Developer & C.baaor am wpertnileea for the National Pollutant Daaarge Eleminaoon Sydem (NPDES) Consbudbn Permit Conmcmr is responsible b comply with all aspects pi NPDES Cerusuction Pemtt y an times aroI the Notice d Termination (NOT) has bean filed wit the MPCA or banskned be home buidaa enoNerwngcbr. Con racce will develop a chain of command with all operators. the site In ensure fiat Me SWPPP will W impl men &stay in effect until construction is complete. Me aim has final stabilization & NOT has leen submiWd m the MPGA Deecnbe the mraWctim Mirmt, This •I 6.6 acre development will cwsist al arntl development a 21 sirgla family detaaetl hordes, and 660 nnearfa d street$ OthermildiaWbingaavdieawillinclude:howbuilding,drivewaywsmcbm,and WWa pig. Thapojectwill W mass grill and constructed in 1 phase, grading will be wmplaed in the sperg a 2017, and utilities comp ited In Moa same song de summer. Solndisturbingactimlkswillinclude' Demolition ofthe existing structures, installatlon do milk enam. burry death, and grubbing, installation of utilise mbnor utilitied(i iduding pnveie uti Mesgas,wble.elecdc, m: I. ft irooldm of all forme and sea furca prix to gmdeg, the marination of sin fence around the proposed pondir, areas after the grading a wmplek. grading, re-mreaeing topgil, and grading rembetim whern will consist of Seeding and mulching all dbturbetl areas.dbids off the must raw. Erosion blanket will also W installed. all 3'. 1 slopes or gremar Addie l eweo blanked may W used throughoutMe Site . See t e Erosion & Sediment Catu d Nan M spo lactims. 3. TeMporary Erosion Provendoin Practices D w tacos a arowen provender, BMPs ermecmd m be imPkmedetl Perimeter Cdnbd shall W established mound the site & around the bass of sob clos I Me sm"a wil roman longer had 30 days. PenmaW cpnhd is typewny gkblishetl wms'n mow wnidh Sao dyinletes areas retbWduturbed. Sin Fahca locations a o shown. Me Graz & Erosio Cobol plans. Where poseiba SOR bullas shell W mainteiretl amdnd soda® waters & wepand. GII0 parlmelW aMM019 anal) be mSla atl d Work a m take pla[a Whin r M d 6dnl' wJlana & wadmlds. Erosion blanket will be inssi on all 3'.1 expos. Dunng wwbucow a. Stabilization d all eNQgatl ama5 must be initiated immadialay m IimR ml arpgyh but in w CS9e IaiBr bW 6Nal (7) tlay9 SRW tW construcem mctrviy in that porton d the site tea gnpaanly a permarentlY ceased. Onca,than, Isar w~, temporary swim nW s stall W instated mmediakly (ie. bwdls, erwion bghkel tliftlh Necks, etc). No laterthan seven (7) days, IRs permanaasbblizatrm ahgud W in place. b. Temporary sediment basin neairanhanb des.Wd in Part III.8.1-5 must W used for common dmirage bwbora than serve an area wild five (5). mere eves datubad id ore bene. This polect is boring consbuaed in i phare. The permanent dry se In lasiw shall W costrual find anE all on-site dmiwgeshallberoutedmdatmnlds. Tie ails does rid lave any corhcanhtreted swabs tial eau dieaY doNa,e dl -fide List an oPided BMP I'duonobas • Silt Fgca(Syoe Cahstrasser)-3,030 LF • SIR Fenca(ARer Constructed) -305 LF • Emaied Blanker -1,2M Sy MB 3ddiw'Mabegveloc4ya"sbmMagwnswergeaeaegaullete • Rip -cep will be used at all easel ebwtee, • Check Dame - inatellatio d dhack dame a oMy grade wntrd pmctw baI5Ul9 eM1eeHtvx and proved nib (brsbpea greater Nan 75 feet with a gentle of 3'.1 or dregs) Metlgds b W dost for spebilizab. d dish ab_kv_na wetted perimeters • Bee la Shull W used M stabilized. d Michws and swedes as shown on tle Erosion Cold Plan Maeetls to W used fur endeeipaopn y ave adlek • Ripa Wahl W died at flayed -wild ssuctueafor .agy tlaeapasoh. Sea plan for quantiWe. 3. Methods b W used to promote infitatron and aBtllmenl ra dynal on the age Mrbrof disaarye The water quality volume that meat W treated by the polaaa permanent smrmwater managernert system deathbed in Part 111 C, shall W 12 inch of runoli eon the nen impevipus surfaces created by the poles. See Part III C.2 for mea infamatim m o filbatirn design and appopnave site condnims B it is determined Met site condhois are net ifirde,malke far ideltrario (eg. lack of 3 R. of sependon o sMmobally umrzted ground water, proximity m bedrock, pm andmid ed soils) the reasons mould be documented in tW SWm ester Pollutio Pevention Plan (SWPPP) for the prdlgr. Indication a tut required in Hydrologic Soil Group Daae. Clay mils Tided, out me site resulted In widens reduction being achieved via figami stens m eves (3) of the oruite ponds. 7. Pollution Prevention Management Measures Single family Iota within the overall site will be disturbed. a IW by tit bass as lots are and & nomas ata construct Hone construaim shall dentub previously stabilized areas. Typically entire lob will W distureed P M finish grading is completed. Areas not to be counted am typically designated by the use a sin fence. Topsoil shall W preserved by stockpiling with sediment control Installed around tle wnmy d Me mckpile. - Individual bas under cdnsbucMion shall aim iretall Wall tracking measures such ea rock entrance banm be other backing control BMP b maintain clean streets. Hone builders stall be responsible for erosion & sediment wntrd inskllalio, be enknance, SWPPP nepection antl rewd ex ng M lots under tlkrwnsbuaim. Home Construction BMP Phasing Protect lot area through use d ors, or a combinabon a Ne fallowing; silt fence, mulal, bioaolis, rock raabm MamrerLa otpeaticieas rmrbicides inaeakms kttirzss beatmem cneminl ardlamara in als Petroleum Products: All onsite vMicles and gmament will W mMimrad M leaks and receive regular preventative maintenance to reduce Me chance d leakage. Pebokure Products wit W atomdlnatghtlyswlWw Winer,whichisclmnylaWind. AnyatiPhattmbmsext USIXISnik will W applied according m bef manuilctuers rerammendabods. Fergizera'. FerCllzas will W applietl only in fire minimum amounts as recvmmande l by the aMmwamr. merawall r. Once applied, the fertedizer well W worketl anti the sal b limn fits exposure m Paint: al wnkiren will W tightly sealed and stored wham rM equeed for ose_ Excess pemt call rM W darJheged inm ire smith sewer system, but will W PopedY dnpreed d in acLVddnw cam I®IreWlylpra- phwpharus fig Mplizershalh W watl. entrance bene, sod buffers or other approvetl meNnd. In areas w in SM d surface waters redundant Teelinea m W implemented o site Mmnpkong ma b6mlati.n dtle emswn Pravenbon BMPs c Ws shall be installed if a 50s buffer can not W myntained. • Ria b Gratling Sin and Ince fens m bcam gmdirg Iimik and pos'de tlown gndied mdknhanl axgd. install drainage protecten on down gradient inkb. Rock Entrance Berm m W facts . Establish staging I mammal storage area & Install temporary sanitary Faalhes& supply dunhpyers I.M. sacortlay wnpeinm.t re necessary M hazadars mag . prevent&managespillsof ancess wWtanstr • Grsdi - EesimbaenkedwilWuflizetl.all1la Bgde willWdeedmder asales. MaDet Idpea Yad maintaheredin Install Rock entrance berm, maintain ctwn strcets 86etl mix 4250 willWapmatl yamfed1001bslaae and kNlize cam 20010 at tag bslave. Only H Construction raabm MamrerLa otpeaticieas rmrbicides inaeakms kttirzss beatmem cneminl ardlamara in als Petroleum Products: All onsite vMicles and gmament will W mMimrad M leaks and receive regular preventative maintenance to reduce Me chance d leakage. Pebokure Products wit W atomdlnatghtlyswlWw Winer,whichisclmnylaWind. AnyatiPhattmbmsext USIXISnik will W applied according m bef manuilctuers rerammendabods. Fergizera'. FerCllzas will W applietl only in fire minimum amounts as recvmmande l by the aMmwamr. merawall r. Once applied, the fertedizer well W worketl anti the sal b limn fits exposure m Paint: al wnkiren will W tightly sealed and stored wham rM equeed for ose_ Excess pemt call rM W darJheged inm ire smith sewer system, but will W PopedY dnpreed d in acLVddnw cam I®IreWlylpra- phwpharus fig Mplizershalh W watl. ane Manage 8 pores stwkples Pra Ices M storage and tliapoeel of hasar0ds rnabae ormxc waste • Utility&SheetWork- IniMpd im mall atom MwerdmdMRxew. Wseklystreets•eepyolxeihWit Maintain rock enm ence Word &penmeter conflicts • al hazadaus mad•nab like al, gamlire and paint mustW property smretl. Topreventspllsand off -mo varus tracking. However weekly Sweeping may not W adgwk. Sw i,es, s rgone, 24 tours bench, install & cones urbide s I.M. sacortlay wnpeinm.t re necessary M hazadars mag . aflef diamwery of tock Wt Continue Yenucal [g15buCWIXI • A leak prod wnkinmmt hadli Stell We dead far ma ty sgage tenks m Ixevent any leaks,. M1yn DRAWN BY O Mi 07If5/10 Keep sbael clean at all hi e3 & maintain inlet protect do mfilbatrng ground. • Permarent BMPs - Setlimend Ways are m W irlsllled at flare0 and sectrara dminirg inm dry pod and Fine grad pads, Upon compilation of fire & home sols madng activities. 11 M eRM will W made o sMe may enough prnduds m do the mpuked pts. Infiltration areas. Rip -up m povge,wide erlagy dissipation ard Pevmt emslm. d,grape mu h w each lot shall be smbiilize with seed, mulch, hytlmm hydr see site will be adedy masa_ hytlroseetl, straw rtkWng or comGrkWm . All materials m a MlF ac i More of seas udilfinal atabilizatim is achieved s u gmratl kept in tleir.ginal wntainer, with tlne aipkW kWbsol aMxmnd. unless they . al products ill Me a mer, Atlditimil Erosion Control Prevention Measiwm b W Imdenenkd o Site lean ststebilizetl Maintain clean stream nett-MiSslW au net eieakbb. • Eroy.slopep-Tettionntil willut is indxateamfrs aysian and sedimentwnpal plan own controls aremremain in place dostall up gre0ient areas SuWtencaposquill Wmixed wMoaaredmcther u by Nemmubcmrer extbitlas wall thegrad�ng wribacycan provbeetop. gdnketon teltheona11 have Won permpomryerosim&sediment have beenpedon stabil¢etl. etlup WRamtl AdAyea dawnkenW. a WWdmgmkm'aible all d aproduct pWewmpaing cairn slohed.FonreSell ireglErmi.blanket. the temporary l'.l slopes urly the wall mnahwagre wnbuwmpiemd. PostCm$Irucb. fwproper • Menukmmm'ewmmendetloraMllnoPadapaySell WilfaavweC- • Bid-nPle- Bio -mire will W installed in swel areas b help slow mond ad minimae arsion Remove silt fence aper once final vegetabon stabilization is established Seeding Res bm- TemporarynPennanmt St iltzatim(Seatlingand Mute in )- Tempxaryssedurgand Remove inlet protection The oft we d t 'll mummy tett Me Haso sessunadkoml Pill on We, malWle mulch must W placed m all disturbed mil whin to days, unless Merely their, worked.. All daorbed area Remove all construction materials 8 tlebris form site will W reamed win C m 6- a mesal. The restoration shall begin within 72 hours d the gilding c clean all drainage sbucores Gollecbn amrew and tlispdsal d mliE waste in wndwnce with Mkn. R M_-7035 10 at a c. 250a1 aatautad1WI off l antlered, whit20-0-mataum TW se ed mix shallWhe mulchmall pe Typot Shad applied atamted2mwpWave,tlac arrayed (wM Ift The mult)immediately Ren eve alltempxary erosion 85ediment control BMPs8stabilize areas lRdisorbed. . Solid Wash-altr Me site willWwillalaatland tlepegdbe set nearly straighn) I mme after it=See Fib NOT (p individual til WwidweasucbmdNOn censbm TW WmgMers yWl be dumpster. A tlumpsrer will W raguiyed M each new • Soaring -Twotypes ofanddng will ing T will W don pmtecModM done with this protect. Thafiat willWMerasion INS p ,e II W s al solid wash mu6tW emptied shall Wil II tlu streets, atter me nsmlation of Ne verb and the minor utilities the wntracM will iwlll Mor rows dsnd a Live 5. Pemenenl Slpmmvater Management Syrian deem erietl.cite. onecessary. ce With disposed d In accordance wth Me MPGA tlispwal rephiremenb (Part N 1) thea she curb M a pilary erosion prokcteon. The second type dantl willW M the yartla ova Me humhosed cp.."a. a complete WIII tlne project moult in ore ace a more dnew mowedam? -YES Meneperrenl d pbrlWle bidets b pawn[ Moving antl dapsal d "'.eary works in eaertlance wish 4. Temporary Sediment Control PreoWces Minn. R 0 7040: Hfi�E Methndsdsedimentc fti BMPabWimpg to d.site • Sediment conal for tempo e,orPermanent drainage ditchas and sediment basins mat are designed as part of a treabnem System • InakllaMdin of check dams or other grade consul predice to insure sheet Row and peverd nlls(M slope lengths greater than 75 fest with a gdom d3:1 or steeper). • Sediment contel pmctioea on all do. gradient wnrnefers pni to lard disturbing adMides. • Storm drain inlet protection for all inlets. • SIR fencing or oder sediment control surrounding teenparary sail suddiples. • Minimize vehicle tracking d sediments(reg-store pads. wncem or steel wash rocks, or equivalent • Smtreet eeats). swaging diracked sediment Methods to W need for do- madgd penme0ercorad SIR Fames- are designed as a temporyloodmert hamar cosail d a fall faMc aeatled b Supped pal. This one has three appaicationa foam fence TWeaapprrabom are as fellow: t. sh•esgltied dye fence along me grading limits o protect the Wetlands from sediment dump the gradiag and utiley constructed pre owe 2. the inskalatim of aiat lama amend thea ty pxds and min ger sus aftamatrurdah b con W l me setlment moos until the Nn is eateblislretl end Mk devebprient Is mmpete0, 3. Mita imglation d silt taws surrounding kmpaary aroukpilea. M down gradient BMPS am eventual (Weed on frequent failure de excessive maintenance), addNmal ip gmdi.t BMNsh iib insmll dtoelimmakmeovMwding. Tha in6pedoraeontraeior shall nddy the Oesgn engineer to establish amd plate up gradient Bi m enmate any pint Iwtl mundow Mefhads m W heed b contain Sboll k_e Sin farce wan W ueail b provid. parri cumv Wound sockplm. Meegtla b W met for Stam drain mat pMecom • Stoma Dmm inlet Probectw Sturm drain Inlet prdtectmn e, a sediment Gamer pa ©d amrnd a ekrm seer 'cold This sbuaum traps sediment WMa it enters the slam sewn sot TW dirty wntracb win W required to install inlet protecmn per tle Cnys deme. • Outlet Structures antl Outlet Pmtgtim_- Them me wetlands located within & adjacent to Me pui as a moult easy structures am proposed o transfer water form the yam water treabeart pad In HIS wyknd ft all TneaesWctumswilvoinp pW de sbmmn, andm ser M Rplmwll Cepkaedy tlu Esse a all vamps to provide areal. p.igbed by pmymrg fe downstream sob Rom mbubnw and ngn discharge rekates. Methods to minimize vehicle baY�at consbuceon-ents ad street swami acbviles Temp op Rwk Construdo Entrance - A rock edmnce fa9nn is wnstrucretl d wade clean tuck iwlll.d MMe proeasnd enan T poetfarallcmvodwa vehictes. Adetaildacetuck,trancebarn Isshown. Me final pending pan. This sone pad provetles a rim cleaning medanesm M all canvas Ieawrg bite sate. Tope es eda enimnce M this polwM. Plead see the Eroaio 8 SedimWdContra Pan M IowR. d hot entrance Werth. • Street Sweeping_ Weakly stme(sweapng shall ba tak.n platy. HavevW waakly sxeepeg may nil W adequate. Swaging Ismqulmd24humykrd�do- wt. Methods o be used to minimize soil wmpaae.n and msene cep sal Lwle9s idaaseii site • Topsoil will W snipped and stockpiled. Gmding operatime wel W pefwretl and tele down 0.5' m aalowM topsoil da,med. Measures m W used tt Dew dm ie required on site • Dowatenng shall be muted to the sedimentation ponds fpr beymem tabors leaver, see. Sea Emsi. Coreml Plan M direction on Dewaknng meMyls. • The water quality volume that must W treaded by the proal lsrmanent sonmenter management system described In Part III. C. shall be one (1) inch a funds had de new Impetuous surfaces cooled by iW project Whom aim conditions allow, at least'/. inch d the waterquehi vaume must W infiibated. Seeped III C.2 for more information on idilbatim design and appropriate site conditbw. H it a determined mat site conditions am not appropriate for Infiltration (reg. lack of 3 ft of separation to seasonally samukd ground .to, proximity to bedrock, commummal Sits) me rens. a should W documented in Ms Smrnwale, Pollution Prevendm Plan (SWPPP) for the project. Infiltration a not required in Hydrologic, Sail Group D sob. A copy d she Sormwaof Management Report a available through Me owrls W andrreer upon hequst. Sal boring and water level map 16 Incudetl in she Smnrmag Management Report. S. Inspection and Maintenance MAvites Idem individual reappeil for _instalnw•u,midirg rewbag irepeatw, and maintaining erosion ,vidu.m and Sediment toga BMPs on sg The.wner. North Oaks Company LLC, will W responsible for the veer W antl ddw mmanca des erosen and sedimentwnsolBMPa. Hewnlwicindividualswl will WngwreaiWle feinspa ,mainlenahw,and repair acGvi ars, and for filling out the imember, and mander ane repot. Rapp Farm HOA will operate and machin the stormwyW pods. The owner shall keep the SWPPP and all supp lding documents for Wee yeas after Me Nobw d Termination (NOT). These documents include, but amnY limited b, the SWPPP NWmme, any Wrendmenb, imescimn and maintenance moods. any stpmwater misted perils, any nemanmt oparaom ad mainkwnce agI8B11y14. and calculations; for temporary and gmanedt sbm W management systems. Procedures m rwtiealY inspect the msewtwh yk mwdeag: 1. De9aiptipn d rewd-keeping rmukerrylb recd cmknt A rnBinkilancB/napeptrpn repot will W mace after each inapeagn. A copy dshe reppRwll W sive b 2city, y Fyeouanwa Iel(7ra Onceevwy Svenlr Wysdues, active wwMan0 and: Whin 24 hlwrs ager a medal) avant greater man 0.5 incfhse in 24 taum, and will aeah(71 days eller Met S Aurasb WIWill bud • The silt fence will Installed prow bany one gmOlnp. • Onlyaboud.e WMdthesiewillmmlaSeadonmeAhMeapp.TWgaddpcdnbacMwillWfinahirg bk ea tlha wen antl fins am achieved in awadarher wN Me approved, myg pin. All 24cbur Panel measures call W lnspeck0 every week and fGbvirig.y atm went 9materthan O S in a re on p.nnd. • in a w i niml measurespwill W mainfainetl in good wprkir, pans mangerce acrd mwim will W inNaletl wehin e24 nourperind dthe report M.onngdyl repairs callWtldna. • Suitt up sediment will W removed from yl silt fence wham n has marled o c ls m dee lance W ght. • SiR fenca will W Inspected M tlgsh d sndimenl tears, and to soutle fabnc asawmly aeaaee b Mite The Pond and m see a ins lance past are fi in the ground. • The pondandd!at Me end Me area will Wessl, monitored Mdeph dsetlimgt antl the buim updsedimae will a mmoved t around end a Me Spill anecessary. • Them mom, over the wade and thidairsbacked, faedeacallW Madecfed Many Members or The se scam, over.mwaion and any repairs any Man win bu panpy made. The seeking and mwcM1mg winWmspeded Many Wath spots, wasWub. and side healthy growth. M aim conditions result In a needed adhim or sediment ombul BMP Met is near planed for, the inspector or cornbacM shall contact the design engineer at Sethre-Bergquist Inc. (952 07661 m d wmiw an app.pnate plan and BMP to stabilize the affoul area. • Portable on -aft sanitery and septic waste shall misquately be pdv ided and monairea throughout Me duration of the posed. • All sanitary sewer waste will be wllecbtl from the potable units as required by local regulab.ns. Spill ress Muipment or rebid. maireenawa S 'Iq I Cmhol Peaicm - • All Spills will W cleaned up immediately after discovery, m accordance with the mamrf mers mcwimandetl meMetla. • The spill arm will W kept well ventilld. • Spills d toxic or hazardous materials mush W reported m Me Minnesota Duty Officer 1-BOOA22-0788. • A log d the spill type. Iwetion, date. and lima will W pasted by Mapb suPmnlantlend. The sell pevent'ion plan will W adjusted m include measures So prevml tub type dopll eon socammmq. Cd aced od claspeficalofveh' d Nuimi weak weir and paphgvbM agora dageasWa on the yen • A defiwtl and IimM ares a the site shall W used fa a al washing dmBbrrded vdkclu. darnstlegea mals shell W .nteined and disposed d in awxtlance wish MPGA Noalgre sing allowed m-siEa. Smmw and diawsal apmpete and Wer wearout weeks m shet wale W nc�wntedstegraM: A leak pod containment fmllily shall W used for all liquid and Sol wastes gererated by donate wuMM operatrone. Liquid and solid wasma shell not one etwnha dw Me gond and must bu disposed din acwrtlarlw with Me MPGA 7. Final Stabilizatran Method of Final Sbblilimtr. Upon final Omtlerg of env givenportico d the site finask Mail dnzao timost W imppnented whin 14 days of completed a. StebrizaL. Ball exposed areas must W ineiatetl immndlegy m limtt soil erosbn but in re case laky then Seven til data ager the omswctim activity n Mka ppban dtlw site ra gnpxanty a permanently ceased! Once 9ramng is complate. temporary mesio BNIPa gall Me Iretelled imnsdukly Is biprcle, WW in piece i clankeL tlitN clhsks, etc). No tater Men Sven (7) days, Mite Pemawnr stabllzee.n yguld n plea. b. Temporary sediment basin equmemenb demnb.d in Part III. B. 1-5 in= caused Mammon drainage locations that serve an area with five (5) or orae acres dela bed M one byre. This prolan m Wein, conatruaed in one phase. Thu permanent dry s.dimmt Weaiw shall W consbuand first antl all m -site drainage shall pB rouktl m Me pmtls. TM1e sea dos rid haw any wmm�eakd swldks Met WII dlfe.7Y embargo Office Procedures for complot ly fiwl skbilement • Final slbilizatim includes but is not limited for: seed & mull as deWnbetl adore. Erosion Will bio-mlls, sod, and ase, grading silt pence. MI perimeter and down gradient sin fenw stall W inspeced and mwimd as necessary. F OSAM ger DIS 'Middle WATER MUM REV410N5 USE(INCLUDING COPYING, OISTRIBUTKKJ, ANDIOR CONVEYANCE aF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE4IERGOUISt,INC.'9 FxPRESS WRITTEN AUTHORIZATION. USEVA ROUT SAID AUTHORIIATKIN CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE9ER(iOUST,INc.OFALLRESPONSgILItY. INC RESERVES THE RIGHT TO HOLD ANYILLEGITHYATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAMSOR LOSSES RESULTING FROM ILLEGITIMATE USE. incHcera,eneerr easel hoed rlAN VnY'Cl.nItA111Vry Wq5 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IAVIS OF THE STATE OF MINNESOTA I �+ f' 6 'VVV�� •EEas egyi g ..V ; y' `'�. „H+' SATHRE-BERGQUIST, INC. 1503dfiHaROAONAY WAYZATAMN 56391 (952)4768060 - I.� FiANFiA$$EIV MINNESOTA SWPPP ARBOR GLEN ARBOR GLEN CHAN HASSEN, LLC •""^'- 23605001 DRAWN BY O Mi 07If5/10 REVISED EASEMENTS REVISED SHEETS- - - 1 -� NN Ofi MOM Unions CHECI03)By a DLB OD8N8 WATERSHEOREVISIONs WB 10 LOM 8 (itADINGREVSIONS - MlF WATERSHED DISTRICT REV. DmiN SNmEL PE Dye'. et-tf-f) Lip Nu. 10 B I PIAN C.S.A.H NO. 18 (LYMAN BLVD.) ENTRANCE _ BERM BERIM 11:I41 1 V MONUMENT OUTLOT B OUTLOTA —.`- - - w - —-•- - 'u— �,�,— �,. C1 I _ - �� TLOT A ` 1 ay. e 3 45 ` -ci 2 ' 2 8 Fa 3 3 Ma 4 , � s� : 5 4 2 -� 36 25• 7 5 W� I�I�I�II II II 8 Da cEOFFERi 1111111 I I I So ' 1111111111 15 0 Is 30 ea �. FR I I I I � I 1111111 1 i Nap] suLi'I!F>�.ETB' -, IIIIIIIIIilllll 5 I _ - IIIIIIIIIIIIIIiII 9 . IIIIIIIIIIIIII . . . . . 1 1U OG 1 1111111 . ,jOTCtweet =I" mtw PIL 1 e'°iiiLi .ni.m �r. S001O 111111 NWL 893.0 I I I I 1 I I I_- 896.1 1 . ILII 1111 M HIGH PRESSURE PIPELINE Excavation and/or Constructim Prohibited Without compliance with Steel, One -Call, AND Without When Permission Frorn MAGELLAN PIPELINE, L.P. INTATIVE MUST BE PRESENT DURING WOF 0 so as o x w too EXIBTNG UTILITIES SYOWN ME$HOWNIN Ni pPRtO%IMATE WAY ONLY. THEGONT TORSHALLOETERMINETHEE%ACT B B B B B LOGTgNOFp MDKLE%ISTINGUTILITIESBEFORECOMMENCINGWORN ANY AND ALL OAMCGES ARISING DUT OF HIS FAILUNE TO E% nY LOCATE AND AND ALL E%ISTWG UTIUTIES SGL INFEST DRAWING NALE NO BY DATE RE`ASIONS_ - USE(INCLUDINGCOPYING.DISTRIWTg.MDgRCONY£YMILEOF I HEREBY CERTIFY THAT THIS PIAN Ofi SFE(:IFIDJION WAS CRYPROJECTNO fHEND. — BaneASE m DLS 05110/18 WATERT E REVISIOI-@ INFORMATION) OF THIS PRODUCT IS STRICTLYPROHIBITmWIDp1UT SATHREJIERGWIST,INS'vEMPRESSWRITTENAUTHg11iATION. USEIVITHOUr SND AUTHg11ZpTION CONSTINTES AN ILLEGITIMATE USE MID SHALL THEREBY INDEMNIFY SATHRE- RGOU4ST. INC OFALL RESIONSIBILm PREPM BY MEMUNDERMYDIRECT SUPER/ AND THATI ANADULY REGISTEIREDPROFESSIONALENGINEERUNDERTHE LAWS OF THE STATE OF MINNESOTA - -- "Y^ °qq ^ SATHRE-BERGQUIST, INC. TURN RADIUS PLAN ARBOR GLEN zlemaD, DRAM w O MDM 07115116 REVISED EASEMENTS HANHASSEN T1 L1YY DO MOM.Ot/lWlfi REVISED SHEETS cEECN®er OB DLS OtRfilt6 WRTERSHEO REVISMlNS - 160 SOUTA tliOAUIYAY WAYl TAM 56i01 plMtle®oo M$ 10 EOM OT/K✓18 GRADING REVISpNS SKIREAERGOUIST.ING RESERVESTHERIGHTTQHCUD YILLEGITIMATE LTRESFON516LEFCROAMAGE5CRL0.GSESRESULTING U�SEORMOREP >Yt USE Dan QOE•gfge DW 01-11-17 —20141 MINNESOTA ARBOR GLEN CHANHASSEN, LLC MlE t WATERSHEDDISTRIOTPEV FINM PW.I SUBIAl1TM 0 ag SU,q` W q Tt�' January 24, 2017 SATHRE-EERGQUISTa INC. 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 TEL:(952)476-6000 FAX:(952)476-0104 wEB:www.SATHRE.COM RE: Response to City of Chanhassen Comments Dates September 15, 2016 For: Arbor Glen To whom it may concern: We have provided line by line responses to your review letter dated September 15, 2015 to help the review process for the Arbor Glen Project in the City of Chanhassen. Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Response: See attached. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. Response: A note has been added to the plans. The contractor will provide plans for these walls once a contractor has been chosen. 3. Each lot must be provided with a separate sewer and water service. Response: The requested revision has been made. 4. Demolition permits must be obtained before demolishing any structures. Response: The requested revision has been made in Note 21 on page 6. S. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Response: Additional detail has been added to Note 11. ON RECEIVES SEN 1P �1HASSENPU`NNING OEp i 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. Response: The requested revision has been made. It is shown on Page 2. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. Response: The requested revision has been made and drainage flows through the berm. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. Response: The requested revision has been made in Note 22 on page 6. 4. The City shall require a drainage and utility easement to be granted over Outlot A. Response: The easement has been added to the final plat. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. Response: The requested revision has been made. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. Response: The requested revision has been made. 7. The grading plan must be revised to include the house pads and driveway locations Response: The requested revision has been made. 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. Response: We feel the groundwater encountered is perched water. The actual ground water table is the level of the adjacent wetland. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. Response: The EOF has been removed and the revision no longer applies. 30. A standard lot benching detail shall be included in the plan set. Response: The requested revision has been made. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. Response: The requested revision has been made. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. Response: The SWPPP is attached. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. Response: The NPDES permit will be supplied prior to the start of grading. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. Response: The requested revision has been made. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. Response: The underground storage system has been replaced by a water harvesting system. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. Response: A note has been added to the landscape plan. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. Response: A note has been added to the landscape plan. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. Response: A note has been added to the landscape plan. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. Response: See Note 13A on Grading, Drainage, and Erosion Control sheet. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. Response: The wetland buffer monuments have been added to the plan. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. Response: Noted. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. Response: See Note 15 on Grading, Drainage, and Erosion Control sheet. 23. The vegetation between tiered walls shall be low or no maintenance. Response: There are no longer tiered walls on the plan. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the storm water system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. Response: The requested revision has been made. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. Response: The requested revision has been made. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. Response: The requested table has been added to Sheet 2. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. Response: The attached plan set does not contain the updated detail plates but as per my conversation with Stephanie Smith, I will add them when they are completed by the City of Chanhassen. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Response: See attached. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. Response: The requested revision has been made. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. Response: The requested revision has been made. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. Response: The requested revision has been made. MNDOT has requested that we use their detail plates and they are attached. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. Response: The application has been applied for and is under review. 33. Profile grades shall be shown for the sidewalk and bituminous trail. Response: A note has been added to the landscape plan. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. Response: A note has been added to the landscape plan 35. The 8 -inch watermain pipe plans shall be revised to call out 0900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. Response: The requested revision has been made. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. Response: The requested revision has been made. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. Response: Noted. 38. The applicant must meet the storm water management standards prescribed in Section 19-144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. Response: See attached storm water calculations. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. Response: The requested revision has been made. 40. The storm water catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. Response: The requested revision has been made. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. Response: The underground storage system is no longer proposed. We have worked the watershed district to prepare a maintenance plan. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. Response: We have worked the watershed district to prepare a maintenance plan. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. Response: We have worked the watershed district to prepare a maintenance plan. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. Response: Noted. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. Response: Noted. 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Response: Noted. Environmental Resources: A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. Response: See attached landscape plan. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. Response: See attached landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Response: The plan has been previously submitted. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. Response: Noted. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. Response: Noted. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. Response: The requested revision has been made. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Response: Noted. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. Response: Noted. 6. Prior to combustible construction fire hydrants shall be made serviceable. Response: Noted. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. Response: Noted. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Response: It was our understanding that the cost of constructing the retaining wall was also to be reimbursed. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Response: A monument sign has been proposed in the Northwest corner of the site. The location of the sign may be limited by the gas easement. If you have any questions, comments, or concerns, please contact me at 952-476-6000 or 612-741-9830. Daniel L.Schmidt P.E. SATHRE-BERGQUIST, INC. ARBOR GLEN KNOW ALL PERSONS BY THESE PRESENTS: That Arbor Glen Chanhassen, LLC, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest corner of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 71C of the Minnesota Department of Transportation Right -of -Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. Has caused the same to be surveyed and platted as ARBOR GLEN and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as created herewith. In witness whereof said Arbor Glen Chanhassen, LLC has caused these presents to be signed by its proper officer this Arbor Glen Chanhassen, LLC L. Giannetti, Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Notary Public, Hennepin County, Minnesota SURVEYORS CERTIFICATE Notary Printed Name day of , 2017. 2017, by Thomas L. Giannetti, Manager of Arbor Glen Chanhassen, LLC. My Commission Expires: I David B. Pemberton, 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 the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this Notary Public, Hennepin County, Minnesota 2017. day of , 2017, by David B. Pemberton, Professional Land Surveyor, Minnesota License No. 40344. My Commission Expires: Notary Printed Name CHANHASSEN, MINNESOTA This Plat of ARBOR GLEN was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA M 0 COUNTY SURVEYOR, Carver County, Minnesota Mayor Administrator Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this John E. Freemyer, Carver County Surveyor M COUNTY AUDITORITREASURER Carver County, Minnesota I hereby certify that taxes payable in Laurie Davies, County Auditor/Treasurer Lo COUNTY RECORDER, Carver County, Minnesota day of , 2017. and prior years have been paid for land described on this plat. Dated this I hereby certify that this plat of ARBOR GLEN was filed this as Document No. Luke Kranz, County Recorder M day of day day of 2017, at o'clock . M. 2017. , 2017, and C: rYOFCHANHASSEt st,"4 \ RECEIVED w <N SATHRE-BERGQUIST, INC. JAN. 2 b 2Utl m m CHANHASSENPLANNINGDEPT 1 --f? S (t�vx�,� • 1 20 1 20 40 : 1 IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN TAUS I o LL o Being 5 feet in width when adjoining side lot lines and rear lot lines, unless otherwise indicated, and 10 feet in width when adjoining right of way lines, unless otherwise indicated, as shown on the plat. The basis for the bearing system is the west line of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23 which is assumed to bear North 00 degrees 02 minutes 05 seconds West. O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 • Denotes a Found Iron Monument QQ Denotes a Found Cast -Iron -Monument CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 34.47 A--32°55'02" 60.00 S35050'40"E 34.00 L1 27.27 �z N53000'49"E tia��s SGn'LF 2 p uiCryFR S P SATHRE-BERGQUIST, INC. ARBOR GLEN OUTLOT A DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A lJ� <C (YJ NW COR. OF THE SW 1/4, SEC.24 II I II i N O O 0 z 33.37 15.72 16.27 20.38 \y \5 A--25°57' 14" - S89°47'54"E 632.52 - I N. UNE OF THE SW 1/4, SEC -24 A I I hI/"\ 1S 1 \/LAA 0.1 -,..�r rNI 11 1/A )f1 v.v./1.F1 . IVV. I �i L_I IVI/11V LiVVL_L1RVlLJ F- N I EX&OX I CS J a`��?/ 0/ �� -f-- ----- ---- ` s , 6//. A 00 0) -EASEMENT FOR PIPELINE PURPOSE PER DOC. 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OUTLOT D S/�2R2R 2ryN/ / oN/ / / ry/ /h ^fir I 56g°c� I'll \\��bLN88031'12"W 134.941 Q c- Z AS , �/ / Nom/ / / `�/ / I v\, , \ "a \s0 y�� CD NQS 06 38„ N / � 6 0/ ro / 2� 01 `o i I Ian [/ s / I W Ni/ 54;16 \ / v ry/ �� S%, �1 c^,5�`a v - 96.07 8/2„w \/ o / °,.�,� > L\ 4947 N ? / CIIt-S� ?/119„ N / / 5 rt 1/ X47°l4 /4`i V3 �O� N88°31' 12"W 145.201 �S� - - - 4°4p c/ f \ _� / S 1 ^ <C (' N6/ 342j / �/ /� o/ 39.83 ✓ I 1 � \ ) 4948"`y < Nom/ b / \� (r A=65°1202° , N p 06 /� �" \y � 35.00 1 °� N i SSS SS/6 V / / \h ss 0.ss° 56.57 I if I / 1 °N/ \ \ 9� \/20. v� - 50.52 o _ V -` \ r sF N� /N \� \ Rr I N89057'55"E 'ri ��/ '000 I 55.3e0 0) w LU r \ S20�S / p// °�/ / La 4`44°3 9 54.20 � M M t0 rz <C WET LAND \� J/., / o<y SS �" - r; ° \�� \\ S22 ?8 02'W ` l �N/ / 1oro U ' o LO M Iin* 3 LO Z4 N - N i/ to A0 rn 41 �N � \ \ \ 632 \ N' ' 0✓ II N OUTLOT C 0) N6S S8 S \ L .03 0) 67 0/ 4 _ I CD \ 11 DRAINAGE AND UTILITY EASEMENT \ `; ly N86°16'41"W 77.2277) IX OVER ALL OF OUTLOT C \ r \00 \ l,' N 1j 0 �J 0) \ I� 41 �\ WET LAND \ \ rn of \ M S89047'54"E 581.31 I 0 6- 1 >- s 30 I �z x~ j2. "3 S CS J a`��?/ 0/ �� -f-- ----- ---- ` s , 6//. A 00 0) -EASEMENT FOR PIPELINE PURPOSE PER DOC. NO. 70394 - jOUTLOT B • O/ F 4D OS I n--,cto* z c O 1 DRAINAGE AND UTILITY EASEMENT 'CSa _ - - 27 74 RD/ \h O., _ _ _�- _ _ , S88°30'31"E 590.55 _ _ _ _ OVER ALL OF OUTLOT B N 435°19'20" �\ `��\ p \ S88°30'31"E 292.24 - - - X15.00 - - - - - - - S88°30'31"E 101.08 \ ° $ \ 76.24 54.00 54.00 / S01°28'48"W5400I-5400 o / �� 2 I EpSEMENj / S88°30'31"E 169.36 13.31 15 15 0.806 I I / V / 15.00 15.00 A-16°56'46"� w I \2/2 ' Im I / pstD / t5 15 1��139`36 - \ n I� 1 1 I o voi N I 6�6. I I'�I I� 1I 1_ORP\NP� o N89°10'05"E� 95.92 -\\ -- _ _ - M\\� w 400 14.13 "' M "' 1 113 NI IM bol I It 0100 1 -13 \� I N 4=10°07'02" -- {- = 2 N "I Jul 4 �I I� 5 o W `° I I N \ 15 15 �)I I� 3 O CO ri is n �w "E 105•. m •\\ vl I N 00 I 10 N N I "i o w N Lp179°50 5� - = , M p I j\ I IN ' NI I� �� ° M N - 92.75- - t 'r - � I I� �s I� z _ �� 1" `flV'\"u� �`��\ S`so ��I I la^,M oo NI I o o m �s� 1 <4 N88°31'12"W 137.091 N - CD 01 O \ I I A--51004'25"1\ 2 l _ /„ ') III to ��' R•e �/ O S8. 2 SJ /\ '') M M `L9 `53.48 'i� -- _I 22.16 I cV -- L - A ^ 42 S� / tD \ ' �I I \ $� 15 015 /llYl��p_15°52'21" � N - 4 30�OS 5 43 �O � \ \ / \�j� � / O & 10 / L 92.34 N88'3- W1 N Ll - 0 D� O6`SR 4 0./4°52'g3"\ ti \ 00 / % 5 o !"D 0 LIJ 4--6--- 5 R�q� / y ,4, / `i e`P >/g. 10 - 138.34 o / v �' N 0 3 \\ ��l V /2'2�' S4 °O / 7e \mss„ ��\j "� 4 //°S/, r) \ `' in rn N u�j 4�)\OS �' 4--18. // \�s °"/\? � ea°° P 34„ 3 o L o I I r'l � / N �i / SSS �/7 29, 0 \QOp `1,/ i -1°% 01 _ I a � L I J N r- 3 >lN 2;40'43"W <v / o rn / / �/ /" R=2 s82°11Y2"E\ _ °0�5 0 P N/ 41 8 \ v C 4 •Op r\6\ DRAINAGE AND �I.p 0) 00 r) O l �/ \ -CO \ �/ /8 40.09 S UTILITY EASEMENT LO _ 87.41 1 PO ^ ry4t / �% N / \ �/ „� / 0 3933 oo \��, OVER ALL OF iA ti A ° " 20°�N 6O o\ \%. OUTLOT D S/�2R2R 2ryN/ / oN/ / / ry/ /h ^fir I 56g°c� I'll \\��bLN88031'12"W 134.941 Q c- Z AS , �/ / Nom/ / / `�/ / I v\, , \ "a \s0 y�� CD NQS 06 38„ N / � 6 0/ ro / 2� 01 `o i I Ian [/ s / I W Ni/ 54;16 \ / v ry/ �� S%, �1 c^,5�`a v - 96.07 8/2„w \/ o / °,.�,� > L\ 4947 N ? / CIIt-S� ?/119„ N / / 5 rt 1/ X47°l4 /4`i V3 �O� N88°31' 12"W 145.201 �S� - - - 4°4p c/ f \ _� / S 1 ^ <C (' N6/ 342j / �/ /� o/ 39.83 ✓ I 1 � \ ) 4948"`y < Nom/ b / \� (r A=65°1202° , N p 06 /� �" \y � 35.00 1 °� N i SSS SS/6 V / / \h ss 0.ss° 56.57 I if I / 1 °N/ \ \ 9� \/20. v� - 50.52 o _ V -` \ r sF N� /N \� \ Rr I N89057'55"E 'ri ��/ '000 I 55.3e0 0) w LU r \ S20�S / p// °�/ / La 4`44°3 9 54.20 � M M t0 rz <C WET LAND \� J/., / o<y SS �" - r; ° \�� \\ S22 ?8 02'W ` l �N/ / 1oro U ' o LO M Iin* 3 LO Z4 N - N i/ to A0 rn 41 �N � \ \ \ 632 \ N' ' 0✓ II N OUTLOT C 0) N6S S8 S \ L .03 0) 67 0/ 4 _ I CD \ 11 DRAINAGE AND UTILITY EASEMENT \ `; ly N86°16'41"W 77.2277) IX OVER ALL OF OUTLOT C \ r \00 \ l,' N 1j 0 �J 0) \ I� 41 �\ WET LAND \ \ rn of \ M S89047'54"E 581.31 ENTRANCE C.S.A.H NO. 18 (LYMAN BLVD.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I 0 O Z 2 H F- W SITE INFORMATION CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.2-4/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND NO. CITY CODE DATE TYPE MANAGE1 PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER WATER REUSE REVISIONS AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION DRAWING NAME NO. BY DATE I REVISIONS ARBOR GLEN CHANHASSEN, LLC. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS EKLO BASE 06 OLS 05/10/16 WATER REUSE REVISIONS WATERMAIN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. CHECKED BY DLS DATE INDEMNIFY SATHRE UISINC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Date: 01-11-17 Lic. No. 26147 SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR ARBOR GLEN CHANHASSEN, LLC. 150 S. BROADWAY MAJOR CONTOUR WAYZATA, MN 55391 CONTACT: LOT LINE TOM GIANNETTI PHONE: (952) 476-6000 WATERMAIN WM WM BUILDING SETBACK BOUNDARY - PARCELBOUNDARYLINE CONTACT: DRAINAGE AND UTILITY EASEMENTS Schmidt@sathre.com CURB AND GUTTER - RIGHT-OF-WAY DRAINTILE W/CLEANOUTS BACKYARD CATCH BASIN—�B�B-- CATCH BASIN -— STORM SEWER MANHOLE FLARED END SECTION W/RIP-RAPS �B—q STORM STUCTURE LABEL 0 SANITARY STUCTURE LABEL 3 O SANITARY SEWER MANHOLE HYDRANT —WM---T--WM— — M--- X—AM— GATE VALVE —yVMWM— —WM WM— WELL OO O DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE E E SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE BARRICADE OR ® Tr OR SPOT ELEVATION x'o x ygpA TBC SPOT ELEVATION UTILITY POLE rob LIGHT POLE HANDICAP PARKING SPACE WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND 11 LOCATION MAP -1 CITY OF CHANHASSEN RIEPCEdVED FEB 2 2 2017 5NOMEM O DEPT PREPARED BY PREPARED FOR 1 Title SATHRE-BERGQUIST, INC. ARBOR GLEN CHANHASSEN, LLC. 150 S. BROADWAY Sanitary Sewer and Watermain Plan WAYZATA, MN 55391 CONTACT: 6 TOM GIANNETTI PHONE: (952) 476-6000 2899 HUDSON BLVD. FAX: (952) 476-0104 ST. PAUL, MN 55128 http://www.sathre.com PHONE: (651) 264-3388 tgiannotti@stpaulhd.com CONTACT: DANIEL SCHMIDT Schmidt@sathre.com 11 SHEET INDEX TABLE 11 SHEET Description 1 Title 2-3 Street Plans 4 Sanitary Sewer and Watermain Plan 5 Storm Sewer Plan 6 Grading Plan 7 Erosion Control Plan 8 Landscape Plan 9-12 1 City Details 50 25 0 25 50 11�00 ❑❑❑❑IJ SCALE IN FEET ciTYOFCHANHASSEN RECEIVED FEB 2 2 2017 CHANHASSEN PLANNING DEPT TITLE SATHRE—BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)4766000 CHANHASSEN, ARBOR GLEN MINNESOTA ARBOR GLEN CHANHASSEN, LLC FILE NO. 23605-001 1 12 0 0 L6 0 m M N Z U! J af O CD Q I (61FIZ6) 1 ENTRANCE MONUMENT GAS OUTLOT A 20'SETBACK I � J � �O6 � CD C.S.A.H NO. 18 (LYMAN BLVD.) xxxx i BERM -1)(== OUTLOT B GAS GAS GAS - _ - GAS GAS - II -K FROM EASE ENT 1 W6 I I =AP nD FT l 8j 11 TOL6 U8 11 (s s> I I (9 Is) 1 1 (956) 1 9'61.6 =11 I I 13:j1 J 1 1 .J 1 9'616 dJ 8'8 L6 B1 I 011,6 d8 ; 1 O'OL6 d8 1 1 0.606 =18 I BERM GAS GAS GAS 9 �- » Station 1 Length -T---------- u) ca U) to - fl 100 06 EO Q (`') C - P D E r �nnhnri 1 ��m o� U- _ Fr r 51.84 I c�� ° 49030'25" 1 01 0+84,57 r 24.01 £'61,681 I 8� ; £'LL6dlI I cq C)o so I L� ; osl d� £'9LSUl ; I ous�� a, W�O 20' o C(/ i..., a) P ETH O`m.� �w ��J ; 0'91,6 JO I ---yj I u LLJ0LL = Fr \ I �O /\ w SURre.\., I U J m L------- GF / / IIIII \ e -' , ,? / " A Q o c6 o o y l2 G ah aro �o Q c o I I I I I I 'oa0 / // TFs'ss / / �% ; 9,5 LL LLJo u- AD EPTHd" 10, 798 / / GF9 � , _ �m � � 1 (, 1-- J m I 8P&6 / / 10,x;93 �ZS `� ;o� ti L------- "/ I I I I I I I I I I ..\ / / eFp,W,�O/ / �Fs,B / ��p- ��---y \ / l / �•3 / TFs, S l N 9151 / _ �Q 10' 88 / / SSR w wQ� o 4 GF a1 a, 0 P DEPTH c� �'JO UO-) /' ....... .. ... ` / 6 , /, 09,8 J /90>s� , a� V _ _ II I I! I! I I I! I! I I I \ / /, r / / TFg91�S / \\ ^ r Q N� P fi DEPTH IIIIIIIIIIIIIIIIIII.,. r r r r r l BF�wO\U-FJOm m v r r \ WETLAND BUFFER Illlllllllllllilil ///lwsss > 30' II�I�I��I��I�IIII S,// GF ��----� v I /\J\ / TFs-s760 I i GF 915.5 !! ! I / s3 "TF 917.5 I I/, BFryO Ililllilllllll // Sao I i BF 907.5 I O� (901-8) i L_____ i I IIIII PON NWL 893.0 896.1 a W W IL T- 0 0 Z CD W `Q W 30' I r Station r Length r 50 _ 100 r 32.72 r �nnhnri r 0+32.72 r 51.84 r 49030'25" r 0+84,57 r 24.01 r r 1+08.57 r 54.74 S260 10' 08.09"E NOR•1� L3 1+63.31 36.50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT C3 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. 1111111 89.11 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND IIII'1i�i C4 DRAWING NAME NO. r. I DATE r C5 �, I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS u. 06 a 05/10/16 a r PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I a 07 r 07/15/16 r ♦ AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE +. 08 a 07/19/16 r r LAWS OF THE STATE OF MINNESOTA. r 09 r 07/26/16 a r f D r I I I I I I /L DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 FINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 0-a VI STA:1+50.0 LOW PT STA: 2+68.50 30' I PL s o' CL 15.0' PL r!10' to Back LWI to Back 12.0' Wear Course to be 1/2" Above Edge of Gutter 11 1 3.0% 2 0% 1 4" Topsoil, Seed & Mulch or Sod. Draintile Surmountable - Concrete Curb 1.5 : 1 1Draintile 1 1/2"-MND0T 2360 SPWEB340B Tack Coat - 2357 2"-MNDOT 2360 SPNWB330B 12" -Class 5 Aggregate Base 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. my OF TYPICAL ��lillll��yQ�� RESIDENTIAL CI�Yllleuu�tl STREET SECTION REVISED: 4-14 PLATE NO.: FILE NAME: G:\ENG\SPECS\5200 ENGINEERING DEPARTMENT 5200 FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE 950 940 930 920 910 "11 ROAD 1 Number Station Radius Length Line/Chord Direction 50 25 0 25 50 100 65.00 32.72 S20 4T 45.88"E �nnhnri C1 0+32.72 60.00 51.84 ❑❑❑❑� 49030'25" L2 0+84,57 24.01 n -- 1+08.57 SALE IN FEET 54.74 S260 10' 08.09"E NOR•1� L3 1+63.31 36.50 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT C3 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR 89.11 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. C4 DRAWING NAME NO. BY I DATE REVISIONS C5 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS EKLO BASE 06 OLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 07 MOM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. f D M SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE /L DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 FINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 PL s o' CL 15.0' PL r!10' to Back LWI to Back 12.0' Wear Course to be 1/2" Above Edge of Gutter 11 1 3.0% 2 0% 1 4" Topsoil, Seed & Mulch or Sod. Draintile Surmountable - Concrete Curb 1.5 : 1 1Draintile 1 1/2"-MND0T 2360 SPWEB340B Tack Coat - 2357 2"-MNDOT 2360 SPNWB330B 12" -Class 5 Aggregate Base 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. my OF TYPICAL ��lillll��yQ�� RESIDENTIAL CI�Yllleuu�tl STREET SECTION REVISED: 4-14 PLATE NO.: FILE NAME: G:\ENG\SPECS\5200 ENGINEERING DEPARTMENT 5200 FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE 950 940 930 920 910 "11 ROAD 1 Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 65.00 32.72 S20 4T 45.88"E 37034'11" C1 0+32.72 60.00 51.84 S270 32'58.46"E 49030'25" L2 0+84,57 24.01 S520 18' 11.03"E C2 1+08.57 60.00 54.74 S260 10' 08.09"E 52016'06" L3 1+63.31 36.50 SOO 02'05.14M C3 1+99.81 65.00 89.11 S390 18' 30.30"E 78032'50" C4 2+88.92 406.00 105.43 S710 08'33.72"E 1405243" C5 3+94.35 244.00 78.71 S720 56'42.08"E 18029'00" L4 4+73.06 40.09 S820 11'11.95"E ROAD 2 Number Station Radius Length Line/Chord Direction Delta Angle L5 0+00.00 65.00 73.81 S240 50'03.62"E 37034'11" C6 0+73.81 49.87 56.75 S570 26'04.38"E 65012'02" L6 1+30.56 24.89 N890 57'54.86"E ROAD 3 Number Station Radius Length Line/Chord Direction Delta Angle C7 0+27.27 65.00 42.62 N200 15' 53.16"E 37034'11" L7 0+69.89 80.37 1410 28'47.65"E HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 CITY PROJECT NO. s°RLN op SATHRE-BERGQUIST- FINAL STREET PLAN , INC. HANHASSEN ARBOR GLEN o y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA ARBOR GLEN CHANHASSEN, LLC �Cry�Rs ? 950 940 930 ry-ILI 910 "11 MM FILE NO. 23605-001 2 Ej 0 0 L6 0 m co N Z Lu J (7 O m Q LVC:50.95' +o M HI H PT STA: 1+2 .52 LVC:87.01' rn W HIGH PT ELEV: 92 . 0-a VI STA:1+50.0 LOW PT STA: 2+68.50 1 ELEV:921. LOW PT ELEV: 918.49 j N K:36.00 PVI STA:2+25.00 + m wR PVI ELEV:918.93 `r' a' mw K:36.00 W 06 W m a W>L)�a 0 U � W -2.o0a% W -3 4 % -1.00"% CD 0N�'-�F� ar] ar � C14` m 7r r m O S: LO N, Cq a) OD 7 N r VY . 6 N cV N T y 0) m 0) m 0 ., 0) a) Q) O) a Tm a) a) p) )W O OM -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 CITY PROJECT NO. s°RLN op SATHRE-BERGQUIST- FINAL STREET PLAN , INC. HANHASSEN ARBOR GLEN o y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA ARBOR GLEN CHANHASSEN, LLC �Cry�Rs ? 950 940 930 ry-ILI 910 "11 MM FILE NO. 23605-001 2 Ej 0 0 L6 0 m co N Z Lu J (7 O m Q ENTRANCE (64'4Z6) C.S.A.H NO. 18 (LYMAN BLVD.) T_ o O Z w Q 950 .M 930 MA f, N. PRIVATE DRIVE -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 ., I 930 e 910 ti lit S. PRIVATE DRIVE LVC:1.64' HIGH PT S:0+12.54 I HIGH PT E EV: 915.49 PVI ST 0+13.36 30 I PVI EL :915.49 HIGH PRESSURE PIPELINE K:3 i.00 Lo 0a Mw L6 0 C4 4i;v rn Without compliance with State One -Call, AND > a- CM Q. a- -1.00 -1.00 -1.05% PVIS: 0+00.00 0 25 50 100 MAGELLAN PIPELINE, L.P. PVIE: 915.62 O C-4 O lh N :. ECD. O N c0 (+) O CD AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT NO SCALE IN FEET O L6 - �_ V L6 r ANY AND ALL DAMAGES m m 0) m 0 W 0) (D W M 6 _V 0 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY ME 920 910 •1/ -0+50 0+00 0+50 1+00 1+50 2+00 2+50 I WARNING 30 I HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From 50 25 or�, 0 25 50 100 MAGELLAN PIPELINE, L.P. ❑ ❑ ❑ ❑ ❑ A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT NO SCALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR R ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SERs �`' � w SUR` F� SATHRE-BERGQU IST �+ INC. ' CITY PROJECT NO. FINAL STREET PLAN FILE NO. 23605-001 EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS - DRAWN BY 07 MDM 07N5/16 REVISED EASEMENTS IJW 08 MDM 07/19/16 REVISED SHEETS CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476000 HANHASSEN ARBOR GLEN 3 SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING G^' m c+FRs � 407 MINNESOTA ARBOR GLEN CHANHASSEN, LLC 12 DLS 10 MDM 07/26/16 GRADING REVISIONS 11 DLS 09/12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. DATE FROM ILLEGITIMATE USE. Date: 01-11-17 Lic. No. 26147 ?Vol 04/08/15 FINAL PLAN SUBMITTAL THE TRENCH DIMENINSNS SHOWN ARE APPROXIMATE. E ACTUAL jjjj DIMENSIONS SHOULD E DEStGNE BY AY THE CONT CTOR IN ACCORDANCE WITH �j HA REGULATIONS_ 1 TRENCH B03 - ^L'`FT, 'J2 _ TOP OF E` EX MH 1 .00 923.53 IN - INV.897.94 a I I 1A i CB 34 -' TC 922.93 CB 33 -4 _ _j 15"INV.917.82 TC 922.75 15"INV.918.11 `Tn �p A O �D A WV r i /71 (64'YZ6) 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. 11.. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS ii) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERANATERMAIN CONNECTION. 15. SANITARY SEWER AND WATERMAIN SHALL BECOME CITY OWNED AFTER CONSTRUCTION AND ACCEPTANCE BY CITY COUNCIL. C"S.A.H NO. 18 (LYMAN BLVD.) HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) r 0 r O w Q U) REMOVE AND REPLACE E=TING624 CURB FIRE NOTES 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. MH 1 STA:3+22.5 RIM :922.7 BLD: 21.6 EXISTIN - FROMAL ate: EXISTING WM LOCATK CONNECT TC T- 914.8 INV: 906.7 5.7' 1 930 920 910 •11 9301 9201 9101 :•1 MH EX. 1 MH 1A STA:0+00.0 STA:0+08.4 RIM:923.7 RIM:923.9 BLD: 25.8 BLD: 25.9 8" PVC SDR 26I 9.4 LF@0.64% ��!I 0 00 rn o rn rn C9 C? > > zz EXI----"-_- FROhI'AL, - - - CONNECT EXISTING EXISTING WM LOCATIO MH 1 STA:3+22.5 RIM:922.7 BLD: 21.6 4� 8" GV T- 914.7 \ 3.4 INV: 906.7 5.7' ILL 316.5 L.F. TO EX MH 1 - 8" PVC HDPE 309.8 LF @ 1.00°A 1 6 T 8" PVC 0 86.7 LF 0 rn z 880 SANITARY STATIONING -1+00 0+00 1+00 2+00 3+00 CROSSROAD COURT STATIONING 0+00 1+00 EXISTING GRADE 922.0 -EST. TOP OF PIPELINE -- 917.0(FIELD VERIFY PRIOR TO CONSTRUCTION) PROPOSED GRADE -921.8 PROPOSED ROAD BASE(39-)-918.25 MH 2 MH 3 STA:4+09.2 STA:4+51.8 RIM:920.9 RIM:9196 MH 4 . BLD: 19.4 BLD: 17.9 STA:5+23.7 -� 48"MIN ' RIM:918.2 BLD: 16.1 iV ,( V8BENDS'�' ° 22.V7.5' 3143 4 Y12" GAS MINPIPELINE_11.25°&22.5 8"BENDS 11.25'& 8" BEND T- 913.7 HYDRANT 6" VALVE HBOE = 918.1 FINISHED IG17[:5 MH 5 MH 8 STA: -0+27 STA:0+89.0 MH 9 EXISTING RIM:915.9 RIM:914.5STA:1+30.6 . -- GROUND BLD: 12.7 BLD: 10.7 RIM:914.2 BLD: 10.2 HYDRANT INISHED 6" VALVE OUND___ fi HBOE=913.5 TEE 06 TEE 6" PVC SDR 35 8" PVC SDR 26 'PVC SDR 8"C900 WATERMAIN 8" PVC SDR 26 0 239.1 LF @ 0.46% C) 86.7 LF @ 0.46% LF @ 0.47% SATHRE-BERGQUIST , INC" 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 72.1 LF @ 0.55% N T- 902.4 042.6 8" PVC 8" PVC THE SANITARY SEWER SHALL BE o 115.8 LF@0.52% > z ASBUILT PRIOR TO WATERMAIN j °1 rn 0 INSTALLATION TO VERIFY THAT IT MEETS z Z> 11.25° & 22.5° co A MINIMUM GRADE OF 0.40% - z 0 --- - MH 5 MH 8 STA: -0+27 STA:0+89.0 MH 9 EXISTING RIM:915.9 RIM:914.5STA:1+30.6 . -- GROUND BLD: 12.7 BLD: 10.7 RIM:914.2 BLD: 10.2 HYDRANT INISHED 6" VALVE OUND___ fi HBOE=913.5 TEE 06 TEE 45° & 22.5° 8" 908.7 8"C900 WATERMAIN 3.9 BENDS Sb R� F< m co P0, SATHRE-BERGQUIST , INC" 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 HYDRANT T- 902.4 DRAWN BY 07 MDM 8" PVC 8" PVC - 07/19/16 REVISED SHEETS 07/26/16 WATERSHED REVISIONS N 115.8 LF@0.52% 40.4 LF@0.50% 1125°&22 ° 09%12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 0 1 FINAL PLAN SUBMfTTAL 11.25° & 22.5° co 7- 905.DS 11.25'& 22.5° 8" BENDS 0 --- - Z T- 906.4 > rn > _ - z Z 930 910 [Tint 8901 ---- 890 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT STORM STATIONING 1+50 2+00 3+00 4+00 4+50 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR S. PRIVATE DRIVE STATIONING 0+12.4 1+00 1+50 1+95 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO BY DATE REVISIONS USE INCLUDING COPYING DISTRIBUTION AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS NO. EKLO BASE 06 OLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ppp 44�� Sas E �`� W 0 m 1 Sb R� F< m co P0, SATHRE-BERGQUIST , INC" 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 HYDRANT HANHASSEN MINNESOTA MINNESOTA DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS IJW 08 MDM - 07/19/16 REVISED SHEETS 07/26/16 WATERSHED REVISIONS CHECKED BY 09 DLS DLS 10 MOM 07/26/16 GRADING REVISIONS DATE 11 DLS 09%12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 04/08/15 1 FINAL PLAN SUBMfTTAL 940 IRKIC 920 910 I- MH5 MH6 MH7 8" PVC SDR 35 STA:7+66.4 STA:8+31.8 STA:9+07.4 HYDRANT HYDRANT RIM:915.9 RIM:915.7 RIM:917.1 - 6" VALVE 6" VALVE BLD: 12.7 BLD: 12.2 BLD: 13.2 He E=918.0 H80E = 916.7 11.25'& 22.5° -- --- - 8"BENDS T- 909.8 _ - 8x6 RED. 8x6 TEE T-" .7 V: 911.9 22.5° 8" BEND T- 910.0 T- 90- 8 9 1.8' T- 908.5 940 IRKIC 920 910 I- L• 8' PVC SDR 35 8" PVC SDR 35 65.4 LF @ 0.46% 75.6 LF @ 0.53% N M Cl) 900 mo 0 0 0) CPM > Z Z Z - - 930 920 910 •11 890 8" GV 45° &22.5° 8" T_9 - 902.8 BENDS CONNECT TO T- 902.4 EXISTING T- 904.7 45° & 22.5° 8" BENDS T- 900.9 :•1 ::1 930 920 910 it 1 890 -0+50 0+00 1+00 2+00 FINAL SANITARY SEWER AND WATERMAIN FILE NO. PLAN 23605-001 ARBOR GLEN 4 ARBOR GLEN CHANHASSEN, LLC 12 0 to 0 0 N N z w J O 0f O m z �'- "• � I I I I I I I� I I I I I - - 930 C.S.A.H NO. 18 (LYMAN BLVD.) (64'4Z6) _ 920 - v Z \� z - m � �& VO Lam; o ., _ 910 TOP BACK 0.75' 897.0 TOP FRONT HWL - 897.61 -tr� a i 1 1 1 1.6 I • r IIII PON 1s 1 1 1 1 1 1 1 .. NWL 8p93 196 111111 r r • • r • r i r I I I I I I I 1111111 r r r r r r r i i r 1 1 1 1 1 1 1 IIII r r r r r r r r i r i I I r O r Z W Q I U) �. REMOVE AND REP ACE EXISTING 624 CURB I I I � I I 890' -1-1 930 00 920 910 900 890 885 -1+00 930r 920 910 TC: 913 51 TC: 913.5 BLD: 4.0' BLD: 4.5' 18.5'-12"RCP CL.5 @ 1.08% 4.2' 0 000 0 omv 0i of Ci of 0 000 rn rnrnrn » > z zzz (V - - 7 TC: 916.8 (AMI 12 BLD: 4.0' TC: 916.9 1r� BLD: 4.7' N'IN CD rn > z z r (V 0+00 930 9101 1910 24" APRON TC: 896.4 12 CY CL.3 BLD: 4.5' 920 900RIP-RAPDIA: 48.0" 900 910 890 28.5-24 RCP 45.10'-15"RC P890 CLA@0.70% CL.5@-1. 1% 900 880 880 J 890 1+00 870' -0+50 0+00 870 1+00 BMH 6 EXISTING GROUND TC: 917.8 BLD: 9.6' TC: 913.5 BM 5 BLD: 4.0' TC: 911.4 FINISHED BLD: 4.1' GROUND .4 0+00 148.7'-15"RCP CL.5 @ 0.34% 22.9'-12"RCP CL.5 @ 1.31% 1+00 STRUCTURE TABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES 2 STMH 48" 897.3 4.8' 892.5 R -1642-B 3 CBMH 48" 908.9 82 900.7 R -1642-B WARNING 4 CBMH 48" 909.0 4.0' 905.0 R-4342 5 CBMH 48" 911.4 4.1' 907.3 R-4342 6 CBMH 48" 917.8 9.6' 908.2 R-4342 Np R S � 7 CB 27" 913.5 4.0' 909.5 R-4342 °O 8 CBMH 48" 913.5 4.5' 909.0 R-3067 9 CBMH 48" 914.1 4.1' 910.0 R-3067 10 CBMH 48" 914.9 4.1' 910.8 R-3067 11 CBMH 48" 916.0 4.3' 911.7 R-4342 12 CBMH 48" 916.9 4.7' 912.2 R-3067 O 13 CB 2'x3' 916.8 4.0' 912.8 R-3067 14 CB 2'x3' 913.5 1 4.0' 909.5 R-3067 DRIVE OVER CASTING BMH 4 Structure Name TC: 909.0 SIZE (IN.) BLD: 4.0' 08.9 7BLD: .4 . " 8.2' 214.4'-12"RCP Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP 1 FES 24 892.0 12 C.Y. 15 FES 24 112.8'-15"RCP 9 C.Y. TOP WEIR- .1 CL.5 @ 0.47%0 � � WARNING SLOT INV -894.6 HIGH PRESSURE PIPELINE 1 N u0i CL.5 @ 0.80% jExcavation and/or Construction Prohibited 108.3'-15"RCP 15" RCP INLET ,� o o Np R S � CL.5 @ 2.12% 63.1'-15"RCP °O OUTLET � m % .@. � Without Written Permission From 5o z5 0 25 50 100 rn r, go � � � � EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE zz MAGELLAN PIPELINE, L.P. mm SCALE IN FEET LOCATION OF ANY AND ALL EXISTING ui�ri HE AGREES TO BE FULLY RESPONSIBLE FOR 000 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. O O r O n USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LO C14 CITY PROJECT NO. ii FILE NO. 23605-001 OO - OOO IJW 08 MDM 07/19/16 REVISED SHEETS CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS z z ZZ HANHASSEN Ma) O 5 SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m "" y `% �� c�FRs MINNESOTA ARBOR GLEN C H A N H AS S E N � 2 DLS 10 MDM 07/26/16 GRADING REVISIONS 11 DLS 09/12/16 WATERSHED DISTRICT REV. roL0 DATE FROM ILLEGITIMATE USE. Date: 01-11-17 Lic. No. 26147 P�Paa ,LLC 04/08/15 FINAL PLAN SUBMfTTAL in in z z z LO rn rn 1+00 2+00 3+00 4+00 CBMH 11 TC: 916.0 10 CBMH LCBMH8)BLD: 4.3' TC: 914.9 TC:914.1 913.CBMH 3 A:4 " BLD:4.1' BLD:4.1' C:4.5' TC: 908.9 DIA: 48.0" BLD: 8.2' _ I '48.0" EXISTING 2. - _- 6.1' 86.4'-15"RCP 52.0'-15"RCP CL.5 @ 0.93% CL.5 @ 1.15% 2.3'-15"RC 0 d o 0 37.1'-15"RCP L.5 @ 9.69 oo CL.5 @2.43% 0000 0 Q 0 Q, a, a, o 0 rnrn mmm z z zz »> in rn ro rn -- zzz EO iL En o 0 0 r O � 0 0 V comm zzz foro En I � I 2+00 3+00 930 920 920 910 •�� :•M 880 870 930 920 910 890 885 5+00 5+25 TCC 906.9 EXISTING BLD. 82 \ GROUND IA: 48.0". 4' SUMP WITH ENERGY DISSIPATER _._._. _ .e 4+00 4+25 -0+50 m O 00 CD 0) z z rn rn 0+00 123.9'-15"RCP CL.5 @ 9.20% 1+00 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP 1 FES 24 892.0 12 C.Y. 15 FES 24 892.0 9 C.Y. OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL 892'0 16 OS SEE STRUCTURE DETAIL 892.20 TMH 2 TC: 897.3 BLD: 4.8' IA' 24" APRON 12 CY CL.3 I- 1 9'-24"RCP C .4 @ 2.51 % 920 910 J 870 2+00 �� BOTTOM�91.5 I I I LJ I . TOP WEIR- .1 0.4' SLDT � � WARNING SLOT INV -894.6 HIGH PRESSURE PIPELINE 1 jExcavation and/or Construction Prohibited 15" RCP INLET ,� � Np R S � 12" RCP Without compliance with State One -Call, AND NWL 891.0 OUTLET 0.50' � Without Written Permission From 5o z5 0 25 50 100 � � � � EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT MAGELLAN PIPELINE, L.P. SCALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SERs SRL o _ °-a w �� m SAT H R E- B E RG Q U I ST, INC . CITY PROJECT NO. FINAL STORM SEWER PLAN FILE NO. 23605-001 EKLO BASE os DLS 05/10/16 WATER REUSE REVISIONS - DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS IJW 08 MDM 07/19/16 REVISED SHEETS CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGOUIST,INC.OFALLRESPONSIBILITY. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 HANHASSEN ARBOR GLEN 5 SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m "" y `% �� c�FRs MINNESOTA ARBOR GLEN C H A N H AS S E N � 2 DLS 10 MDM 07/26/16 GRADING REVISIONS 11 DLS 09/12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. DATE FROM ILLEGITIMATE USE. Date: 01-11-17 Lic. No. 26147 P�Paa ,LLC 04/08/15 FINAL PLAN SUBMfTTAL 7 / (64'4Z6) i E - - - ROCK \ ENTRANCE \BERM 9, C.S.A.H NO. 18 (LYMAN BLVD.) 8a, 111111. I,. \ I \ ) WETLAND BUFFE _ TYPICAL LOT DETAIL eFo DENOTES LOT CORNER - ELEVATION DENOTES LOWEST ADJACENT GRADE DENOTES LOT NUMBER DENOTES GARAGE_ FLOOR ELEVATION DENOTES EASEMENT LINE 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE 13. RESTORATION -3.4 ACRES POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. A RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MNDOT 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSIACRE AND FERTILIZE WITH 20410 AT 100 AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. LBS./ACRE. C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBS.IACRE. BUFFER VEGETATION NOT TO BE FERTILIZED 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE D. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 260-10 AT 100 \ NPDES PERMIT. LBS./ACRE. (UNLESS OTHERWISE NOTED) 5. LINE ALL PONDS WITH A MINIMUM 3' ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR H WL WITH A WATER BUFFER AREAS NOT FERTILIZED I D. ONLY PHOSPHOROUS FREE FERTILIZER TILIZER IS TO BE USED ON SITE. TOLERANT MIX E. MULCH WITH TYPE 1 AT A RATE OF 2 TONWACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. F PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS ERM % a SPECIFICATIONS: COMPLETED. REFER TO CITY DETAILS ST -22 & ST -23 FOR APPROVED DEVICES. -� 9 0 ! 7. STREET SECTION - G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED- - - - - - - - _ - - n SS 1.5' WEAR COURSE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. - EB 2.0" BASE COURSE i 10,800 SOFT FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS 12" CLASS 5 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, \ 15' 24" SELECT GRANULAR BORROW RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. CAT 3 EROSION ox- +/-3:1 \ CONTROL BLANKET f 8. DRIVEWAY SLOPES- 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. GAS GAS GAS GRADE. MINIMUM -2.0% SET AT LEAST 42 INCHES IN THE GROUND If MAXIMUM 100% WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 ALL B• - I PLACE ADDITIONAL POSTS AS NECESSARY �. F I� I L, ,• � uBUILDING ann�q _908--_ -906--904 ua i - /��_----902-- DENO� o _ 900 \ --- --898o m Ixarw.��' � ��------896_ • Ws0e045 - • _ '894 TYPE I ijT-2 FT \1W-9060 . , GF L DENOTES. LINE TYPICAL RETAINING aq 1 • WALL DETAIL •• 1,103 \ 111111 , I C.S.A.H NO. 18 (LYMAN BLVD.) 8a, 111111. I,. \ I \ ) WETLAND BUFFE _ TYPICAL LOT DETAIL eFo DENOTES LOT CORNER - ELEVATION DENOTES LOWEST ADJACENT GRADE DENOTES LOT NUMBER DENOTES GARAGE_ FLOOR ELEVATION DENOTES EASEMENT LINE 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE 13. RESTORATION -3.4 ACRES POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. A RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MNDOT 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSIACRE AND FERTILIZE WITH 20410 AT 100 AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. LBS./ACRE. C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBS.IACRE. BUFFER VEGETATION NOT TO BE FERTILIZED 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE D. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 260-10 AT 100 \ NPDES PERMIT. LBS./ACRE. (UNLESS OTHERWISE NOTED) 5. LINE ALL PONDS WITH A MINIMUM 3' ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR H WL WITH A WATER BUFFER AREAS NOT FERTILIZED I D. ONLY PHOSPHOROUS FREE FERTILIZER TILIZER IS TO BE USED ON SITE. TOLERANT MIX E. MULCH WITH TYPE 1 AT A RATE OF 2 TONWACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. F PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS ERM % a SPECIFICATIONS: COMPLETED. REFER TO CITY DETAILS ST -22 & ST -23 FOR APPROVED DEVICES. -� 9 0 ! 7. STREET SECTION - G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED- - - - - - - - _ - - n SS 1.5' WEAR COURSE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. - EB 2.0" BASE COURSE i 10,800 SOFT FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS 12" CLASS 5 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, \ 15' 24" SELECT GRANULAR BORROW RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. CAT 3 EROSION TREATED WOOD OR OTHER CITY APPROVED MATERIAL +/-3:1 \ CONTROL BLANKET 8. DRIVEWAY SLOPES- 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. GAS GAS GAS GRADE. MINIMUM -2.0% SET AT LEAST 42 INCHES IN THE GROUND MAXIMUM 100% W LA 4-1'" 0) 0, "a LL LL - LL LL LL LL 7.3 I o0 00 4�'3% OD Mo.. LL LL�W P O) LLLL C9� Qy m A/- t+1 -�O O -- 00000 r M o yi& Sa fC \-LL LLJ�LL F- � m i5.8 --- L0 00 mco .- CD gA C) 0)O 0) C6 O P -LLLLJ0 rn 0 �DO LL LL LL a 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 9. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 17. SILT FENCE: BEFORE GRADING - 2000 LF � I AFTER GRADING -320 LF CJ I 10. LO, SEWO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 18. CAT 3 EROSION CONTROL BLM110=f -10,800 SQFf 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL. PROPER REMOVAL, ABANDONMENT OR SEALING OF \ STORAGE TANKS, ON-SITE SEPTIC SYSTEMS, WELLS, ETC. IS REQUIRED. PERMITS ARE REQUIRED, AS APPLICABLE. 19. FINAL GRADING PLANS AND SOIL REPORTS MUST BE SUBMITTED TO THE INSPECTIONS DIVISION BEFORE BUILDING PERMITS WILL BE ISSUED � r Q 20. ENGINEERED DESIGN AND BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING FOUR FEET IN HEIGHT. T_ 21. DEMOLITION PERMITS MUST BE OBTAINED BEFORE DEMOLISHING ANY STRUCTURES. IQ O g90 0 0 \ F Z o LU 4 U) REMOVE AND REPLACE \ EXISTING 624 \ CURB \ I SUMP 1� SPECIFICATIONS: u�u ' .H�1•w H FINISHED GRADE PER R M SS �' 91 WN EB GARAGEFLOOR FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS 10' 15' 3.0' BELOW GARAGE FLOOR TREATED WOOD OR OTHER CITY APPROVED MATERIAL +/-3:1 POST INSTALLATION MAX C GRADE. 1%MIN. �-Z� SET AT LEAST 42 INCHES IN THE GROUND �I WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 ALL B• - I PLACE ADDITIONAL POSTS AS NECESSARY �. F I� I L, ,• � uBUILDING ann�q ua DENO� ... Ixarw.��' � TW -920.0 BW -915.0 M -SOFT EA FOR TW -91&0 BW -913.0 HT-5.OF `DRIVEWAY SLOPE (PER RADIN / r 4 n0 0 PLAN ELEVATIONS) MIN 30, B ' / 1 / HT-FT WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 65' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER R M HS GRADING PLAN O N SS GARAGE FLOOR W T EL 2.5' BELOW GARAGE FLOOR 10' 15' LOOKOUT ELEVATION 25.0' i� GRAD ELEVATION AT LO (XXX.X) - - 2:1 CURB REAR PAD ELEVATION 6.0" 3.5% 2% \ 3:1 MAX TOPSOIL MIN' \ 25' 5' ' 20' 15' 50' 65' 65' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E SPECIFICATIONS: u�u ' .H�1•w H FINISHED GRADE PER R M SS GRADING PLAN WN EB GARAGEFLOOR FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS 10' 15' 3.0' BELOW GARAGE FLOOR TREATED WOOD OR OTHER CITY APPROVED MATERIAL +/-3:1 POST INSTALLATION MAX C GRADE. 1%MIN. �-Z� SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 ALL B• - - I. PLACE ADDITIONAL POSTS AS NECESSARY �. ; � uBUILDING ann�q ua DENO� ... � • .. . • • LO TYPE . , GF L DENOTES. LINE TYPICAL RETAINING 1 • WALL DETAIL •• 1,103 , I TW -920.0 BW -915.0 M -SOFT EA FOR TW -91&0 BW -913.0 HT-5.OF `DRIVEWAY SLOPE (PER RADIN / r 4 n0 0 PLAN ELEVATIONS) MIN 30, B ' / 1 / HT-FT WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 65' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) E FINISHED GRADE PER R M HS GRADING PLAN O N SS GARAGE FLOOR W T EL 2.5' BELOW GARAGE FLOOR 10' 15' LOOKOUT ELEVATION 25.0' i� GRAD ELEVATION AT LO (XXX.X) - - 2:1 CURB REAR PAD ELEVATION 6.0" 3.5% 2% \ 3:1 MAX TOPSOIL MIN' \ 25' 5' ' 20' 15' 50' 65' 65' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E SPECIFICATIONS: S H FINISHED GRADE PER R M SS GRADING PLAN WN EB GARAGEFLOOR FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS 10' 15' 3.0' BELOW GARAGE FLOOR TREATED WOOD OR OTHER CITY APPROVED MATERIAL +/-3:1 POST INSTALLATION MAX C GRADE. 1%MIN. �-Z� CURB 6.0' TOPSOIL 50' L ENSURE FULL BASEMENT PADS ARE DRAINED 66 PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 8' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. 22. PERMITS FROM CARVER COUNTY WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING IN THE RIGHT OF WAY. 23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS. 24. WETLAND BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADE AT LOWER ELEVATION OF RETAINING WALLS 25. WETLAND BUFFER MONUMENTS MUST BE INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED. 26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA 27. RETAINING WALLS TO BE CONSTRUCTED OF (MATERIA.) 28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WAIS DO NOT STRUCTURALLY IMPACT EACH OTHER FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL. BE SERVICEABLE. STANDARD DETAILS WETLAND BUFFER MONUMENT 50 25 0 25 50 100 ❑ ❑ ❑ ❑ SCALE IN FEET N0 FILE NO. FINAL GRADING PLAN 23605-00 ARBOR GLEN 6 ARBOR GLEN CHANHASSEN, LLC 0 0 an 0 0 r1 N Z W 0 X O C0 of Q SPECIFICATIONS: MONUMENT BUFFER MARKER TEMPLATE CONSISTS OF A POST AND A WETLAND BUFFER SIGN CLEAN WATER WETLAND BUFFER SIGNS STARTS HERE MOUNTED FLUSH WITH THE TOP OF THE POSTS FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS POST MATERIALS 4" X 4" SQUARE TREATED WOOD OR OTHER CITY APPROVED MATERIAL POST INSTALLATION INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE GRADE. SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND) PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE STANDARD DETAILS WETLAND BUFFER MONUMENT 50 25 0 25 50 100 ❑ ❑ ❑ ❑ SCALE IN FEET N0 FILE NO. FINAL GRADING PLAN 23605-00 ARBOR GLEN 6 ARBOR GLEN CHANHASSEN, LLC 0 0 an 0 0 r1 N Z W 0 X O C0 of Q C.S.A.H NO. 18 (LYMAN BLVD.) i IP rgF WIN SILT FENCE POST GRADING SILT FENCEi CONCRETE WASHOUT _ 11 1 i� \ mss.: �i ,. • �► —1 a;. :� . INLET PROTECTION f LLL LLELL EROSION BLANKET LL LL •....Ull�p � l- I Id '� i ��'G •� , 0 1 ,� '' FIs■� ��r 1 r - ..WETLAND BUFFER MONUMENTLqI MR1 8111 L0, 11, �\ � � ` �� r / \ \ -- o m -� 7 l wv I , --•••• •••• ---\ . 1. ALL DITCHES AND SWALES MUST 8E STABILIZED WITHIN 24 HOURS OF CONNECTING TO SURFACE WATER OR DISCHARGING OFfSITE. 2. ENERGY DISSIPATION MUST BE INSTALLED AT ALL OUTLETS WITHIN 24 HOURS OF BEING PUT ONLINE. \ I WETLAND BUFFER \ 3. ROADS MUST BE CLEARED OF TRACKED MATERIALS DAILY. - I 4. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO GREATEST EXTEND POSSIBLE \ l Xl \J \ \ 5. FINAL SITE STABILIZATION TO INCLUDE MINIMUM 6' OF TOPSOIL OR ORGANIC MATERIAL TO BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED 6. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER AND SANITARY WASTE AT THE CONSTRUCTION SITE 1 1 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS \ 7 l7 ESTABLISHED SUFFICIENTLY ENSURE STABILITY THE SITE, AS DETERMINED BY THE DISTRICT 7.1. TEMPORARY EROSION ANDD EI SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION ., ., i„ ., . . .. (r., . e��OOC� I I < \ \ \ \ \ `/s I \ T•F J17.S� I 1 I / I I '1 11 B THOUGH SOIL - SOIL SURFACES AM AMENDMENT AND/OR RIPPING O A DEPTH OF 18' WHILE TAKINIG CARE OUS OTO AVOID TTICOMPLETpLIITIES, TREE ROOTS OR EXISTING VEOF CONSTRUCTION MUST BE GEMTATIOd PRIOR TO REVEGETATION OR OTHER STABILIZATION. 9. AT A MINIMUM ON DAYS WORK IS TO BE DONE, INSPECTION, MAINTENANCE, AND REPAIR OF ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT '` " - ` \ •` " " ''rj,(� / i� 1 1 I CONTROL FACILITIES AND SOIL STABILIZATION MEASURES MUST BE CARRIED OUT, AND AT LEAST WEEKLY UNTIL LAND DISTURBANCE ACTIVITIES CEASE. 1,9 THEREAFTER, THE DUTIES MUST BE CARRIED OUT WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED O/� T^ '� \ I \� (90 8) \ I / \ 10. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, UTTER AND SANITARY WASTE ATTHE CONSTRUCTION SITE. C1l /1/C . \ \ 10' \ 1 I I 1L ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLYTO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABIUZATION. 13. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT /+• + r +� /+ \ �+- + \ I 1 1 I I I 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 STOR E REA FOR I I I I STABLIZATON. WATTRE SE SYST M I I I 1 14. THE PERMITTEE MUST, ATA MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERYDAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM ` ` •i ` ` ` ` ` ` ` �` ` ` ` ` `\. .. _ .. ,... z ,1�. 1 I I I I THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. I II -- __i ------ / /1IIIIII J11ilIII� ,_-______ _`_ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND 50 25 0 25 50 11J00 ❑ 11 El Eld NO R Z SCALE IN FEET FINAL EROSION CONTROL PLAN ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC 0 0 0 0 r� N Z W J LD Of 0 m Q A, CL PL g�D N FRAME ANgINCS VARIABLE 22 l/2' BOND 45' BEND 90' GENII ENCS IM BARRIER 9. POSTS GO APLU. SEE MATAlL 2109 WYE 'o 1/8 BEND % HOPE OR 6" PVC SDR -26 RPE MIN. SLOPE 1/ c i V POURED W RICE CONCRETE -Tr- 2"X2" MARKER `1/2 PIPE DIAMETER MW. SEE NOTE 2. sera - 'AIRF YeM1aEs MAevW,S X s-1 J4* GRAVITY MAIN ADJUSTING PANGS Not to Scale 3' s,e 5-4" 4'-O" A SERVICES TO BE USED N CONJUNCIICN WITH PIASTIU EQUAL 6" TACE CONCRETE S. MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTE: i. N 2. WHEN SANITARY SEWER SERVICE 5 NDT ACCOMPABED BY A WATER SOME IN -i (HYD) o POST GREEN. MARKER AND PARR TOP e" OF POSE 3. R/W 11 EXCEEDS EXCEEDS REEF. 4. R/W t[T1pt5 AGGREGATE (3149H). E (31 10' QHIF n2' tl9D R19r COIEAm p�E MlA a F1N91-BMW IEfA Ma PNII w w/,1M3 9. WYIR: rPNE 18a IBS / ID IY21B9 TYPICAL SANITARY �t�q F p 0 SEWER SERVICE ED, ENGINEERING DEPARTMENT PwE xBJ 2001 DLLRWE c SPLs rum Omlillh� �4�1yIpl�O IWi Gate solve location ISYSD:z 15 4 5 B 11 P1ATe Ro_ on yrojectian of 4403 ENGINEERING DEPARTMENT 2111 NYE G: ENG SPECS 2111 Property Ins. R/W R/W NOTE 34 77 Al dead endo to be Bibby-Ste-Cfeix B-5001 32 extended a an am of NO. 58 _ l4 ane pips length beyond Gate vulva re box, screw type. NOTE Wt. vulva and class No. 69 Water man to be an With plug tied back to 3 piece. 5 shah. size north and west side tee, No. 50 of plea line unless tin G box. extended, hydrants pone conflict d Mukr N. 58 with proposed sidewalk. 00F d! to /6 round!M ubase 9 TYPICAL C&MM INTERSECTION RDtriM2 w ENGINEERING DEPARTMENT NATE 1001 L£ NAME G: G SPECS 1 Wt ADD MASTIC CL PL g�D N FRAME ANgINCS VARIABLE 22 l/2' BOND 45' BEND 90' GENII ENCS IM BARRIER 9. POSTS GO APLU. SEE MATAlL 2109 WYE X -I" V-8" 1/8 BEND % HOPE OR 6" PVC SDR -26 RPE MIN. SLOPE 1/ 2'-O• off w POURED W RICE CONCRETE -Tr- 2"X2" MARKER `1/2 PIPE DIAMETER MW. SEE NOTE 2. sera - 'AIRF YeM1aEs MAevW,S SANRARY SEWER s-1 J4* GRAVITY MAIN ADJUSTING PANGS RINGS SHALL BE SET ON SANITARY SEWER SERVICE CONNECTION DETAIL 7-4" 5-4" 4'-O" A SERVICES TO BE USED N CONJUNCIICN WITH PIASTIU EQUAL 6" TACE CONCRETE S. MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTE: i. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE 5 NDT ACCOMPABED BY A WATER SOME IN -i CE NEXT TO 2 X 2 THE SAME TRENCH INSTALL A fi METAL FEN POST TYPICAL POST GREEN. MARKER AND PARR TOP e" OF POSE 3. PROPERTY DI REWIRED ON PRIVATE PROPERCI IF DISTANCE FROM MAR! TO HOUSE 11 EXCEEDS EXCEEDS REEF. 4. ALL RSHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FlL1ER t[T1pt5 AGGREGATE (3149H). E (31 N/TE xD 1 D05 QHIF n2' tl9D R19r COIEAm p�E MlA a F1N91-BMW IEfA Ma PNII w w/,1M3 9. WYIR: rPNE 18a IBS / ID IY21B9 TYPICAL SANITARY �t�q F p 14 SEWER SERVICE ED, ENGINEERING DEPARTMENT PwE xBJ 2001 DLLRWE c SPLs rum ADD MASTIC �•-_5- g�D N FRAME ANgINCS �1.5 BIT. 6EA2 22 l/2' BOND 45' BEND 90' GENII �X' SIT BASE IM BARRIER D B D 8" SEE MATAlL 2109 V-57 X -I" V-8" B" % HOPE OR MHau,, $hamar YeO.ZS _ Sisal 2'-O• off w POURED W RICE CONCRETE PRECAST CONCRETE sera - 'AIRF YeM1aEs MAevW,S I6' s-1 J4* Y -D• ADJUSTING PANGS RINGS SHALL BE SET ON ABS 7-4" 5-4" 4'-O" A SEALANT OR APPROVED EQUAL 6" TACE CONCRETE S. 27` COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. 6. BIT. NEAR COURSE ADJ. DETAIL MANHOLE CASTING & UD SHALL BE PER DETAIL 2111. BIT. BASE OR BINDER GS AND MAX ((3-4))AADJ. RRIINGS ,>> HOPE OR (1-2" RING WITH _ PRECAST CONCRETE MCRTOR - 0.2') '� ADJUSTING RINGS IM BARRIER 27- 6" THICK CONCRETE SEE DEATAIL 2109 ALAR BIT. BASE Oft BINDER COARSE ADJ. DETAIL NOTES 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WI114 SEALANT MANUFACTURED BY UDTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO COME. offf MANHOLE CASTING AND ME® ADJUSTING DETAIL REyVExz-ts 1ENGINEERING DEPARTMENT FIRE 1Mo_ 2110 feE 1NE'aVFNG�PIX.S\2110 NOTES t. Shape of bock of buttress may wry as long as poured against f undisturbed earth. 2. Cmenkeoi C1,C2,C3 should as large enough to make angle 0 eg.1 to or law Nan 46. 3. Dimension A1A2.A3 should helarggee as powAle wthoot nb.d.drg onkh MJ bolfe. 4. 9 - 45' Minimum. 5. Race Polyethylene between .to & pipe. 6. NI bends & fittings sM1aX be reetrdned with liegalugs Nrvet restraints or equal 4 - sae at B -Sse now, PLM! 90 BENDS RAN 4' SDS Var4lie 3' e - 5se mY 4 d CONCRETE SHABE A IN CONTACT WITH THIS QUADRANT ;• " LL OF PIPE aIAR'R/® bell Y WNOE SECTION A -A RAN 22 1/2 EIF7ILS ex CONCRETE THRUST BLOCKING RMtM 2-0e ENGINEERING DEPARTMENT RATE No.. 1002 F1lE NATE G' FNG 5F£CS 182 CL R VARIES 9' Metal Fence Past b %o iv iT C I!Bwd at Hooded Rug (X1,Y1,Z7) X2,Y2.Z2 £ ,Yo. Ma. Sops, a 1/4•/Ft, U limDts N Exuavatian 6" PVC SVR -26 Wye & Worries, Fns. Tamped FII Tee or Wye and 45' bend 1 C.Y. Concrete 6romrns,nt Sanitary Sewer NOTES 1. Solvent Weld all Joints. (Nan Casketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in Una Same Trench, Install a 6' Heavy Metal Fan' Post Next to 2 x 2 Marker aha Point TOP 6• of Pmt Florescent Gem. 3. The Use of Bends Stroll be Restricted to the Two Shown an File Detail. 4. Demlout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (X.,I Zz)Coandink toe of servine line at car & oil bonds N ROW (in Comer County Coordinates). affN SANITARY SERVICE RISER (GREATER THAN 16' DEEP) REVSEGz w ENGINEERING DEPARTMENT 2002 rllE KWEG' CS "Coom RR w IOUs 13N I1"Ow r -j I z 1/r NED H.,sei IEvsN YZT � N N11*E (W aha) T-VA,onwousizz MWOE SISI GYE1B116 LL40 rd SMfIA1' MD Ml& YMg6 BUTTRESS DIMENSIONS wsw Lao PIPE 22 l/2' BOND 45' BEND 90' GENII SIM B D B D 8" V-5" V-57 X -I" V-8" B" CA-UED p,�W MHau,, $hamar YeO.ZS _ Sisal 2'-O• off w POURED W RICE CONCRETE C PEA K Ia1$ sera - 'AIRF YeM1aEs MAevW,S I6' s-1 J4* Y -D• 6'-Y 3'-6• 20• V -IF 7-4" 5-4" 4'-O" 2C -47X -Y' W -IO• 7-1 W-8• 5-O•30'sit S. 1 Mrs NOT IED UYIEB OALED WT NaEaA caAOMnoxs. 8'-O" 17-0 W-0" B -Sse now, PLM! 90 BENDS RAN 4' SDS Var4lie 3' e - 5se mY 4 d CONCRETE SHABE A IN CONTACT WITH THIS QUADRANT ;• " LL OF PIPE aIAR'R/® bell Y WNOE SECTION A -A RAN 22 1/2 EIF7ILS ex CONCRETE THRUST BLOCKING RMtM 2-0e ENGINEERING DEPARTMENT RATE No.. 1002 F1lE NATE G' FNG 5F£CS 182 CL R VARIES 9' Metal Fence Past b %o iv iT C I!Bwd at Hooded Rug (X1,Y1,Z7) X2,Y2.Z2 £ ,Yo. Ma. Sops, a 1/4•/Ft, U limDts N Exuavatian 6" PVC SVR -26 Wye & Worries, Fns. Tamped FII Tee or Wye and 45' bend 1 C.Y. Concrete 6romrns,nt Sanitary Sewer NOTES 1. Solvent Weld all Joints. (Nan Casketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in Una Same Trench, Install a 6' Heavy Metal Fan' Post Next to 2 x 2 Marker aha Point TOP 6• of Pmt Florescent Gem. 3. The Use of Bends Stroll be Restricted to the Two Shown an File Detail. 4. Demlout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 5. (X.,I Zz)Coandink toe of servine line at car & oil bonds N ROW (in Comer County Coordinates). affN SANITARY SERVICE RISER (GREATER THAN 16' DEEP) REVSEGz w ENGINEERING DEPARTMENT 2002 rllE KWEG' CS "Coom RR w IOUs 13N I1"Ow r -j I z 1/r NED H.,sei IEvsN YZT � N N11*E (W aha) T-VA,onwousizz MWOE SISI GYE1B116 LL40 rd SMfIA1' MD Ml& YMg6 HYDRANTS SHALL 13E CLOW MEDAUJON OR WATEROUS W13-67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MNeaR WALL BE A SPRING MOLNIED �RBERGlA55 ROD 5 N OW31A4L 11340% FPt SIDE INSTKL MAwEnzm MOUNT APPLICATION. Asset Ron is MH NORECIHE TRACER sox (4lANE TAPE WRMPHG OWER ME FUE L LENGTH OF T PnD As rEmEa PEA PW. DETAILS EYJSIINC O t FUILNE 5550.5501.s502 Alf® OR GIR1Eit llE HYDRANT Aw WhWE BOx SIPEEI 2C M. 2.O1C /Y 1' Y NprNIT AKE NO BMWs 41AL BE ED• RASA nAwm 1WTIL PFR $'1101 tall i � 3 z. I CUBIC YARD OF GATE vAVE TEE 11/2v (NFM ROIXwA,H ADAPTER AND 2 LAYFIS OF POLYMOI-ENE To ML) 6"x18"I0" Scott c0110ETE mote, NOTES 1. AIL HYDRANTS WALL HAVE *FID HOLES. 2 M MUM 7.5WVER OVER MM. 3 ALL PAINTED SUftFACES SHALL BE SUBJECT TO TWO YEAR WARRMTY PERIOD AS NOTED IN SECTION 2W OF IHE WATERMAIN SPEOFlCATIMS 4. HYDRANT NSTA LATON WALL INCLUDE A HYDRANT MMIKI 5. AIL JOINTS Sll LL W RESTRAINED WA WGA -LUGS ME0 ANIGAL JOINT RESTRAINT. 6. ALL HYTRAHT TO BE PIMMB TO VERTICAL AXIS MAXIMUM ALOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7, HYpWfT M BE SQIELY Co\fl® WIN PLASTIC IRM OR BAG TO N W RUT IT 5 WT OF SFAMCE TYPICAL (� HYDRANT INSTALLATION IEIRFD: 3-14 ENGINEERING DEPARTMENT 1004 Af NA1Ea 184 GRWM PROFlII MWS£ SEWET2 Xz.n 2) 6. SXR -26 aM11TMI SEVER Materia, Compacted to wsw Lao Proctor Density 6' Metal fence pmt PAYMENT FOR 6' SEPY1fE RSElt PAIAD iW91 yidWr_3Ftt� \t SETTEE£ COMOW COMPACWD c .sawnmy, 4 . CA-UED p,�W MHau,, $hamar YeO.ZS _ Sisal � rt pIK off w POURED W RICE CONCRETE C PEA K Ia1$ sera - 'AIRF YeM1aEs MAevW,S ® (1/4 CUBIC YARD III NOTES: 1. Do net plug end of curb stop. 2. Add 6" crimped Pigtail to curb atop. •, The copper service line between Ug main and curb box taken is constructed outside shall be One continous piece of piping, splices will not be permitted #f Corporation cock to be 1" x 1" Inside diameter. S. 1 Mrs NOT IED UYIEB OALED WT NaEaA caAOMnoxs. M*� and all mains 12• or larger. 6. z oeadvar S AE N aoksid13'91pFIlTs 7. -i eesNcs YFET xs-n MQJMEEtrR N Vy TYPICAL increases 1" in thickness for every 2/1• r -2 I } WALm6 M IFE1D a®f1a 11 I f SERVICE � 6. lac Pur FKK Asn A- OLAM so, t[T1pt5 ENGINEERING DEPARTMENT N/TE xD 1 D05 7. FANS-ceir rAAr Nm, /STY -A -N SASS nae n2' tl9D R19r COIEAm p�E MlA a F1N91-BMW IEfA Ma PNII w w/,1M3 9. WYIR: rPNE 18a IBS / ID IY21B9 No. H-10361 �t�q F p 14 12" of adjustment Bibby -Ste -Croix Na VB502 MANHOLE CASTINGS Omlillh� �4�1yIpl�O 9 11 AND UDS DETAIL ISYSD:z 15 4 5 B 11 P1ATe Ro_ 4G 61 4403 ENGINEERING DEPARTMENT 2111 NYE G: ENG SPECS 2111 Mudkr No. H-10357 7 HYDRANTS SHALL 13E CLOW MEDAUJON OR WATEROUS W13-67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MNeaR WALL BE A SPRING MOLNIED �RBERGlA55 ROD 5 N OW31A4L 11340% FPt SIDE INSTKL MAwEnzm MOUNT APPLICATION. Asset Ron is MH NORECIHE TRACER sox (4lANE TAPE WRMPHG OWER ME FUE L LENGTH OF T PnD As rEmEa PEA PW. DETAILS EYJSIINC O t FUILNE 5550.5501.s502 Alf® OR GIR1Eit llE HYDRANT Aw WhWE BOx SIPEEI 2C M. 2.O1C /Y 1' Y NprNIT AKE NO BMWs 41AL BE ED• RASA nAwm 1WTIL PFR $'1101 tall i � 3 z. I CUBIC YARD OF GATE vAVE TEE 11/2v (NFM ROIXwA,H ADAPTER AND 2 LAYFIS OF POLYMOI-ENE To ML) 6"x18"I0" Scott c0110ETE mote, NOTES 1. AIL HYDRANTS WALL HAVE *FID HOLES. 2 M MUM 7.5WVER OVER MM. 3 ALL PAINTED SUftFACES SHALL BE SUBJECT TO TWO YEAR WARRMTY PERIOD AS NOTED IN SECTION 2W OF IHE WATERMAIN SPEOFlCATIMS 4. HYDRANT NSTA LATON WALL INCLUDE A HYDRANT MMIKI 5. AIL JOINTS Sll LL W RESTRAINED WA WGA -LUGS ME0 ANIGAL JOINT RESTRAINT. 6. ALL HYTRAHT TO BE PIMMB TO VERTICAL AXIS MAXIMUM ALOWABLE TO BE 1/2" PER FOOT OF HYDRANT. 7, HYpWfT M BE SQIELY Co\fl® WIN PLASTIC IRM OR BAG TO N W RUT IT 5 WT OF SFAMCE TYPICAL (� HYDRANT INSTALLATION IEIRFD: 3-14 ENGINEERING DEPARTMENT 1004 Af NA1Ea 184 GRWM PROFlII MWS£ SEWET2 Xz.n 2) 6. SXR -26 aM11TMI SEVER RPE BROOK vARP$L PPE OIAIJEIER RISER SECTION (CUT IN) SANITARY SEWER SERVICE TO BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK UNE OR DEEP LATERAL UNE. NOTES: 1. Solvent Wald all Jdnts. (Nan G09keted) 2. (X2,Y2,Z2) CoaMinotes of service line at any & all tells antl of ROW (in Carver County Coatlinates) �ep SANITARY SERVICE Y1l VVff RISER SECTION (LARGE DIA. RCP) PEWSE0.2 w ENGINEERING DEPARTMENT RATE ti0. 2003 FlE RWEG Use MNDOT 3149.2A� Granular Borrow Use MNDOT 3149.2H Course Filter Agg (Pipe Foundation Material f The bottom or Ube troch char be shaped to Fit the CIM baa N d least SOR d Uc outsge Pipe Dia. x 0.5 Min. bio' Denote. outside diameter of pipe NOTES 1.. Men existing soil condition. are not acceptable fru backfill and/or canpoctim in the pipe zone, pipe bedding and baci shall be used as shown above. 2 A walls ergneer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shill be ai,cotlance With MNDOT 3149.2H .. Alter aggregate. QF[OF PIPE BEDDING IN POOR SOILS RTWAn.z lDENGINEERING DEPARTMENT NJOE xo nU Nei G spzw 1 2201 Q Street PL Materia, Compacted to OLV. ON pow"(X2Y2.ZY) Proctor Density 6' Metal fence pmt PAYMENT FOR 6' SEPY1fE RSElt KOR-N-TEE 11 II�Hlltil, Shaped Top 6" painted blue. SETTEE£ COMOW COMPACWD detail plate 2201. DATpK OR AP9RXFD EQUAL 6"TEE CORE DRXIsn / . wknu be, accordance with MNDOT 3149.234 course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Band fan at � rt pIK off w POURED W RICE CONCRETE the inside and outside. ANPOm FOR SQ E C(MMEC ON ® (1/4 CUBIC YARD III RPE BROOK vARP$L PPE OIAIJEIER RISER SECTION (CUT IN) SANITARY SEWER SERVICE TO BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK UNE OR DEEP LATERAL UNE. NOTES: 1. Solvent Wald all Jdnts. (Nan G09keted) 2. (X2,Y2,Z2) CoaMinotes of service line at any & all tells antl of ROW (in Carver County Coatlinates) �ep SANITARY SERVICE Y1l VVff RISER SECTION (LARGE DIA. RCP) PEWSE0.2 w ENGINEERING DEPARTMENT RATE ti0. 2003 FlE RWEG Use MNDOT 3149.2A� Granular Borrow Use MNDOT 3149.2H Course Filter Agg (Pipe Foundation Material f The bottom or Ube troch char be shaped to Fit the CIM baa N d least SOR d Uc outsge Pipe Dia. x 0.5 Min. bio' Denote. outside diameter of pipe NOTES 1.. Men existing soil condition. are not acceptable fru backfill and/or canpoctim in the pipe zone, pipe bedding and baci shall be used as shown above. 2 A walls ergneer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shill be ai,cotlance With MNDOT 3149.2H .. Alter aggregate. QF[OF PIPE BEDDING IN POOR SOILS RTWAn.z lDENGINEERING DEPARTMENT NJOE xo nU Nei G spzw 1 2201 Q Street PL Materia, Compacted to Variable Proctor Density 6' Metal fence pmt V r ��til denoting curb box. 11 II�Hlltil, Shaped Top 6" painted blue. NOTES: 1. Men existing wall conditions are not acceptable for bo&RI and/or compaction Curb box with 1/4" detail plate 2201. s1 landpipe and tabonery rad foundation embedment material if needed. Pipe foundation material shall be, accordance with MNDOT 3149.234 course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Band fan at Z off w to Waley :.tr 1` 1X1• Copandthm Carle 1" Type T(" Copper the inside and outside. Concrete 8bck Support ® Water Main NOTES: 1. Do net plug end of curb stop. 2. Add 6" crimped Pigtail to curb atop. 3. The copper service line between Ug main and curb box taken is constructed outside shall be One continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" Inside diameter. S. Saddles required on 6" DIP or smaller mains and all mains RensHn-3 w and all mains 12• or larger. 6. Saddles when rs,uired shall be, Ford slide F202 double stop. 7. Stainless steel saddles required on all PVC watemwin. is 6lar 14 deep w less, aha TYPICAL increases 1" in thickness for every 90' bend turned to direct flow downstream 4'of depth greater than 14' deep. 11 IWATER SERVICE REVISED 2-11 Tyler ENGINEERING DEPARTMENT N/TE xD 1 D05 FLE WYEG G SPECS 185 BBelween�iamf Manhole Casting, Lid and Adjusting AM RI•P Rings (See Pates 2110 & 2111) Provide IM Barrier an all sanitary sewer manhole(see plate 2109) I _ I Manhole steps shall be Neenah R -1981J, 16" an center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" err Larger All joints in manhole to have •0•rirg rabber gaskets. lath -shield external seals or as directed by the Engineer. A Maximum of 2 short Manhole Risers W be Used Directly Below Cone Section Pipe shall be cut out Bush 5,wiU inside face of wall. Kor-n-seal required. 'mac Precast In.wts Must toe 1/2 N SEC TION VIEW SloPedp2- Toward the Borealis Minimum Niaknees of precoet bose to 6" for 14' deep o loss, and increases 1" in thickness fou every 4' of depth greater than 14'. NOTE 1. Kor-n-seal manhole or equal considered comptable alternate. 2. All dog houses shall be grouted an inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled road Way a witnma post and sign (MH) shall be installed next to Be, manhole. Uff or STANDARD MANHOLE ResEu2-15 ENGINEERING DEPARTMENT nAE 1111: 2101 P*E wee a\E34c\sEa\z1m Compacted Normal FII Materia, Compacted to 95% of the Standard Proctor Density '..'..' .'' I r : V r ��til Ilr 11 II�Hlltil, Shaped Natural Ground to pipe NOTES: 1. Men existing wall conditions are not acceptable for bo&RI and/or compaction in the pipe nine, pipe bedding and back0l what be used as shown an detail plate 2201. 2. A sale engineer will be N.Wed to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be, accordance with MNDOT 3149.234 course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Band fan at Least 50R of the Outside Diameto. off w PIPE BEDDING the inside and outside. IN GOOD SOILS ® RCP & DIP or1ASFD: t -to ENGINEERING DEPARTMENT PLUS xD.: 2202 i9E WYEG 9£CS FAI 18•X18 X8" Concrete Blade TYPICAL GATE VALVE AND BOX INSTALLATION IEHSED.e 09 ENGINEERING DEPARTMENT Iii FAE N.WEG G 4'EFS lana 74 'R „ r 1� 7 1/2- PLAN /YPIAN SECTION HORSESHOE DETAILS Mcatalog. ia aha Aittish Add Naeta R"s (s« PtoezttD At 21117 Bet een And Rin Frans Pmride Ion Bart( an all 2109) And Ring esew mmnda (see pate 2109) NhadoA adeps. Neendr RI981J or equal, 16 on cont'. Aluminum sten ap'oved! CW bW from DPshadow rtepe alas be plows jdn with e6Tkde •"� ao that offset vertical portion stow repair al-- a of cone he f.drg downdream. or approved seud b I pints in manhole to Lava O nig I + nib' skets. artmd assgaInfieta e sts oa Aeax, byy the the Fngirreer Vedse A Moa. d 2 Cart Madrok Riven to 12 10 5' M Used OracBy Bsiow Cono Swctian I� m � a�eatrm 1. Aqm-ad manfnb or approved Hanson. Atl 2 Main the manhole Or catch basin w6N mrcars shuclure I. ,oneuuded outside 'an m W the traveled roo," a wibva .� deaf (sse d pail ("aln Won wall W inefanea g 1/2 Dia d Pipe J. next shall W wt rause with id. taw of wall. 4. All dog houses shall M grouted on the inside and ..bid.. ". t. S Precook inrod should W 1/2 Pay wrap ducGb .:'. •.... Bier. d Pipe and hwa ive siapea V ta-al invert - 21, G Precast invert is related. 701" 7. Horimdd Wakes inn he pair Pretext W-1/4 bound w' d idgN with bexe s lien LOrinom thidmm d Ixml bra b 6v !a 14' deep a Nn, and SECTION VIeaker EW 4, death a bn.. far AMY tem 14 does, MYN SANITARY SEWER OUTSIDE DROP MANHOLE IEgeEux-Is ENGINEERING DEPARTMENT 2103 FIE s Q\JENO\C M\2'W it 12" a a +. .a.a a. .aye a ♦ a a aaa as ea a a as +++++ YW.aa' a a . 'Sc* Dances of pipe outside pipe 14 Embedment Material F(W eMgation - (sx Notetl l) NOTES 1. A it. Engineer will be required to determine On, depth of the pipe foundNbn embedment material it needed. Pipe foundation material shall be in a«odance with MNDOT 3149.211 course Mikey aggregvte. N T 3149. B select ranular borrow wilM1 100R 2. P.V.C. bedding shall be rd W 2 g passing a 3/4' sieve, and less than 10% Passing a 340. 200 sieve. Gnu PIPE BEDDING FOR P.V.C. PIPE REWSED. 2-1er ENGINEERING DEPARTMENT NATE ML 2203 FEE NWEG Nate: MEn W EOL STRAPS TO BF PEAQA ARWND NFGLLUG BLY15 NID NElDm TO WATER MAN. SEmJ & L HYDRANT LEADS BENDS NOTE& I. YECALUM TO W USED AT K en)14M LA1 JOBS per section 2 PLACE BLIXN DICERL NCAVE VALVES A L 2Y 7.5' Minimum °aver regdred ®Tyler ro DIOMT& AHY0MNIS No. 6860 )" aver top N water main. 3 IOCKNG AT ALL LEEEIOS, AN S BO YuNbr No. H-10361 2. Pipe shall De out fluid, with AT CERTM AT OER Bibby -Ste -Crain No. 8-5180 Provide Valva Stem Risers 8 the inside and outside. CO F DA 4TWNW5 CO/1 TNI COAT AOTNF➢ BY RY' 4. Precast invert shall be 1/2 ithin 6. Of The Surface SLEEVES 5. BLpCpXC AGAINST UNpaNPBEO Sats. sloped 2" toward invert. W1 e Distance From TYPICAL taken is constructed outside 18 MEGALUG op Not Of The Valve To post and sign shall bei stalled LOCATION RensHn-3 w ENGINEERING DEPARTMENT urface le Greater Than 8'. FlLL NNGG we mfrs law Minimum thickness of prevent base GradeTOP is 6lar 14 deep w less, aha 11 increases 1" in thickness for every 90' bend turned to direct flow downstream 4'of depth greater than 14' deep. 11 25 Adjust top to 3/4" tube 1140 LBS. 6 8 Tyler No. 6860 26grade. ENGINEERING Box to be set to PUGE NOL 2104 Mueller No. H-10361 26provide 14 12" of adjustment Bibby -Ste -Croix Na VB502 27 50 65 4 5 9 11 21 27 48 63 4 5 B 11 Tyler No. 6860 4G 61 4403 NO. 50 4 N . 30 4 15 35 Mudkr No. H-10357 7 EYIFNPXYA 34 77 6 Bibby-Ste-Cfeix B-5001 32 Tyler NO. 58 _ l4 17 Gate vulva re box, screw type. 95 8 No. 69 18" 92 3 piece. 5 shah. size No. 50 24" tin G box. extended, 50 d Mukr N. 58 14" 48 d! to /6 round!M ubase 9 19 No. 59 20 ENGINEERING DEPARTMENT 24 28 Bibby -Ste -Crain V8520 No. 5] 9" 23 27 Gate Valve Adaptec 1/4* / 133 153 V13521 Na. 58 14• Steel With Protective 31 VIE522 No, 69 26" I 30 Cooling, 1/2• Rubber 173 V8523 No, 60 26• 167 Gasket Installed VovoBetween The cote Valve AM Gate Valve Adapter. eoeroM Tyler No. 65" Mueller No. H-1 1 85" nt Americom Bibby-Sts-0oix V8516 No- VB516 60" ROWMattControl Flow 60 okWe Wedge Valve onfo m WA Conforming C-515-8 g to Vdw mtl Box to be Standards C-515-80 da pbeta wrapped Prr Ali Stainless WIth All fl45E section 2030 &Bol Steel Nuta & Bdta. FAI 18•X18 X8" Concrete Blade TYPICAL GATE VALVE AND BOX INSTALLATION IEHSED.e 09 ENGINEERING DEPARTMENT Iii FAE N.WEG G 4'EFS lana 74 'R „ r 1� 7 1/2- PLAN /YPIAN SECTION HORSESHOE DETAILS Mcatalog. ia aha Aittish Add Naeta R"s (s« PtoezttD At 21117 Bet een And Rin Frans Pmride Ion Bart( an all 2109) And Ring esew mmnda (see pate 2109) NhadoA adeps. Neendr RI981J or equal, 16 on cont'. Aluminum sten ap'oved! CW bW from DPshadow rtepe alas be plows jdn with e6Tkde •"� ao that offset vertical portion stow repair al-- a of cone he f.drg downdream. or approved seud b I pints in manhole to Lava O nig I + nib' skets. artmd assgaInfieta e sts oa Aeax, byy the the Fngirreer Vedse A Moa. d 2 Cart Madrok Riven to 12 10 5' M Used OracBy Bsiow Cono Swctian I� m � a�eatrm 1. Aqm-ad manfnb or approved Hanson. Atl 2 Main the manhole Or catch basin w6N mrcars shuclure I. ,oneuuded outside 'an m W the traveled roo," a wibva .� deaf (sse d pail ("aln Won wall W inefanea g 1/2 Dia d Pipe J. next shall W wt rause with id. taw of wall. 4. All dog houses shall M grouted on the inside and ..bid.. ". t. S Precook inrod should W 1/2 Pay wrap ducGb .:'. •.... Bier. d Pipe and hwa ive siapea V ta-al invert - 21, G Precast invert is related. 701" 7. Horimdd Wakes inn he pair Pretext W-1/4 bound w' d idgN with bexe s lien LOrinom thidmm d Ixml bra b 6v !a 14' deep a Nn, and SECTION VIeaker EW 4, death a bn.. far AMY tem 14 does, MYN SANITARY SEWER OUTSIDE DROP MANHOLE IEgeEux-Is ENGINEERING DEPARTMENT 2103 FIE s Q\JENO\C M\2'W it 12" a a +. .a.a a. .aye a ♦ a a aaa as ea a a as +++++ YW.aa' a a . 'Sc* Dances of pipe outside pipe 14 Embedment Material F(W eMgation - (sx Notetl l) NOTES 1. A it. Engineer will be required to determine On, depth of the pipe foundNbn embedment material it needed. Pipe foundation material shall be in a«odance with MNDOT 3149.211 course Mikey aggregvte. N T 3149. B select ranular borrow wilM1 100R 2. P.V.C. bedding shall be rd W 2 g passing a 3/4' sieve, and less than 10% Passing a 340. 200 sieve. Gnu PIPE BEDDING FOR P.V.C. PIPE REWSED. 2-1er ENGINEERING DEPARTMENT NATE ML 2203 FEE NWEG Nate: MEn W EOL STRAPS TO BF PEAQA ARWND NFGLLUG BLY15 NID NElDm TO WATER MAN. SEmJ & L HYDRANT LEADS BENDS NOTE& I. YECALUM TO W USED AT K en)14M LA1 JOBS per section 2 PLACE BLIXN DICERL NCAVE VALVES A L 2Y (Cedar or ro DIOMT& AHY0MNIS NOTES, )" 1. Ka -n -seal manhole or approve 3 IOCKNG AT ALL LEEEIOS, AN S BO ■■TIMI--ILIf■■r_ 225 2. Pipe shall De out fluid, with AT CERTM AT OER inside face of wall. IS 3. All dog houses shall be grouted 4. AILKnow.FlNGs NUTS BOLTS SMALL C'RAYED . NUM the inside and outside. CO F DA 4TWNW5 CO/1 TNI COAT AOTNF➢ BY RY' 4. Precast invert shall be 1/2 ME MANUFACTURER SLEEVES 5. BLpCpXC AGAINST UNpaNPBEO Sats. sloped 2" toward invert. W1 5. When the manhole or catch TYPICAL taken is constructed outside 18 MEGALUG 3 post and sign shall bei stalled LOCATION RensHn-3 w ENGINEERING DEPARTMENT RAE xD_ 1009 FlLL NNGG we mfrs law Minimum thickness of prevent base 2 is 6lar 14 deep w less, aha Provide I & I Barrier an all Sanitary Sewer Manholes (See Rate 2109) Cut boll from DIP jdn with Stainless to St.d repair sleeve Tor approved equal IDP Section - Manhole Casting, Lid and adjusting Rings (See plates 2110 & 2111.) -Add Welk Betwem Frain AM Raga - Manhole steps, Neenah R190IJ or equal, 16" on center. Aluminum steps approved. ManhOk steps shall be placed so that offset vertical portion of cone is facing downstream. NI joints in manhole to have "0"ring rubber gaskets. Infi-shield external seals as required by the Engineer. �Adoot IDP to PJC lehivili OF couPACTFD 1R.V19flOyNOO sFEFE PIPE IBMCM WRDGWT BFIO5 LL Wm MEG Low AS REQUIRED. WATERMAIN UNDER STORM SERER 1NOTE 1Nou mDN Ali tt- OVER Los, 5 NIXIE �r2Rsr WRi OF PRE QFf9F WATERMAIN / STORM SEWER CROSSING RL\�P.1-ter ENGINEERING DEPARTMEM 2204 FlLE MNE:G G SPEGS MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 504 INCREASE ON ALL DEAD ENDS. 204 INCREASE ON ALL BENDS. per section Wood Black A L 2Y (Cedar or COVER Redwood) NOTES, )" 1. Ka -n -seal manhole or approve CHANHASSEN, MINNESOTA equal. 225 2. Pipe shall De out fluid, with W DO inside face of wall. IS 3. All dog houses shall be grouted FND the inside and outside. 8" PVCon 4. Precast invert shall be 1/2 4- Dia. ofpipe and benches 3 sloped 2" toward invert. 18 5. When the manhole or catch 3 taken is constructed outside 18 the traveled roadway o Innis 3 post and sign shall bei stalled 17 next to the manhole. SECTION VIEW /11�.hel 12 Minimum thickness of prevent base 2 is 6lar 14 deep w less, aha 11 increases 1" in thickness for every 90' bend turned to direct flow downstream 4'of depth greater than 14' deep. 11 25 SANITARY SEWER INSIDE 1140 LBS. 6 8 6 DROP MANHOLE IEWSERz-ls ENGINEERING DEPARTMENT PUGE NOL 2104 FlIE NNCG 04 lehivili OF couPACTFD 1R.V19flOyNOO sFEFE PIPE IBMCM WRDGWT BFIO5 LL Wm MEG Low AS REQUIRED. WATERMAIN UNDER STORM SERER 1NOTE 1Nou mDN Ali tt- OVER Los, 5 NIXIE �r2Rsr WRi OF PRE QFf9F WATERMAIN / STORM SEWER CROSSING RL\�P.1-ter ENGINEERING DEPARTMEM 2204 FlLE MNE:G G SPEGS MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 504 INCREASE ON ALL DEAD ENDS. 204 INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENnRED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESGN FOR DUCTILE IRON PIPE% AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION DIPRA . THE TABLE ASSUMES CON -GRAN SOIL AND TYPE ENTLAYINGS CONDITIONS. ) COREFER ON ARE FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LARNG CONDITIONS ARE ENCOUNTERED. off 1 RESTRAINED PIPE REQUIREMENT FOR DIP troaM.2 W ENGINEERING DEPARTMENT RATE 1011 n1E NAME C. G gECS loud ONE EXTRA BAR IN BOTTOM USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 7Ar COVER A L 2Y A COVER 7.5' TWD EXTRA BAR IN BOTTOM flV COVER CHANHASSEN, MINNESOTA Rff SIZE 225 a5 W DO 225 IS BO FND 225 45 90 �ADD END 4- 2 3 8 18 2 3 8 18 1 3 8 17 COVER RED RMENTS 5 12 26 2 5 11 25 2 4 11 25 1140 LBS. 6 8 6 15 34 3 6 15 33 3 6 14 32 9 12 22 29 50 65 4 5 9 11 21 27 48 63 4 5 B 11 20 26 4G 61 4403 NO. 50 4 N . 30 4 15 35 80 7 14 34 77 6 13 32 75 012"4 96 17 41 95 8 16 40 92 8 21 50 117 10 20 48 113 9 19 46 109 ENGINEERING DEPARTMENT 24 28 59 67 138 159 11 13 23 27 57 65 133 153 11 12 22 26 54 129 62 148 1 31 1 75 IiD%li 14 I 30 172 173 T4 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENnRED IN THE 1992 EDITION OF 'THRUST RESTRAINT DESGN FOR DUCTILE IRON PIPE% AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION DIPRA . THE TABLE ASSUMES CON -GRAN SOIL AND TYPE ENTLAYINGS CONDITIONS. ) COREFER ON ARE FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LARNG CONDITIONS ARE ENCOUNTERED. off 1 RESTRAINED PIPE REQUIREMENT FOR DIP troaM.2 W ENGINEERING DEPARTMENT RATE 1011 n1E NAME C. G gECS loud ONE EXTRA BAR IN BOTTOM USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA �pL A L 2Y A DETAIL SHEETS ARBOR GLEN CHANHASSEN, M N FILE NO. 23605-001 TWD EXTRA BAR IN BOTTOM PLAN OF COVER CHANHASSEN, MINNESOTA 9 ') Z DWN CHECKED BY i DATE COVER DIA 05/05/04 -F K IIINFHOIE ONl SECTION A -A ' COVER RED RMENTS MANHOLE COVER WEIGHT OF BOTTOM TOP DIAMETER DIAMETER SECTION T K I BARS BARS 1140 LBS. 6 8 NO. 50 6 54 2000 195. 8• 6'. NO. 506, 60 72 2525 LBS. 8 NO. 50 4 340. 30 6 7g 31M LBS. B NO. 50 4 NO. 30 8 4403 NO. 50 4 N . 30 4 84 5710 lBi 9 NO. 5014 N0. 30 4 58/0 LBS 9 NO. 50 4 340. 30 4 96 66W 8 9 NO. 504 NO. 304 102• 7,450 B" gr NO. 50 4 340. M4_, MANHOLE 1®IiA TOP SLAB gD�t-ter ENGINEERING DEPARTMENT RAre No.. 2106 Fns NAME G: Nw FINAL GRACE NOTE PIPE SHALL BE CENTERED UNDER INSUU1`1 N UNLESS OTHERWISE SPECIFIED. INSULATION S11NLL OVERLAP AT SEAMS BY MIN. 12 COVER OVER PIPE - ° MOTH OF INSULATING BOARD - b 5' 5' 6' 3' WIN INSULATION =111111 DETAIL RENSFD:1-10 ENGINEERING DEPARTMENT ;7- No_ 22055 nU toot. SP 25 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA �pL (� op w P SAT H RE-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-60M m � (P "� c�FRs P`P�� PROJEG f NU. DETAIL SHEETS ARBOR GLEN CHANHASSEN, M N FILE NO. 23605-001 DLS D BY CHANHASSEN, MINNESOTA 9 ') Z DWN CHECKED BY DLS DATE NATHAN R. ERMAN, P.E. Date: O s Lic. No. 26147 05/05/04 NOTE: 1- V Grate Shown 2- VB Crate Shown shah be used at all low points. DT Face of Curb Direction of Flow PLAN BalEb 1. Trebe to law now In (2) pro 2 N mrd wood be hot -d Pee -gel tubed See Drd A -A r5re MM 1 I/ro- Flat shoe. Pass le Pr dewing SF c�w�d, way (4) 1/r .-u of Nes Nod SIaYWr Stow sets Will, Num oM Was! or. 114'Maw Pam -7p gree" HVL DETAIL A -A not N4IIar 1. Standard Pled bedding swill on boll Mr It robe\ porch 2 TH Ica\ Tres plata Uw \w w lar\ lea\rods pN plat CIE POND OUTLET T01�tlm CONTROL STRUCTURE .1 10 ENGINEERING DEPARTMENT SURE NO 3109 Flf XAE:Q\FAG\SPECS\Stag SAWCUT ALL BITUMINOUS EDGES EXISTING' M ISTINMNHCLE OR GATE VALVE 24' MIN. EXISTING BIR)MIOUS SURFACE ABOVE CASTING 2' MNDOT 2360 SPINEB4408 TACK COAT 2357 21%6' MNDOT 2.360 SMWO3308 PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEV OF BASE COURSE MATERIAL. 4. USE M13RATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PUCE 1/4" PLYWOOD CIRCLE OVER CASING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADO MATERIAL WRING POLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8, MNDOT 2360-MOINARY COMPACTION METHOD REQUIRED. TYPICAL STREET PATCHING AT MANHOLES OR 18Y®1� GATE VALVES (BITUMINOUS) rEVasFn: 4-14 ENGINEERING DEPMTMENT I"': 5202B FRE WINE G SPECS 320ID NO. I BY I DATE DLS DRAWN BY DLS CHECKED BY DLS DATE Catchboein casting 24•x36• slab opening for Neemm ON THE INLET SIE and grate Neenah 83067-V or equal .2 R3067 -V or equal Grate to be 2' blow 8' 18' MnDOT 8618 Concrete Curb one Gott 3' radius curb box. gutter grade. Note: 1- V Grate shown MnOOT 8612 5 tmnsill curb an each 30 54 150 210 12 -6•. •..12" ode of calchDasin. 2- VB Grates shall be used at all low Precast concrete or 12'R 16' Top Bituminous Moterfol points. HDPE adjusting rings. Toof Curb + 17 1/2. 10.1/2- Surmountable Varies 28' Minimum of 2-2'. 6 1/2 - 6' Canl collar maximum of 5-2' Votes TYPICAL CURB concrete adjusment 24" x 36" REAROD: 3-10 rings allowed with 1/ ' precast 5. 3' minimum `-- P concrete or to 1/2' bed of mortar WITH AND WITHOUT CURBS VIED TD BE REO1FOtCLO VITA between each and a 8' thick concrete collar n 3 Croat Precast concrete section on the outside. 5• 6' Precast reinforced concrete dab. RLL WMEQ Ls 20d 6'Min. base Doghouses shall be approved. ?muted an bath the SECTION inside and outside. the outride and inside. NOTE N(RFc. 1. Steps shall be provided in all catch basin/monhokfa and alarm ewer manholes. 2. Costing to be totally encased in concrete curt, section. 3. No block structures are allowed. 4. No wood shims am Permitted in the adjusting rings. eoch F of depth greater than 14', .. joints in reanhake to have - STORM SEWER CATCH BASIN No drain holes ®� 2' X 3' RECTANGULAR RENS0:1-10 Z ME MTV: XO,; 4-0 Typ. ENGINEERING DEPARTMENT 3101 FlIE RNIEG 101 ENGINEERING DEPARTMENT PUTS NO.: 3104 BalEb 1. Trebe to law now In (2) pro 2 N mrd wood be hot -d Pee -gel tubed See Drd A -A r5re MM 1 I/ro- Flat shoe. Pass le Pr dewing SF c�w�d, way (4) 1/r .-u of Nes Nod SIaYWr Stow sets Will, Num oM Was! or. 114'Maw Pam -7p gree" HVL DETAIL A -A not N4IIar 1. Standard Pled bedding swill on boll Mr It robe\ porch 2 TH Ica\ Tres plata Uw \w w lar\ lea\rods pN plat CIE POND OUTLET T01�tlm CONTROL STRUCTURE .1 10 ENGINEERING DEPARTMENT SURE NO 3109 Flf XAE:Q\FAG\SPECS\Stag SAWCUT ALL BITUMINOUS EDGES EXISTING' M ISTINMNHCLE OR GATE VALVE 24' MIN. EXISTING BIR)MIOUS SURFACE ABOVE CASTING 2' MNDOT 2360 SPINEB4408 TACK COAT 2357 21%6' MNDOT 2.360 SMWO3308 PATCHING NOTES: 1, SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEV OF BASE COURSE MATERIAL. 4. USE M13RATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PUCE 1/4" PLYWOOD CIRCLE OVER CASING TO CONSTRUCT UNIFORM EDGES. 7. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADO MATERIAL WRING POLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO APPROVAL. 8, MNDOT 2360-MOINARY COMPACTION METHOD REQUIRED. TYPICAL STREET PATCHING AT MANHOLES OR 18Y®1� GATE VALVES (BITUMINOUS) rEVasFn: 4-14 ENGINEERING DEPMTMENT I"': 5202B FRE WINE G SPECS 320ID NO. I BY I DATE DLS DRAWN BY DLS CHECKED BY DLS DATE ormth, Structure; Repiw (2) Plea Prue Per dash, Snpath Ban e as rah way 7'e MD. 'le.1, not StM. a smenues war EMv. _- KIM- Bw ne dW a qxe h U'v field . Pipe q�q.t ? h nes ua all 11r 4 •' 48 ooh. dp76 1. swrand=ge ben:, regliwd w ran Hat d row\ Pipes 2 If qr ph4 the mow bot Aalwers pr plat 3. ORmt b ws wY oY be orded w\ h w sal cmdUana b project 4. Grates wit w made h (2) M1dwe or lad-dppee-pdwraed lam. 6. w.i .w m ee prrM riper o awaas\ Ica WMe h roes .dna 6. oriro d m w aHwl C h Wuelun fawrde hbl wM of cburuy. BIORETENTION STRUCTURE WITH WEIR & DRAIN TILE REVISm: 3-14 ENGINEERING DEPARTMENT I'"al 3109A Fill NwEQ\Blf\SPEfS\31 WA 1 6. 1 Distance to rL variable 24•x36• slab opening for Neemm ON THE INLET SIE `v p 83067-V or equal .2 o ACCESS SNWLL BE PROVIDED 8' 18' MnDOT 8618 Concrete Curb one Gott 6" Dietance to varix k 1/2"r\ 3"r 1�2„r Top Bituminous Material Note: 1- V Grate shown MnOOT 8612 Concrete Curb and Gutter 30 54 150 210 12 -6•. •..12" For -fl» OMY with Private Driwwaye 2- VB Grates shall be used at all low 2B•R 12'R 16' Top Bituminous Moterfol points. POO ELEVAT Neenah R3067 -V casting and + 17 1/2. 10.1/2- Surmountable grate or equal. 28' PLAN Minimum of 2 maximum of 5-2' 6' Canl collar Shoe Farmed concrete adjustment rings eitln full TYPICAL CURB 4 beds of mortar. REAROD: 3-10 ENGINEERING DEPARTMENT M'E M : 5203 `-- P concrete or m WITH AND WITHOUT CURBS VIED TD BE REO1FOtCLO VITA H edjusU Ing rings. n FRE xrNEP zIM Precast concrete section Re+s@.10--w 5• 6' Precast reinforced concrete dab. RLL WMEQ Ls 20d equal, 16• o.c., Aluminum steps approved. Top of barrel section under top slab • the outride and inside. NOTE A �Watertlow a°a to have Net top edge sealed with E pe Minimum dab thickness, 8' for 14' • 2 beads of Romnek or equal. EAll Cbs 5 base eoch F of depth greater than 14', .. joints in reanhake to have - ES CTION No drain holes Vanes MQIES; 1. 1/2' Preformed joint Mier material - AASHTO M213. '0' ring rubber gaskets. Z ME MANHOLE 4-0 Typ. Precaet concrete section PENSfA.t-10 ENGINEERING DEPARTMENT PUTS NO.: 3104 NOTES: 5. 1. Doghouxes shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole ripe, N.h R1981J or equal, 16- Mc_ Aluminum steps approved. _ nr ao W6 "d d Minimum ab es thickns, 6' for 14' depth. Increase for tgreaer R I each of depth greater than 14'. dept a ei and reinforce with 6'x6' 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and dope grout 2- toward invert. �R TYPICAL 4' DIAMETER 11 �Qn9 CATCH BASIN MANHOLE REN9:P. 2-10 ENGINEERING DEPARTMENT PULE Xo.: 3102 raE raura•Qc svEsaz ormth, Structure; Repiw (2) Plea Prue Per dash, Snpath Ban e as rah way 7'e MD. 'le.1, not StM. a smenues war EMv. _- KIM- Bw ne dW a qxe h U'v field . Pipe q�q.t ? h nes ua all 11r 4 •' 48 ooh. dp76 1. swrand=ge ben:, regliwd w ran Hat d row\ Pipes 2 If qr ph4 the mow bot Aalwers pr plat 3. ORmt b ws wY oY be orded w\ h w sal cmdUana b project 4. Grates wit w made h (2) M1dwe or lad-dppee-pdwraed lam. 6. w.i .w m ee prrM riper o awaas\ Ica WMe h roes .dna 6. oriro d m w aHwl C h Wuelun fawrde hbl wM of cburuy. BIORETENTION STRUCTURE WITH WEIR & DRAIN TILE REVISm: 3-14 ENGINEERING DEPARTMENT I'"al 3109A Fill NwEQ\Blf\SPEfS\31 WA 1 6. 1 Distance to rL variable /2'r�3'r ON THE INLET SIE `v p Tap Bituminous Material /2'r slope 3 4' er n .2 o ACCESS SNWLL BE PROVIDED 8' 18' MnDOT 8618 Concrete Curb one Gott 6" Dietance to varix k 1/2"r\ 3"r 1�2„r Top Bituminous Material s44Peer MnOOT 8612 Concrete Curb and Gutter 30 54 150 210 12 -6•. •..12" For -fl» OMY with Private Driwwaye Parking Lob, or Medians. 2B•R 12'R 16' Top Bituminous Moterfol fib"R POO ELEVAT DESIGN PARAMETERS. + 17 1/2. 10.1/2- Surmountable Concrete Gafb and Qatfb 28' A. 4" 1 1/8•r oro Bituminous Surface Bifuminous Curb Shoe Farmed QPI�F TYPICAL CURB 4 AND GUTTER REAROD: 3-10 ENGINEERING DEPARTMENT M'E M : 5203 itF XAIE:Q SPECS SIDS ftl R-4342 (RATE OR APPROVED DguAL Rd165 (z7 STAG m CONNST a 5 AT a• o.0 BTnI WAYS BE Pill SECTION SEVER BLOCK ST OPENING AS Ewld® CATCHBASIN (27" DIA.) DESIGN SPECIAL 2 I�I'lOP CATCH BASIN 27" DIAMETER RE`AER1 1D ENGINEERING DEPARTMENT MTE eco.. FkE WME:c rEa nes 3103 Lm RESTRAIN ALL JOINTS Neenah RM67-V coating and D ON THE INLET SIE grar equal. te N4� AND FIRST 3 JOINTS o ACCESS SNWLL BE PROVIDED ON THE OUTLET PIPING Minimum of 2 mozimum of 5 TO BOTH SIDES OF THE 2] !4 140 22 12 concrete adjustment rings with full WED! FOR MAINTENANCE. 30 54 150 210 12 bads of mortar. % I W TOP OF WEIR ELEVATION Precast concrete or RURAL 60' RAD. 40'. RAD.- AD.•- VARIES DEPENDDO UPON POO ELEVAT DESIGN PARAMETERS. F . VARIES Varies CUL-DE-SAC REMSEd 1-10 12'-t9 MTE 18.. 5205 Top of barrel embon below top slab =Off CONCRETE PIPE T FLOW 4 Fall? OUTLETS. arm rill � r rr-irr.rn.w-s Ir Y - 'T' FI Varies NI joints in mol to have WITH AND WITHOUT CURBS VIED TD BE REO1FOtCLO VITA -PIPE LENGTH AND SIE VLLL VARY. _' ••""•• •' •-• REDFOIL£s CONCRETE OR DUCTILE OIN PIPES CAN E USED FOR TIE BA.ETS. BON'T USE APA9N3 OR TRASH GUARDS IF PIPES ARE INER WATER STEPS FLOW USE REIKostn CONCRETE PIPE FOR OUTLETS WEIR All STRUCTURES TO E FORMED AND PORED DNPLEGST ACE OR PRIl ASSEMIMIES NO SLIDE IN WEIRS WITHOUT ENGINEERS CONSENT cow SKIMMER STRUCTURE WEIR MANHOLE RIVASEN FRE All ,S cas ENGINEERING DEPARTMENT HATE eco_ 31098 CATCH BASIN N RADIUS 10'SURMOUNTABLE TRANSITION I CURB a GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 6 height 2"drop 10' long transitional height cul I �4• height . 1 1 T NNDOT 8618 CONC. C & G SURMOINTARIE C & G SECTION A -A QI'[IIP TYPICAL CURB I RADIUS REMSfP. 1-10 ENGINEERING DEPARTMENT ME NO.. FILE WNEG \SPE6\5264 5204 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 24'x36' slab opening for Nexal 3067-V or equal TE: 1- V Grate shown 2- VB Gratos shall be used at all IOW pointe. d H 8 (DE6) y (IN) (IN.) M[N. MAX. (IN.) Neenah RM67-V coating and D 12 grar equal. te 130 PLAN 12 � m i z W a > Minimum of 2 mozimum of 5 3' Radius 2] !4 140 22 12 concrete adjustment rings with full 6- Conc. caller 30 54 150 210 12 bads of mortar. % I W COM./INO. fi0' RAD. 48'. RAD. Precast concrete or RURAL 60' RAD. 40'. RAD.- AD.•- COTE. -NOTE. HDPE adjusting rings. 6" F . 6- Precast rrnforoetl concrete slab. Varies CUL-DE-SAC REMSEd 1-10 12'-t9 MTE 18.. 5205 Top of barrel embon below top slab E Ws to have flat top edge sealed with c arm rill � r rr-irr.rn.w-s 2 beads of Romnek or equal. - 'T' FI Varies NI joints in mol to have WITH AND WITHOUT CURBS 4'-0' TIP. b• ring rubber gaskets. n FRE xrNEP zIM Precast concrete section Re+s@.10--w 5• Manhole steps, Neenah R1981J or RLL WMEQ Ls 20d equal, 16• o.c., Aluminum steps approved. Doghouses shall be grouted an both • the outride and inside. NOTE A �Watertlow a°a No black abuctures are allowed. �j pe Minimum dab thickness, 8' for 14' • depth. Increase thickness 1' for i0 MI6 Cbs 5 base eoch F of depth greater than 14', .. and reinforce with 6-x6. 10/10 mesh. ES CTION No drain holes No Scale MQIES; 1. 1/2' Preformed joint Mier material - AASHTO M213. CATCH BASIN ME MANHOLE WITH SUMP PENSfA.t-10 ENGINEERING DEPARTMENT PUTS NO.: 3104 f1E NNeG 4£Ca 1a{ d H 8 (DE6) y (IN) (IN.) M[N. MAX. (IN.) Y5 D 12 34 130 230 12 � m i z W a > IS 34 130 230 1 18 34 130 230 12 2] !4 140 22 12 24 44 I40 220 12 -0- 44 I40 220 12 30 54 150 210 12 36 54 150 210 12 18' or 24' �e TAIL M FLOV HC/L 1 OUTLET INLET FRONT SIDE SAFL BAFFLE PANEL TOP VIEW OF SUMP V ' DIA. ANCHOR BOLT w•Nw[ Carl EMBEDMENT `a r mA . e1N V x V STEEL TUBE FRAME NUT V/LOCK I DETAIL A WASHER 1 OUTLET T INLET AI�EY5 upst D Technologies s1nE VIEW OF SUMP Tena Ilerlerk: detail does not ercarposa the a6h•, fee, end oppksblllty of the Sl Wire For the speclHc project. It Ie the ultl responsibility of tie design en sew, to ashes net the design Is In coPpwnce els W opplical mesa and reausl .The SAFL Baffin b patent perw1k tecnoloyy of the University of Mee.i. and M7atrean Tecmak.,I . Im, Mother tlTe IMierdty of MMlesoM nm llpstrean Tecindc,gMs Approves Ware, s4wo. or ryst. deal SAFL BAFFLE STRUCTURE STANDARD SUMP MANHOLE W/BAFFLE EW5En.2 16 ENGINEERING DEPARTMENT ME 3110 tE XAE:Q G SPECS 311 X Y 227.02' qp, 4• Topsail, Seed YI S HIO//LOW PT. 60' R S 'S'(0 FOt DRMNA(E 60.25 CURB AND GUTTER ti 28552'S0"PRC SUS.SS tabla 10 60.25' CIRCUM 45.5 RAQUS=285.88'/360' JVD m s• 'r STANDARD CUL-DE-SAC % I W COM./INO. fi0' RAD. 48'. RAD. URBAN 60' RAD. 45.5' RAO. RURAL 60' RAD. 40'. RAD.- AD.•- COTE. -NOTE. 1. ALL 04STANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) off or TYPICAL Exp. wil CUL-DE-SAC REMSEd 1-10 ENGINEERING DEPARTMENT MTE 18.. 5205 NAE:GvNG\SPE45 SIDS I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWSOF�p� OF MIN441z"ff NATHAN R. HERMAN, P.E. Date: 0: Lic. No. No. 26147 i,rbn°a uB618 41a'aafchbadn.� transitional &chbasi0 toybe dwreaaei• y "We tlesgn P6 as lme 9 e. D nh, R- 3ui 7 -VB shall be used h- tt �CuSurtnrb B°Gou�tterConcrete 2-/4-60•Lorg Rebars Each way ISOMETRIC lTo rn5-7e c 0 0 `0 5' Nin. Transition II 5' Min. Transition { `o TO I.. T�b 2- I I n Design gutter line grade 2-p4-60" LONG Rebare Each way Frame & Casting SECTION A -A Ne Scab �� CURB CONSTRUCTION AT CATCH BASIN lE\t4D.1-Io fa.: ENGINEERING DEPARTMENTMlE 3106 f1F NAME nag PL CL R 30' I 30' I Wear Course to be 1, Above Edge of Gutter NW.5 I. Minimum RIght-of-Way Required - 60'. 2. Maximum street grade 7.05. 3. Minimum street grade 0.755. 4. 4.0- Topsoil placed in disturbed ares. 5. 2 Rolls sad behind orb. 6. The biturnhwom wearing surface shall be placed the next emsbuction wesson following placement of the bituminous base. 7. A Lost rall of the prepared subgrade shall be Performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based an the fest roll. 8. DrainClM shall be placed along both sides of ro dway. See plate 5232 for details. ,*,I�er TYPICAL 1ll�VRI RESIDENTIAL STREET SECTION MEMSEu a 1a ENGINEERING DEPARTMENT Pu,E NO 5200 FILE XAC G:\ENG\SPE6\521p \yl 1' Uvintk 4• Topsail, Seed 1 1/2•-MNDOT 2360 SPWEB3408 & Milch or Sod. �S S o'seemAgmes. Drainlile Tads Coat - 2357 SUS.SS tabla 2'-MNDOT 2380 SPNWB3308 Concrete Curb a WIN or sed Or seem urori .w¢sraiR�¢A. ferr°pi"'wirrt m rasa s. s 12' -dere 5 Aggregate Base Wa adslrlc awuv ¢ enA.lsn w Ira m a laanam Wm lxasaa A 24" MNDOT 3149.28 Select oe lamsaye leswme¢ N Raa NA®e: R rase LJ Granular Borrow (•See Note 7) NW.5 I. Minimum RIght-of-Way Required - 60'. 2. Maximum street grade 7.05. 3. Minimum street grade 0.755. 4. 4.0- Topsoil placed in disturbed ares. 5. 2 Rolls sad behind orb. 6. The biturnhwom wearing surface shall be placed the next emsbuction wesson following placement of the bituminous base. 7. A Lost rall of the prepared subgrade shall be Performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based an the fest roll. 8. DrainClM shall be placed along both sides of ro dway. See plate 5232 for details. ,*,I�er TYPICAL 1ll�VRI RESIDENTIAL STREET SECTION MEMSEu a 1a ENGINEERING DEPARTMENT Pu,E NO 5200 FILE XAC G:\ENG\SPE6\521p SGR�P W�A SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 N 04, S P `P1 �� CL 18' 18' B' C 6' 12' 1 12' 6' R � b 1M\ NI .V RaR 3.05 Ingesessr eM �S S o'seemAgmes. 1� ext ..Two, R., I oP.WraT IyA i3 a WIN or sed Or seem urori .w¢sraiR�¢A. ferr°pi"'wirrt m rasa s. s v m1aEe paw..Y auk E Dean Nal sr car ..mw.os nwwwT. Wa adslrlc awuv ¢ enA.lsn w Ira m a laanam Wm lxasaa A wNlw a z- r els w K Aha .car Awasr aeowm esu E • 1..eN R r R omowrr .m r a aAe s ml �:: }.:,: Tr e• oe lamsaye leswme¢ N Raa NA®e: R rase LJ F ry au.w¢NKwwrr AwwrtAlan rwwrwsua wMeaNn r PI a Ton. wa cam r r Als1e weE a ra w lrlr awl E pEam NTS CURB & GUTTER g !! F xrAoaowR ANDwJ Remove Grown .Ica A. shit a nor.® her .oar.NAE rY s� or x seemrue.Aws Exp. wil Jcmf W' Nes) Y Expansion Jdnt aF Ica An 1• Asn®1r Ws rr, o-e-wees-wewe-rw.wansv eNe rL,01M1 W K aEe !ir Ma w1Fa uE YW1MIs ARE eGWAE. arm rill � r rr-irr.rn.w-s yr - 'T' FI NTSwess ma f 'an�rMaYw rMue WITH AND WITHOUT CURBS CONCRETE RESIDENTIALmiYI e DRIVEWAY ENTRANCES FRE xrNEP zIM A Re+s@.10--w rpWt caner" MTE NO.: 5208 RLL WMEQ Ls 20d A �Watertlow (� 36' I 3/4' Slope Toot pe 3" up from bottom • 46, Cbs 5 base Incidental to Damn /4 Rebar O 6' O.C. SECTION A -A No Scale MQIES; 1. 1/2' Preformed joint Mier material - AASHTO M213. 2. Contraction Joints 8' D.C. fn Crass Golfer. ME STREET INTERSECTION CONCRETE VALLEY GUTTER IEWED: z -lo ENGINEERING DEPARTMENT ME eco.. 5206 AE wNEQ a zld SGR�P W�A SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 N 04, S P `P1 �� CL 18' 18' B' C 6' 12' 1 12' 6' R � b 1M\ NI .V RaR 3.05 2' Nin. y1 Slope Uax 4' Ditch Bottom 1 1/2•-MNDOT 23W SPWES3408 Tack Coat - 2357 2'-MNDOT 2360 SPNW330B 10• -Class 5 Aggregate Base 24' MNDOT 3149.28 Select Granular Borrow ('See Note 7) 6- Gass 5 Aggregate Base Shoulder 11.. Minimum Right -Df -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0- Topsoil placed in disturbed arse. 5. 2 Rohe sod behind growl shoulder. 6. The bituminous wearing surface shall be placed the nest construction season following placement of the bituminous base. 7. A test roll of its prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrada correction based on the ted roll. TYPICAL RURAL STREET SECTION 1I FILE HAND\sPEa\5IDx ENGINEERING DEPARTMENT aAIE No.. 5202 a -M NO CURB & GUTTER IarxNo mo.lwwlew are of nxsowu RK era s ift. R � b 1M\ NI .V RaR Right -of -Ino, age N[oam ew row V Z Ingesessr eM �S S o'seemAgmes. 1� ext ..Two, R., I oP.WraT 1 a sAWxrt PE oc uc an a WIN or sed Or seem urori .w¢sraiR�¢A. ferr°pi"'wirrt m rasa s. s v m1aEe paw..Y auk E Dean Nal sr car ..mw.os nwwwT. Wa adslrlc awuv ¢ enA.lsn w Ira m a laanam Wm lxasaa A wNlw a z- r els w K Aha .car Awasr aeowm esu E • 1..eN R r R omowrr .m r a aAe s ml �:: }.:,: Tr e• oe lamsaye leswme¢ N Raa NA®e: R rase LJ F ry au.w¢NKwwrr AwwrtAlan rwwrwsua wMeaNn r PI a Ton. wa cam r r Als1e weE a ra w lrlr awl E pEam NTS CURB & GUTTER g !! F xrAoaowR ANDwJ igrsPNrawm� woam04plN.aaS1Am 'AK. ,saw r .Ica A. shit a nor.® her .oar.NAE rY s� or x seemrue.Aws r Y an[6ei .er: Y �. aF Ica An 1• Asn®1r Ws rr, o-e-wees-wewe-rw.wansv eNe rL,01M1 W K aEe !ir Ma w1Fa uE YW1MIs ARE eGWAE. arm rill � r rr-irr.rn.w-s yr - 'T' FI NTSwess ma f 'an�rMaYw rMue WITH AND WITHOUT CURBS CONCRETE RESIDENTIALmiYI ENGINEERING DEPARTMENT DRIVEWAY ENTRANCES FRE xrNEP zIM WITH AND WITHOUT CURBS Re+s@.10--w FNdxuTlNc uPrRIMExr MTE NO.: 5208 RLL WMEQ Ls 20d CHANHASSEN, MINNESOTA See Gly Plate No. 3107 far r'pmp placement Use 2 Nle troll fstenIts Per Joint Install of 60' from tap a bottom of Pipe. ISOMETRIC HOLES 1. All Reinforced Concrete Aprons shill be furnished & installed without Trash Guards 2. All new Reinforced Concrete Aprons an new pipe shell be tied back 3 pipe lengths tack from pmn. 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the first pipe adjacent to the up,.. FLARED END SECTION eLMsm z-10 use HATE eco.: ENGINEERING DEPARTMENT 3108 l NAl 109 EOSING BITIMAMS SURFACE SAWCUT ALL BITUMINOUS EDGES. (Fill 2' MMDOT 2360 SPWEB4400 TACK COAT 2357 2116" MMDOT 2360 SPNWB3308 12' MIN. CUSS 5, 1005 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT AL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2, MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ALD MATERIAL DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLYJE ALL PATCHES PRIOR TO APPROVAL 7. MNDOT 2360-OR13INARY COMPACTION METHOD REWIRED. TYPICAL STREET PATCHING BITUMINOUS aLylsE°: 4-14 MTE rL_ FIX XME:Q \6PEcs szo7A ENGINEERING DEPARTMENT 52027 m wet nes PA NO CURB At GUTTER era .M ws wrr wvm '"'Mart xAEmwR NIDE b' A. tom AT Rna a a a F R RIEb a eNEIEa AsN6SAarRa EaN6 Y S� Y S e ger 6 rx PWAlB1r Ta• mml IK res R sweel s.avr ru snaxr PAmM Awe, Ass TAa! BtIaE PAMY U� of eNdwlo.M s11w.Ts tenement war s.vn No ENAE w Ir ® SIf 6 e.ET SIOI aM FM P1wY61f m Wla E161N' 411Hr 92101 side@ OgwMY lq]e$mKgWf fr MY 91ILLEA1MaY6Tr LLB6¢RWOe w111r 6pASaW Y£ nr awes eo1 PA CURB & GUTTER I sr uAx sew.Ar room s19E Aamrr g !! F xrAoaowR ANDwJ a 8 u wee so. N Aa.. a nae fARw66 e¢T.W9r, ANN. WN weed n Er)m. �S Y -Y swat or aro IY Y tlOg� OrN1phY enr N Rale su A EYY 6 t -Y IeR 6 eNMA¢ lent C Y 6 6RR l s iV BAZ es r IE MAw .91E . ma K roc. m1 s11ET 1aAmar ass E1AEARa TIEaEx EW4WWKE. AITa SAdrFa6 eNe rL,01M1 W K aEe !ir Ma w1Fa uE YW1MIs ARE eGWAE. off RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS RDtl 2-10 ENGINEERING DEPARTMENT ME NO.: 5209 FRE xrNEP zIM DETAIL SHEETS ARBOR GLEN CHANHASSEN, MN FILE NO. 23605-001 10,110 VARIABLE g HYDRANT I VALVE BOX VMI 5'-6' (SEE PIANS 1/4' PER Fr. SLOPE TO ROADWAY CURB 4CLASS 5 BASE 2' 3' 2.5' CONCRETE SEE NOTES 1 h 3 NOTES: 1. TYPICAL 6' THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE 0 Off CONCRETE SIDEWALK IEASOx 1 Ho ENGINEERING DEPARTMENT FUZE ND.. 5214 TLE NAMEG SPE 5214 6' x 24' or 30' or 36' Traffic Sign Double Aluminum Street as Required -11 Sign - Both Directions 2.51.8. 7- Upper E o Galvanized Steel Sign Post 2 3/6' O.D. E / 5/16' x 1' n Galvanized Steel c (2) in Post Bolts - 9 Pipe 12 Gua9e Tamperproof E` Q with Washers - c cx 2' Nin Curb c MN;ha Flats3W. 7' Ichor Pas t-Pne matt B ' Typical Street Typical Traffic Sign Installation Sign Installation H Boit Past With Sign �I-II}//�I� _L Ex Post in Concrete LJ�LJ Poll Expansion Jdnt Material m - 4 Sides Full Depth r r. �uu Typical Sign Installation In Concrete Median Anchor Plate Detail NOTES: 1. For Boulevard Location of Street Signa and for Traffic Signe, Contact Chonfwssen Street Superintendent (952-227-1303)- 2. Far Material Specifications See Section 4.11 of Standard Street Spew. 3. Traffic Signs with 9 Sq. FL or More of Surface Area and 36' or Larger in Size. Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall ba the Same as Mose, Except Lettering to be White an Blue Background. off or STREET AND TRAFFIC SIGN INSTALLATION REVISED: 1-10 ENGINEERING DEPARTMENT RwIE No.. 5217 nlc wuE:a c cs\szn AB>5. n12 -B HNaeNE PAOAGE 1Qlla6 .p_ (4) t•xr GALV. CatlBAM GKI FALL TXIFMi -V (4) Ra1010 RAT M91DR um \`Ill (4) L- N 1M9EAi e (4) Y. Yxq• TAPPED RETAYWG WASIFR. 675' TO 1T MLA BOLT CALIX (4) N0mE6 N SHA To AILM a T HEAD, N Z5, CLEARANCE 1. Fwl Mor aP cALVa1RE Pot AsN-Auis (Ut6r REmsol Iy a. BASERATE ro ff caNKEra1CRM as SHAT AWS XI 1') Ara HOE _ ON 1 2 LOImERS (Ates) ro W3 AXIS 1 STEYaL ON t/1 x. LETTERS YNMFACntlER'fi XIX9}E IiIFR WLVNA}RN' • PF/I AND IAO SHAT A45 ro BE FAIIFIIIPIL (P/_ '0 9.66' DIA. .45 LAN as N CF if /- YI. a S PLANE T. 9DT PFAPaA11aI1M M. DE BASEPLATE B PAIEAT. UX AN Rua NO. _ W LDEs 7. FLAMEOUT HEiIX OIL PLOT PONTPWT SNL ) VA _EI5N T. EXCEED 3 2- BELDW (1) L (2) NOT ro Ks as 3/32' BEIM AMBE NOT M IKIDED (2) PEAKS M PDIAM: MSE uEATES NOT RS CTa ONO H/3T NEUXIBOK AIWA SWIFIQ IETEL OR INTERSECTIONS 6 fFOX NOEIA SLIEACS fl IXC YAWAA 6 ro BE AEW'. UNUSED Na ILL AAQ'I GAA MAMA 11E FC M -O 9ECFlCATa1A ASTM (colw o, To IAxsNTo ou_ IM) SIBL (coPaW ro AA511ro TECH. B L 1276) _ 51EII PPERPE RIES252 AL1ETe AE MDMAIEAAL ASA2- ALL RADIAL SECDONS r•OIWAL SIEFL PPE A.•BB-ARTIST IEM90H)e ro AMS +/- Y m.VE B SI1NCMtA STD. TIANa �IIFII ASN Ai35-M1EST FEWSKN) Hart WOULD) Y MOT PWD ASSY A575 -(LADY EEMSIII) SIES. - R BAR CH BDL¢ GIRL BOLT PER Aw9 atoll, MS JAES GRADI 10. BASEPLATE IS PETTMM1EIm.Y STAMPED ON ALL AIA SECIIa15 NORMA MANUFACTURERS IENTPCAIIII •ABC• M t/2. 1 MEMS AND If ANSi/- J DATE OXE IN 1/4• LETTERS t1. HARDWARE INLAID BE PACKAGED IN BURAP BAG AND ATTACHED To FaOaAIKN. HOLE Must M FOREPD BY MAIOx10 META CE RECbOCm IpRQE: NO (#AT01 MAN Ia." FT Ili (W WEN W TRUE HELICAL FO ) q�gl�or LIGHTING EIpLL►�Iq�IpR� ASSEMBLY 1E BASE DETAIL REMYD: z -Oe RAZE x0.: fuE NAIE:G sEcs szal ENGINEERING DEPARTMENT 1 5241 WIN Pedestrian Curb Ramps Page 1of 5 REMSEIE 3 14 ENGINEERING DEPARTMENT ' w.. 5215 FILE w+c¢ V.Iw\s�a\srs I� CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING I. SONS TO BE A MINIMUM OF 12' X 18' EIRE 2 RED ON WHITE IS PREFFERED. LANE 3. 3M OR EOUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. 4. WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE UNE. 6. ALL SIGNS SHAIl BE DOUBLE SIDED i FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET BACK A 'r MINIMUM OF 24' BUT NOT MORE THAN 36' FROM THE BACK OF CURB. B. A FIRE LANE SHALL BE REQUIRED NM FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL MEAS DESIGNATED BY THE FIRE CHIEF. OEM CURBCIWIHASSEl1 FIRE DFPAITNENT FRE PREVENTION POKY W-1991 DATED JANLURY 15. 1991 ANY DEVIATION FROM THE MOVE PROCEDURES SHALL BE SUBMITTED IN WRTgMG, WITH A SITE PLAN. FOR APPROVAL BY TUE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONFWUIfY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. ARE LANE EasoaE�9 SIGNAGE REVISED, 1-10 ENGINEERING DEPARTMENTT7" Na. 5218 FXE NNIE:¢VOIc s1+Ecs\azla 2'-0' 1 4' 0' - 2'-0' 1/2'x6' Galvanized Bolts Wilt Cut Washers (Carriage, Hex. o, Sq.) 7-1/2' V-3 i/4' E 1'-3 1/4" 0 I •P Nyminol _ Na�z8'-0' AIN. Grade Lumbe E Ex. ro Gund m APPROX. H 2'-8' Treated Wood Posts 4'x4' x 8'-0' No. 2 Grade lumbar or belle Me banicale board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 3352.2A2o. Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coaling of White Wood Primer paint conforming to MnDot spec 3513, followed by a second cool of white paint cenforning to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed on the Posta. The barricade shall be placed 10'-0' from end of bituminous road, barricades to be centered on the roadway, to be facing troFic flow. Barricades to be installed in accordance with the Minnesota Manual on Unibnn Trarc 1Coo1rtalll�Devos. 4•II�[ TYPICAL BARRICADE REVISED. 1-10 ENGINEERING DEPARTMENT PLATE FEE IIrAIC:¢\E3w\SACS\'i2u 5244 EYE Pedestrian Curb Ramps Page 2 of 5 REMSF¢ 3-t4 ENGINEERING 14ENGINEERING DEPARTMENT RATE ro.. 5215A Fuc Nwea cs\Snsl, -10' AT 6 R. MAY_ SPACING q;OTEXILE FAa6C i=EEIEE AGGREGATE BASE NDERGROUNDEXISTING WTI rAYTED NAlUM fiat SILT FENCE, PREASSEMDLEDQI ® VAR icw F14 MNDOT SELECT GRANVLVt BORROW wa � w 2-&% 75 FEET COURSE FILTER AGGREGATE ¢ Ei W)f$ MNDOT 3149.2H 12 -DEEP o N N rFENfE PER e T SPECS. SKARn£ n nR JN GREATERTNAN 2M 15 FEET ,1. TOPS, � CLAY SUB -GRADE 4' PERFORATED PIPE NOTCH CLAY SUB -GRADE GEO7EIRILE WRAP (3733. TYPE 1) FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC 6' CONC. OLLAR PIPE DETAIL GROUT AROUND PIPE 1�CLEANWTS REQUIRED AT 300' INTERVALS k ALL ENDING POINTS 2 SWAG RES TO BE SHOWY ON AS-BLILTS FOR ALL ENDING POINTS TO ALL DRAINTIIES 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. �Q�IiIp�� 4" SUB -SURFACE 1, DRAINTILE REMfiEn a-14 ENGINEERING DEPARTMENT PUTS ra. MILE 5232 5 IT MIL LFNa1X STEEL POST - __. s Fr. IK lEM6M sWB. P03r AT 6 Fr. MAX. SPACII AT X M Use. WAOIa ��gggppp1IX111E FNIeC 4 askFI96C R/SIK W nzx , 36_ TIDE PIASnL ID IFS (A ul. 130RE) /IrF1 wee LauEo x TOP e' (�'y. IPE COPACMN ZONE XANRA b FLOWSUCE FLOW ROW rya ROY r _ Ir DEPTH r3 b ILT FENCE, MACHINE AILED SILT FENCE. HEAVY FptCF. OUTY� 5 R. M. UNOM STEEL POST Z. AT 6 R. MAY_ SPACING q;OTEXILE FAa6C w� n srrm uamc a STADES FAERIC ANCHORAGE 71ROK 1. eM6A1 NDERGROUNDEXISTING WTI rAYTED NAlUM fiat SILT FENCE, PREASSEMDLEDQI ® VAR icw F14 SUMP PUMP DRAINTILE .W ZED FENCE M BE RI/.ED av OOMTCR ser SLOPE/KflAIE EpasIN. w� n srrm uamc a AN) LENGTH ONTERA BRAW NDERGROUNDEXISTING '1OtE SILT FENCE, PREASSEMDLEDQI ® VAR ,!1=11=I1g11.=11 II 11 :11=11= R -------- surf al MAX LFMGnI SUMP PUMP DRAINTILE LESS INAN 2X 100 FELT eves 2-&% 75 FEET AND PIPIE 5 -lox 50 FEET DETAIL W)f$ EE•Y 10 - 20 X 25 RET © IYIR xIla116 Mi eWLE iXF.N G4 AS rFENfE PER e T SPECS. SKARn£ GE01EXTUE FABRIC70104 GREATERTNAN 2M 15 FEET ,1. TOPS, sozspecs M73 A 358,. Oi •nvr.rrla msuE LOCATION CF SILT FENCE rP ROMs AnaRan SMst Fee 11=11-11-11-11 Ir � •-r• • FOR SEDIMENT CONTROL / I \ 2 MmNAwn Canb6uMp Mea t Ave .s. � I-11 � SII -11 f SLOPE rrrEau NOIEe� IrRrwN� r N��awr�Iu „msr las,mawT m men am VARA DESIRABLETI BLT FENCE NEAR E OF 1:6- SLOPE OUTSIDE OF SII. CDIISIRUCION WITS �IL=..11.=.I1r-?11. F LOCATION OF SILT FENCE FOR PEREMITER CONTROL QR� Ir1.LEs Es me®m xn rl6ar wu E Ais®r .lea rs 7-ICAL SILT - ►1 FENCE REMEED 3-12 ENGINEERING DEPARTMENT PUTS ra 5300 iNE NWEa SFLS SSW �® most¢ Awarr ace. E gxx,www4r ®a a Nw wa ua Pedestrian Curb Ramps Page 3 of 5 FTIExALEE ¢l�Eaa\sffcs\5T5a ENGINEERING DEPARTMENT PLATE ND.. 52156 3' 4'-6' Topsoil - ,a 7 AGGREGATE BASE1?�•1XCOURSE FILTER AGGREGATE OM MNDOT V�� a -- - TRENCH DETAIL PERFORATED PVC PIPE DETAIL LM 1�CLEANOUTS REQUIRED AT 300' INTERVALS h ALL ENDING POINTS. 2. SONG TIES TO BE SHOWN ON AS -GUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DISHED. affI�I ALTERNATE 4" ( SUB -SURFACE DRAINTILE 3-14 ENGINEERING DEPARTMENT Faro FuE NAME¢ c s4 sz33 5233 /01 C M'P 1..30. 1'-2' CLEAN CRUSHED ROCK •r •' ''• • I I • •2 • IO-MIN.DEPTH FOR •11• ) • • 1�1� IS' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM STE FILTER FABRIC NOTE: FILTER FABRIC sRAL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 11 gplry ROCK WIIYi CONSTRUCTION ENTRANCE AMsm: 1 10 ENGINEERING DEPARTMENTTIME ND.. 5301 FILE _ 1 Rilia 1 9 WIN Pedestrian Curb Ramps Page 4 of 5 ALMS@ 3-14 ENGINEERING DEPARTMENT FWE ro. 5215C tF rwE¢YNa\.Eas\safic 1' DIAMETER ROCK FILTER SILT FENCE PER UNDOT I SPECIFICATIONS. SOURCE 200. -•'•�•��i �_�• MACHINE Y 1 WOVEN . I' x• • f ' WITH 3 (50LIG) TENSILE STRENGTH PLASTIC ZIP TIES • '•a RUNOFF.1i.+• - -' i'p. i��l �':': •.::�:` Fail_•_.. FILTtRED WATER SECTION A rw� BARRIER Qn� Pedestrian Curb Ramps 1 Page 5 of 5 1e.lsm:314 ENGINEERING DEPARTMENT ��No $215D nlc NMIEa\ow\SPECS\SZESo CURB DETAIL STREET w� n srrm uamc a NDERGROUNDEXISTING Lj' „DISCHARGE L DO NOT Or ,!1=11=I1g11.=11 II 11 :11=11= R -------- To E AD DRAIN SUMP PUMP DRAINTILE DUE=u=ii eves FOUNDATION AND PIPIE TRENCH DETAIL TRENCH DETAIL EE•Y ROCKTOSEWRAPEDIN © IYIR xIla116 Mi eWLE iXF.N G4 AS GE01EXTUE FABRIC70104 Q.�Ar alu E,EweEw.alErr x7w•xr,wx ,1. TOPS, Oi •nvr.rrla msuE I'=11-1I-u.=11-II^IMI. • - 11=11-11-11-11 Ir � •-r• • r / I \ IL� � laill .s. � I-11 � SII -11 f HOUSE rrrEau NOIEe� IrRrwN� r N��awr�Iu „msr las,mawT m men am PUMP CONNECTION DIA, PIPE il. � SII. 1_1.• �IL=..11.=.I1r-?11. F =11=�1=�=► - PIPE TO SIREI Ir1.LEs Es me®m xn rl6ar wu E Ais®r .lea rs 7-ICAL - ►1 DRAIN CONNECTION rzl� mI191-IFN 4M]M Se{. .6,81YAar yfi. �® 1' DIAMETER ROCK FILTER SILT FENCE PER UNDOT I SPECIFICATIONS. SOURCE 200. -•'•�•��i �_�• MACHINE Y 1 WOVEN . I' x• • f ' WITH 3 (50LIG) TENSILE STRENGTH PLASTIC ZIP TIES • '•a RUNOFF.1i.+• - -' i'p. i��l �':': •.::�:` Fail_•_.. FILTtRED WATER SECTION A rw� BARRIER Qn� Pedestrian Curb Ramps 1 Page 5 of 5 1e.lsm:314 ENGINEERING DEPARTMENT ��No $215D nlc NMIEa\ow\SPECS\SZESo MODEL_#CG23 OEFLECK"! PLATE OVERFLOW I - CENTER OF FILTER AI r O\IIELOW 2 - TW OF CURS SOX r 10' FILTER ASSEMBLY v// \ / f -CG-23 HIGH-FLOW HIOi-FLOW FABRIC \� NOTES: 1. CLEAN FILTER MEDIA MER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE MER EACH RAIN EVENT. Q� CATCH BASIN SEDIMENT TRAP IlelakD: 1-113 ENGINEERING DEPARTMENT FWE xo.. 5302A FXE xwEa \sPEw\swag VARIABLE 0 a MINIMUM 11' 12' VAIa6 FT. SL 1� TOVAROEDROADWAYOPE CURB ..: aarJ ,J tn.J.` `.: TOPSOIL TYPICAL 3' MNOOT 23W SPWE03400 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER 1SHOULDERS TO BE BACKFILLED AND RESTORED WIM 3' OF TOPSOIL MD RE VEGETATED WITH SOD OR SEED / MULCH 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CRY ACCEPTANCE 3. THIS DETAIL / SPECIFICATIONS ME MINIMUMN REQUIREMENTS. ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISRNG SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL. BLACK DIRT, OR ORGANIC SORS ALLOWED. IngBITUMINOUS TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT FE rvo.. FEE NAYS¢\ENG\.Eos\szla 5216 �a SEE BELOW STREET w� n srrm uamc a MANUFACTURED RY WIMCO,LLC.SRAKOPEE, MN.. NDERGROUNDEXISTING FILE NO. 23605-001 „DISCHARGE L - SPECIFICATIONS r xEE DRAIN RUE SUMP PUMP DRAINTILE es, - - eves FOUNDATION arAa-ae-..smatnewwastwousinve.nugg 1.0'- ai•rew O• IrRw•F o%ex6v m m6wAE EE•Y POSIVE SLOPE © IYIR xIla116 Mi eWLE iXF.N G4 AS ON PIPE Q.�Ar alu E,EweEw.alErr x7w•xr,wx Oi •nvr.rrla msuE SPACING Q if®ilf®nKUA,E(ENLQ®Ay KApB e1x0. KeIZ v K srr xlee wIWN s Ire.11-KYi[ nra snrz FLEXIBLEMINIMUM • x 1 svaiFr mAErna •LVL E u® Ess wLxL E F•YL w xrir PLASTIC PIPE i�xyAN rTaEv Imsa •Ae Ia WN ♦ wlsNw 1K RY art sear n¢ f HOUSE rrrEau NOIEe� IrRrwN� r N��awr�Iu „msr las,mawT m men am PUMP CONNECTION DETAIL K ate. WuwE60 F wl�ar I.�a w�i6i •6"E'.•uPA�6K r Even. MODEL_#CG23 OEFLECK"! PLATE OVERFLOW I - CENTER OF FILTER AI r O\IIELOW 2 - TW OF CURS SOX r 10' FILTER ASSEMBLY v// \ / f -CG-23 HIGH-FLOW HIOi-FLOW FABRIC \� NOTES: 1. CLEAN FILTER MEDIA MER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE MER EACH RAIN EVENT. Q� CATCH BASIN SEDIMENT TRAP IlelakD: 1-113 ENGINEERING DEPARTMENT FWE xo.. 5302A FXE xwEa \sPEw\swag VARIABLE 0 a MINIMUM 11' 12' VAIa6 FT. SL 1� TOVAROEDROADWAYOPE CURB ..: aarJ ,J tn.J.` `.: TOPSOIL TYPICAL 3' MNOOT 23W SPWE03400 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER 1SHOULDERS TO BE BACKFILLED AND RESTORED WIM 3' OF TOPSOIL MD RE VEGETATED WITH SOD OR SEED / MULCH 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CRY ACCEPTANCE 3. THIS DETAIL / SPECIFICATIONS ME MINIMUMN REQUIREMENTS. ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISRNG SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL. BLACK DIRT, OR ORGANIC SORS ALLOWED. IngBITUMINOUS TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT FE rvo.. FEE NAYS¢\ENG\.Eos\szla 5216 SEDIMENT TRAP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. &V&44�v�CHANHASSEN,CHECKEDBY w� n srrm uamc a MANUFACTURED RY WIMCO,LLC.SRAKOPEE, MN.. rEE .IE .4gNa wrrge sses, FILE NO. 23605-001 ESS BROS., CORCORAN, MN. OR EQUAL - SPECIFICATIONS r xEE AND STANDARDS DESIGN LOADS ®z.K. a m•w .K Br,r •Yx es, - - eves DATE arAa-ae-..smatnewwastwousinve.nugg 05/05/04 ai•rew O• IrRw•F o%ex6v m m6wAE EE•Y SM W e C.fe MODEL_#CG23 OEFLECK"! PLATE OVERFLOW I - CENTER OF FILTER AI r O\IIELOW 2 - TW OF CURS SOX r 10' FILTER ASSEMBLY v// \ / f -CG-23 HIGH-FLOW HIOi-FLOW FABRIC \� NOTES: 1. CLEAN FILTER MEDIA MER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE MER EACH RAIN EVENT. Q� CATCH BASIN SEDIMENT TRAP IlelakD: 1-113 ENGINEERING DEPARTMENT FWE xo.. 5302A FXE xwEa \sPEw\swag VARIABLE 0 a MINIMUM 11' 12' VAIa6 FT. SL 1� TOVAROEDROADWAYOPE CURB ..: aarJ ,J tn.J.` `.: TOPSOIL TYPICAL 3' MNOOT 23W SPWE03400 6' CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER 1SHOULDERS TO BE BACKFILLED AND RESTORED WIM 3' OF TOPSOIL MD RE VEGETATED WITH SOD OR SEED / MULCH 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CRY ACCEPTANCE 3. THIS DETAIL / SPECIFICATIONS ME MINIMUMN REQUIREMENTS. ADDITIONAL DESIGN MAY BE REQUIRED DEPENDING ON EXISRNG SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL. BLACK DIRT, OR ORGANIC SORS ALLOWED. IngBITUMINOUS TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT FE rvo.. FEE NAYS¢\ENG\.Eos\szla 5216 LIGHTING lilElmgm POLE aLi1fiE¢x cif ENGINEERING DEPARTMENT RATE ND.. AE NncG saw s24o 5240 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4' X 3' LONG WOOD POSTS, 8 REDID. NOTES CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND ME INLET STRUCTURE WTI( 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. IOP OF SILT BOX TO EXTEND 16' MINIMUM ABOVE EXISTING GRADE 2' X 4' HORIZONTAL MEMBERS CONTINUOUS MOUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-1613 COMMON NAILS MONDFLAMENT GEOMXTIE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLM AT BOTTOM OF BOX 2' WASHED ROCK 1' DEEP X 2' WIDE SILT BOX SEDIMENT TRAP 1Q°�\ ENGINEERING DEPARTMENT PLVE ND_ 5302G DESIGNER NO, BY DATE REVISIONS CFNFIiu N016 - TYPE R L NaA<- Ol u..wE wl.uEra mllNrraA I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. &V&44�v�CHANHASSEN,CHECKEDBY w� n srrm uamc a LA I Y FPKUJtc; I IVU. rEE .IE .4gNa wrrge sses, FILE NO. 23605-001 la Iw?sA sr m rm - Mr 1.x iEarl� Oi raaur muaw vw®.u..r.�a.>Yz.r.. w: ucU. QJ uWM aeoxE •cel E mIB IDf-41EE4 aewE 1.x16® 3� DATE E19®i NX•%39E5 AFM O YIOd VIII 05/05/04 �eEz �� O• IrRw•F o%ex6v m m6wAE © IYIR xIla116 Mi eWLE iXF.N G4 AS a Q.�Ar alu E,EweEw.alErr x7w•xr,wx Oi •nvr.rrla msuE Q if®ilf®nKUA,E(ENLQ®Ay KApB e1x0. KeIZ v K srr xlee wIWN s Ire.11-KYi[ nra snrz svaiFr mAErna •LVL E u® Ess wLxL E F•YL w xrir i�xyAN rTaEv Imsa •Ae Ia WN ♦ wlsNw 1K RY art sear n¢ rrrEau NOIEe� IrRrwN� r N��awr�Iu „msr las,mawT m men am K ate. WuwE60 wl�ar I.�a w�i6i •6"E'.•uPA�6K r Even. K FAC! 16i1E1 E 4 SKIT IBI I.>iEei 91e1 E 61r91 n K eli8♦L Ir1.LEs Es me®m xn rl6ar wu E Ais®r .lea rs R, i6alq IDI K eV. 111aaYa aaML 00%EMw Nv N6airN •M K.uXAv w. IaEaE%E AL" IeRL mroian asv4 E r.FTan nem Awa luno ane rzl� mI191-IFN 4M]M Se{. .6,81YAar yfi. most¢ Awarr ace. E gxx,www4r ®a a Nw wa ua int FLA e0ffi awua a s s. ,En. r. v6aaO wui�xmar. •nLa Fr ML SNEr Oma DMl 99rE M eMlli g IDIr qEE wwxg-asi.nEO waa I.r m, awc � tEm a. LIGHTING lilElmgm POLE aLi1fiE¢x cif ENGINEERING DEPARTMENT RATE ND.. AE NncG saw s24o 5240 WOODEN LATH SHALL BE NAILED SECURELY TO THE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4' X 3' LONG WOOD POSTS, 8 REDID. NOTES CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND ME INLET STRUCTURE WTI( 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. IOP OF SILT BOX TO EXTEND 16' MINIMUM ABOVE EXISTING GRADE 2' X 4' HORIZONTAL MEMBERS CONTINUOUS MOUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-1613 COMMON NAILS MONDFLAMENT GEOMXTIE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLM AT BOTTOM OF BOX 2' WASHED ROCK 1' DEEP X 2' WIDE SILT BOX SEDIMENT TRAP 1Q°�\ ENGINEERING DEPARTMENT PLVE ND_ 5302G DESIGNER NO, BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGr FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. &V&44�v�CHANHASSEN,CHECKEDBY v��s S�R`�o w A N SAT H R E-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476�i000SATHRE-BERGQUIST, � mMINNESOTADLS �4�RS P`P�� LA I Y FPKUJtc; I IVU. DETAIL SHEETS ARBOR GLEN CHANHASSEN, MN FILE NO. 23605-001 DLS - DRAWN BY 11 12 DATE NATHAN R. HERMAN, P.E. Date: O S Lic. No. 26147 05/05/04 1. ROCK WEEPER MNDOT TWE 9 MULCH (1XA' WASHED ROCK) DIRECTION OF SURFACE FLOW TWE IV GEOTEXRLE FABRIC ANCHORED IN 6' X S' TRENCH MTH C. 11 GAUGE METAL STAPLES AT 4' INTERVALS — II. BIO WEEPER DIRECTION OF SURFACE FLOW LSTAPLE DOWNSTREAM WE OF FABRIC AT 2' INTERVALS TWE 9 GULCH WAsHm BOCK) STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS TYPE IV GEOTEX11lE FABRICS yryyDT TYPE 9 MULCH ANCHORED IN 6' X 6' TRENCH (1 q' WASHED ROCK) WITH 6', 11 GAUGE METAL STAPLES AT 4' INTERVALS 6' TO 8' DRIVEN WATTLE MRH 36' LONG NOTE DEGREE DRIVEN 24' INTO E THE AT 00 SPACING= HEIGHT IN FEET X 100 DECREE MC1E ALONGSIDE THE WATTLE SPACING=(HEIGHT 4' O.C. ALONG ENTIRE WATTLE LENGTH ROPE GRADIENT �C�R1pi�O�F WEEPER DITCH CHECK/ E DITCH CHECK WITH WATTLE REAST[h 2-I0 ENGINEERING DEPARTMENT 5302H F1CF Nae a\ENa\sPEls\salmi I. PLAN VIEW L 3 r2' TO 3" WASHED ROCK IA E DRAINAGE WAY _ - 3 L = 2W 5' MIN. II SECTION A -A b9ff-: I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 4nt� /��'�� 0=3' MIN, 5' MAI( DIRECTION OF W=10' MIN, 25' MAX SURFACE FLOW W(FT.)= 10 X DRAINAGE 1 1 AREA (AC.) 1.5• 41N. D DlS LCEOTEXTILE NATHAN R. HERMAN, P.E. Date: O S 8 L Lic. No. 26147 05/05/04 FABRIC �11 MIN. REVERSE GRADIENT III TRAP OUT NOTE W 2- TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. DESIGN VOLUME IS A MINIMUM OF 1BOD CUBIC 1 ^ FEET PER ACRE OF T W CONTRIBUTING DRAINAGE AREA Wlff TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS RIMSED: 2-10 ENGINEERING DEPARTMENT Pure DIE N,7 -Q W 53021 Ir .Rna r . r .o. TKOoxu.11 O ll IorYla.. p 10171 PEDESTRIAN ACCESS ROUTE CURB A GUTTER DETAIL mow. ®uiuopoR )msxr p p x.a •also .reRn GNB AND GUTTER p wa B➢FMLDIE fq IB q aN UWP ICiR¢If5 wILS .xm fxoo x �Iw R Ri9RlKRKx. 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NOTE- Although OTEAlthough pegging on sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sotl including repair or replacement of sod which becomes displaced or damaged due to lad of protection or proper care. ®iIIP SOD PLACEMENT RLvffD: 110 ENGINEERING DEPARTMENT PMArz RLE N ME.G G \W, , 5303 _aws ,.is fpr'—'gx'p...7F w KVYd NG M1P nle DETECTABLE EDGE WITH CURB AND GUTTER p APPROACH ROSE DETAIL rw DoKrlR.wl m or TIVI ffm O PERPENDICULARscu r i p. 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RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 4nt� /��'�� aas SGR�F w p om SAT H RE—BERGQUIST, INC. N w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4715-60W `� c"ERs 90- CITY PROJECT NO. DETAIL SHEETS ARBOR GLEN CHANHASSEN, M N eiiiiiiiiiiiiiiii FILE NO. 23605-001 DLS — DRAWN BY CHANHASSEN, MINNESOTA 12 12 DLS CHECKED BY DlS r¢W�is NATHAN R. HERMAN, P.E. Date: O S 8 L Lic. No. 26147 05/05/04 _ xx r la`i R r mus are ;.j.= r ' :fasY• V CUB ADJACENT TO LANDSCAPE V CURB INTERSECTION _ ase snw+ sq>n.0 [Hofs y^ Wim, A - . 9 e.l• _. - i, CMaEEE�[ aqM±=d Y F' al THISIDEWALK SECTION a WITHINN INTERSECTION CORNERMi r0. rwSR vrag[ SIDEWALK REINFORCEMENT©© iX • ocsomu rWe ry.onr V CURB ADJACENT TO LANDSCAPE calls a1RSM SmnAX LWS tl CURB ADJACENT TO BUILDING OR BARRIER wanWt rwa .TES MIL /LL v axe marV;fe, AFr3 YMII alxw [rMEI[ r[ LR.v � woo we ¢sea®.rwWw aVIL Ker-r+A.o,w, [rrmeoMKlart R xOlKpf iW A .aY6x rear0 T' .ne, I /\ I I RazE v K .sm w5A sK zmrx srfs .a —n R M. xLas nes.,R.. mKr Wx. Wrw NaYSW .re ea .w ., n. SMllrll 6L A11e2 s 4 1.wRRlw Ycrw acus asm lac sxsw. sum (� ILL v UW 9r� WTq elnW r tllMllf KIl" iwa ©© [o¢ H+Rw Kr *Rrcma s.0 a Ywm r swee KM rxT Swll R 1 A eLxKw pISfK SxAM r Rx® v41xR Q W.YEe ®K „ ¢-1 se 1FLTArE xPllia 9 . E. i0ii 1. 9¢L E RALwif wio ww 9Wx na ¢f¢vfHE 1a¢0¢n TMM1 li' �eP3IEe Ix�a H alaf� fo 1.a IEME911w1[. rcfe -IL.Mile x ©K0./®Sr.ne Gh5 w¢tiE It.3 .a¢rfK xi,— Swww RE. b0. py-W x.x v xvs'rxr°'x°o" sus xf CONCRETE WALK EDGES ADJACENT mrTavmow. — e'yr� a..=17". TO CONCRETE STRUCTURES © aRWlr awlwrnnsAoas r. RAILROAD CROSSING �ns�s ono. I= AmsrxTRxr o[f.¢s w 1w em PLAN VIEW ¢°a'm` "® �rDr.rff aaR. PEDESTRIAN CURB RAW DETAILS d�� VL..dN"", ��f 2-9-2015 ISTANDARD PLAN 5-297,25707F5 OF 5 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 4nt� /��'�� aas SGR�F w p om SAT H RE—BERGQUIST, INC. N w 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4715-60W `� c"ERs 90- CITY PROJECT NO. DETAIL SHEETS ARBOR GLEN CHANHASSEN, M N eiiiiiiiiiiiiiiii FILE NO. 23605-001 DLS — DRAWN BY CHANHASSEN, MINNESOTA 12 12 DLS CHECKED BY DlS DATE NATHAN R. HERMAN, P.E. Date: O S 8 L Lic. No. 26147 05/05/04 ENTRANCE MONUMENT C.S.A.H NO. 18 (LYMAN BLVD.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. ----------- \ I 0 O Z 2 H H co 11 SITE INFORMATION CURRENTLY ZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK WETLAND CITY CODE TYPE PERMANENT BUFFER WIDTH STRUCTURE SETBACK RILEY PURGATORY A2 AGRICULTURE RESIDENTIAL 1.2-4/AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) MANAGE 1 25 FT 30 FT 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR ARBOR GLEN CHANHASSEN, LLC. 150 S. BROADWAY MAJOR CONTOUR WAYZATA, MN 55391 CONTACT: LOT LINE TOM GIANNETTI PHONE: (952) 476-6000 2899 HUDSON BLVD. FAX: (952) 476-0104 WATERMAIN _WM— —WM BUILDING SETBACK BOUNDARY tgiannetti@stpaulhd.com CONTACT: 0DATE5 1 FINAL PLAN SUBMITTAL DANIEL SCHMIDT PARCEL BOUNDARY LINE schmidt@sathre.com DRAINAGE AND UTILITY EASEMENTS CURB AND GUTTER RIGHT-OF-WAY DRAINTILE W/CLEANOUTS 0 • - - BACKYARD CATCH BASIN —310---�-�� —- — CATCH BASIN —3b— STORM SEWER MANHOLE 30 0 H 30 a M FLARED END SECTION WIRIP-RAP STORM STUCTURE LABEL 20 SANITARY STUCTURE LABEL 3 O SANITARY SEWER MANHOLE —�-�— HYDRANT —WM--X—WM— —WM GATE VALVE —WAR WM— —WAR WM— WELL O OO DRA•1 FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE BARRICADE ® OR ® Ti OR SPOT ELEVATION TBC SPOT ELEVATION •� '�° UTILITY POLE Cob LIGHT POLE HANDICAP PARKING SPACE ® `� WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND 11 LOCATION MAP 11 PREPARED BY PREPARED FOR 1 Title SATHRE-BERGQUIST, INC. ARBOR GLEN CHANHASSEN, LLC. 150 S. BROADWAY Sanitary Sewer and Watermain Plan WAYZATA, MN 55391 CONTACT: 6 TOM GIANNETTI PHONE: (952) 476-6000 2899 HUDSON BLVD. FAX: (952) 476-0104 ST. PAUL, MN 55128 http://www.sathre.com PHONE: (651) 264-3388 DLS 10 MDM 07/26/16 GRADING REVISIONS tgiannetti@stpaulhd.com CONTACT: 0DATE5 1 FINAL PLAN SUBMITTAL DANIEL SCHMIDT schmidt@sathre.com SHEET INDEX TABLE SHEET Description 1 Title 2-3 Street Plans 4 Sanitary Sewer and Watermain Plan 5 Storm Sewer Plan 6 Grading Plan 7 Erosion Control Plan 8 Landscape Plan 9-12 City Details JAN 2 5 2011 50 25 0 25 50 100 0 0 0 ■ CITY OF CHANHASSEN SCALE IN FEET RECEIVED JA" ' ',j - CHANH v PLA14 NG O DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE , INC. DISE INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA &dl /��'�%7 E� as ' �, " o ,,,., m c�FRs s� R� F� °v SATHRE-BERGQUIST INC. N ' CO 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 �� P�Pa� CITY PROJECT NO. TITLE ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC FILE NO. 23605-001 — EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS CHANHASSEN, MINNESOTA DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS 1 A IJW 08 MDM 07/19/16 REVISED SHEETS CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS DLS 10 MDM 07/26/16 GRADING REVISIONS DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 0DATE5 1 FINAL PLAN SUBMITTAL ---------------- C.S.A.H NO. 18 (LYMAN BLVD.) ENTRANCE 30' I T_ 0 O Z W E -- Q 'H VJ PL 15.0' CL 15.01 PL L to Back �J to Back 12.0' 1 12.0' Wear Course to be 1/2" Above Edge of Gutter I I 1 1 3.0% 2.0% � N 4" Topsoil, Seed y & Mulch or Sod. Draintile Surmountable - Concrete Curb NOTES 1.5 : 1 1Draintile 1 1/2"-MNDOT 2360 SPWEB340B Tack Coat - 2357 2"-MNDOT 2360 SPNWB3308 12" -Class 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Borrow (*See Note 7) 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%- 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. my OF TYPICAL �R111111��yQ��,� RESIDENTIAL CIl�nil�W STREET SECTION REVISED: 4-14 PLATE NO.: ENGINEERING DEPARTMENT 5200 FILE NAME: G:\ENG\SPECS\5200 FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE 950 940 930 920 910 "11 ROAD 1 Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 65.00 32.72 S2" 47'45.88"E 37°34'11" C1 0+32.72 60.00 51.84 S27" 32'58.46"E 49030'25" L2 0+84.57 U 24.01 S52" 18' 11.03"E C2 1+08.57 60.00 54.74 S26" 10'08.09"E 52016'06" L3 1+63.31 36.50 SO" 02'05.14"E C3 1+99.81 65.00 89.11 S39" 18' 30.30"E 78032'50" C4 2+88.92 406.00 105.43 S71" 08' 33.72"E 14052'43" C5 3+94.35 244.00 78.71 S72" 56'42.08"E 18029'00" L4 4+73.06 40.09 S82" 11' 11.95"E ROAD 2 Number Station Radius Length Line/Chord Direction Delta Angle L5 0+00.00 65.00 73.81 S24" 50' 03.62"E 37°34'11" C6 0+73.81 49.87 56.75 S57" 26'04.38"E 65012'02" L6 1+30.56 U 24.89 N89" 57'54.86"E ROAD 3 Number Station Radius Length Line/Chord Direction Delta Angle C7 0+27.27 65.00 42.62 N20" 15'53.16"E 37°34'11" L7 0+69.89 I ELEV:921 80.37 N1" 28'47.65"E a K:36.00 WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT 0 0 v LVC:50.95' + + 0 N M HIGH PT STA: 1i W HIGH PT ELEV: 4 a a I VI STA:1+50 I ELEV:921 v a K:36.00 �w m U >m m LVC:87.01' LOW PT STA: 2+68.50 LOW PT ELEV: 918.49 PVI STA:2+25.00 PVI ELEV:918.93 K:36.00 950 ",1 930 920 910 '11 CD a1 p O a] 'a t0 r ,� w N v N r� O + O) r O 1n Lo (+1 N W Co O M N (o M, Co O OD r O M 0) O Q) 0i N r r r N r M N f� (1 r r 50 25 0 25 50 100 N v N N v co M N N N N N d 0) r n a M N^ M 0 0 N N M M V N O N O ON) 0, N O CNI n' N O 0I Q7 N d1 01 O M M M a) 0) a) M M a) M M a) M M a) a) p) M D1 0) D) O) T O) 0) D) a) 01 SCALE IN FEET hORI�\ -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I Eas SV FINAL STREET PLAN 23605-001 EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT E R� AM l� �� SATHRE-BERGQUIST DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT v ° INC. IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE ✓�STAT rEypOF MINNESOTA. W m ) INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. HANHASSEN ARBOR GLEN 2 CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS o # 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m ' MINNESOTA DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE 11 DLS 09/12/16 WATERS HEDDISTRICTREV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. c�FRs P�Pe�`' ARBOR GLEN CHANHASSEN, LLC 12 04/08/15 1Z ULZ:i ulizollf FINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 0 0 Lh 0 0 M N Z W J O O m X all G GJ <C «IN 77 C.S.A.H NO. 18 (LYMAN BLVD.) (64'4Z6)- O /I \X ENTRANCE BERM ' \ BERM I MONUMENT OUTLOT B �o. '.'APS BROS. 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M N O— 0� O Co CO M p In 010 Cc Ui �_ Ln.4 LO V O CD O(D O W d) T d1 m O Hn n a7 -0+50 0+00 0+50 1+00 1+50 2+00 .,1 930 920 910 2+50 E I WARNING 3a HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From 50 25 0 25 50 1100 MAGELLAN PIPELINE, L.P. ■ 0 0 0 ■ A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT SCALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR O R S ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AMADULYREGISTEREDPROFESSIONALENGINEERUNDERTHE LAWS OF THE STATE OF MINNESOTA. fags lac � � 2 � SU R� �� o SATHRE-BERGQUIST, INC. A m CITY PROJECT NO. FINAL STREET PLAN ARBOR GLEN FILE NO. 23605-001 — EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS HANHASSEN DRAWN BY 07 MDM 07!15/16 REVISED EASEMENTS 3 IJW 08 MDM 07/19/16 REVISED SHEETS 09 DLS 07/26/16 WATERSHED REVISIONS A/ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ��Q/ '',,00✓ D1 /a �^�— m N w 01148 y � `` MINNESOTA ARBOR GLEN C H AN HASS E N LLC 12 DLS 10 MDM 07/26/16 GRADING REVISIONS 11 DLS 09/12/16 WATERSHED DISTRICT REV. Daniel Schmidt, P.E. DATE FROM ILLEGITIMATE USE. Date: 01-11-17 Lic. No. 26147 ?0, , 04/08/15 101/25/17FINAL PLAN SUBMITTAL BERM �c >< BERM K b \ GAS GAS GAS GAS GAS GAS a GASGAScns cns cns- OUTLOT A I CKHY 20' SETBA2 1 I I I _ I-- I- j_ _ P 1 (vst > I 11 I AeK�oha "R I 07j� I I 1 M1 1 - r =72 F7 HBOE=917.7 sST I m '�N� Vrn 8' L ml ozwS'LL6ja=»e -- T-- 1 1 I U) CD u)Ln �CoQMo Q 1 MMS (E36) (9' 6) I Xlr rn rn 0) M I- F 1 = oo Q Go in f 0 z ( 8 I 1 S'0l6 H8 I I �J I I (9 l6) I I pp�++ 7 0 � LL LL J O LL rn P DFPn 8'6L6H1 8� I I I 4 I 7 1 I Ica °h 0� _j Co 1 9'6L6HJ I 8'81.61 O'LWJS I 1 IIJ--------4 L -f-- - 1 \ 2 \ R CB sals�� I B I ools�a I oe=I l 1 --------_ J�C1i� �\Om\Os •, ��gX: I I I O� I 8� 1. £'6 L6 H1 ( III a0ej 1I £L6H I ' I o .q o oao _L kl* °D °' 4oLLs� so �N o 06LISJ� ze' . 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J r s/ // /Up es // CD o eF 94 GP / GF '��° pO},�N °' °' O °' - IP DEP" tl l a/ T 7 !DRaN A C7 E m jam. / IIIIIIIIIIIIIIIIIIIIII17 w 1 F9 v \ a� 10' 788 I HBOF � � - - -- -- -- - I � IIIIIIIIIIIIIII I I I I I I I I I I I J r�,,e 8/ /l eF�lti0 LIII,ILILILIIIIIIIIILIIIIIIIIIIL. 8a III I I I I I1I1I1VI1I1II1IIII IIIIIIIIIIIIIAIIIIIIIIII`IIII� IIIII/ I/ I/ r�� 0 c"0 V LX ° STMF9Q�ol�'a 106Veg� .............. ° f 45a 22.5' /5�016`6// Gc 9WETLAD BUFFER 1p9' /ews7� s> $0so / / 1949 14 NT I IIIIIIIIIIIIIII s/ s? q C C ryEaEE�� -VANE _ Gc sia.s Heoek 17.E I I I I I I I I I I I I III / (90 1P 9// TFs976o 1 1 GF 915.5 I I I I I I I I I I I I I I. // eFWo 3 1 1 "TF 917.5 I c ILIIIIIIIIIIII r / / 90e I I WO I III Q I I BF 907.5 I C 00 I I I I I I I I I I I< ft'3/ I I I v IIIIIIII at� III I W WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) y1C7:81191949 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. T_ Z W U) REMOVE AND REPLACE EXISTING eza CURB 940 9301 9201 9101 •11 :•1 1 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. THE TRENCH DIMEN I NS SHOWN 920 STA:0+00.0 STA:0+08.4 ARE APPROXIMATE. E ACTUAL jjj I 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. DIMENSIONS SHOULD E DESA NEC( BLD: 21.6 BLD: 25.8 BLD: 25.9 BY A BY THE CONI CTOR IN 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. ACCORDANCE WITH I HA I - EXISTING WM LOC REGULATIONS.. X TRENCH BOX -20L'; [jj 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. TOP OF EXC.-44LX 2 FROM ALTA. FIELD VE Y AN' EX MH 1 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. TC 923: INV.897.94EX. 46W, 1 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED 11.25' & 22.5" CD M MEGALUGS UNLESS OTHERWISE NOTED. o CB 34 g" GV Z CB 33 TC 922.93 15"INV.917.82 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. TC 922.75 T-914.7 _ 8X6 TEE T- 9 .7 15"INVAI8 11 T- 914.8 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 3.4 CI I 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE 8" C900 WATE WATERMAIN FOR THIS PROJECT. 22.5'8"B -ND OSA 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. T- 914.8 I � 1 C 11.. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). 8 X POLY WRAP ALL HYDRANT BARRELS J O ii) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 5.7' 12. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). DIRECTIONAL Pvc 9.4 LF @ 0.64% 8" pVC HDPE My 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. - G 0 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERNVATERMAIN rn rn M CONNECTION. > 15. SANITARY SEWER AND WATERMAIN SHALL BECOME CITY OWNED AFTER CONSTRUCTION AND ACCEPTANCE BY CITY COUNCIL. Z C.S.A.H NO. 18 (LYMAN BLVD.) (ab'4Z6)- z BERM �c >< BERM K b \ GAS GAS GAS GAS GAS GAS a GASGAScns cns cns- OUTLOT A I CKHY 20' SETBA2 1 I I I _ I-- I- j_ _ P 1 (vst > I 11 I AeK�oha "R I 07j� I I 1 M1 1 - r =72 F7 HBOE=917.7 sST I m '�N� Vrn 8' L ml ozwS'LL6ja=»e -- T-- 1 1 I U) CD u)Ln �CoQMo Q 1 MMS (E36) (9' 6) I Xlr rn rn 0) M I- F 1 = oo Q Go in f 0 z ( 8 I 1 S'0l6 H8 I I �J I I (9 l6) I I pp�++ 7 0 � LL LL J O LL rn P DFPn 8'6L6H1 8� I I I 4 I 7 1 I Ica °h 0� _j Co 1 9'6L6HJ I 8'81.61 O'LWJS I 1 IIJ--------4 L -f-- - 1 \ 2 \ R CB sals�� I B I ools�a I oe=I l 1 --------_ J�C1i� �\Om\Os •, ��gX: I I I O� I 8� 1. £'6 L6 H1 ( III a0ej 1I £L6H I ' I o .q o oao _L kl* °D °' 4oLLs� so �N o 06LISJ� ze' . O'8HO E CIP m LL p I 12 O L-------- ' Lcy2p /�_ Bpi L /�- © ) - - --- ---� ❑ oam c� o008 6- 9, 00 OD 'Dw E9�91 CS Ti - 4�c9o m� m FJO m nP5H 2 Gp8e - I 11 eF9o9 p/ l 10' 9'93 / l / `� � 10 _4 Iry / / GFs,B / r \ °5"e•e ^ry / - = TFg7 0 / FNO 5 / / IIIIILIIILIL. J r s/ // /Up es // CD o eF 94 GP / GF '��° pO},�N °' °' O °' - IP DEP" tl l a/ T 7 !DRaN A C7 E m jam. / IIIIIIIIIIIIIIIIIIIIII17 w 1 F9 v \ a� 10' 788 I HBOF � � - - -- -- -- - I � IIIIIIIIIIIIIII I I I I I I I I I I I J r�,,e 8/ /l eF�lti0 LIII,ILILILIIIIIIIIILIIIIIIIIIIL. 8a III I I I I I1I1I1VI1I1II1IIII IIIIIIIIIIIIIAIIIIIIIIII`IIII� IIIII/ I/ I/ r�� 0 c"0 V LX ° STMF9Q�ol�'a 106Veg� .............. ° f 45a 22.5' /5�016`6// Gc 9WETLAD BUFFER 1p9' /ews7� s> $0so / / 1949 14 NT I IIIIIIIIIIIIIII s/ s? q C C ryEaEE�� -VANE _ Gc sia.s Heoek 17.E I I I I I I I I I I I I III / (90 1P 9// TFs976o 1 1 GF 915.5 I I I I I I I I I I I I I I. // eFWo 3 1 1 "TF 917.5 I c ILIIIIIIIIIIII r / / 90e I I WO I III Q I I BF 907.5 I C 00 I I I I I I I I I I I< ft'3/ I I I v IIIIIIII at� III I W WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) y1C7:81191949 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. T_ Z W U) REMOVE AND REPLACE EXISTING eza CURB 940 9301 9201 9101 •11 :•1 880 SANITARY STATIONING -1+00 0+00 1+00 2+00 3+00 CROSSROAD COURT STATIONING 0+00 1+00 EXISTING GRADE 922.0 --EST. TOP -OF -PIPELINE - 917:0(FIELD 1 �- VERIFY PRIOR TO CONSTRUCTION) MH STA:3+/ PROPOSED GRADE -921.8 i PROPOSED ROAD BASE(39")-918.25 RIM:922.7 BLD: 21.6 STA:4+09.2 MH 3 _ ---- _-------- lip RIM:920.9 STA:4+51.8 RIM:919.6 M5 4 EXISTING WM Loc - BLD: 19.4 BLD: 17.9 STA:+23.7 FROM ALTA. FIELD VE Y RIM:918.2 _ EXISTING WM LOCA_TIO - 48 MIN I BLD: 16.1 CONNECT TO B. GV 11.25" 8 22.5" EXISTING T- 914 7 12" GAS g• BENDS 7.5' MIN 7-914.8 - - 3.4- PIPELINE _11.25"822.5 ^ - 8" BENDS T- 914.8 1INV: 906.7 5.7' 930 tPVC MH5 MH 1 MH EX. 1 MH 1ASTA:3+22.5 STA: -0+27 920 STA:0+00.0 STA:0+08.4 - --- BLD: 12.7 RIM:922.7 RIM:923.7 RIM:923.9 HYDRANT HYDRANT BLD: 21.6 BLD: 25.8 BLD: 25.9 --------------- -------- 6" VALVE - BLD: 12.7 BLD: 12.2 - EXISTING WM LOC HBOE = 918.1 FINISHED HBOE = 916.7 LF @ 0.47°,6 N FROM ALTA. FIELD VE Y AN' 0 ----- EXISTINGWM LOCATIO 1. CP 48"MIP 11.25' & 22.5" CD M CONNECT TO o > ASBUILT PRIOR TO WATERMAIN Z g" GV Z INV: 91 J2_8 EXISTING °� T-909.8 T-914.7 _ 8X6 TEE T- 9 .7 V. 911.9 T- 914.8 T- 910.0 ZZ 3.4 T-908.5 8" C900 WATE 22.5'8"B -ND T- 914.8 1 8 INV: 906.7 T 5.7' DRILL 316.5 L.F. TO EX MH 1B" 8" PVC SDR 26 DIRECTIONAL Pvc 9.4 LF @ 0.64% 8" pVC HDPE 86.7 LF 0 309.8 LF @ 1.00% ' o rn rn M > ID CO Z z 880 SANITARY STATIONING -1+00 0+00 1+00 2+00 3+00 CROSSROAD COURT STATIONING 0+00 1+00 EXISTING GRADE 922.0 --EST. TOP -OF -PIPELINE - 917:0(FIELD 1 �- VERIFY PRIOR TO CONSTRUCTION) MH STA:3+/ PROPOSED GRADE -921.8 i PROPOSED ROAD BASE(39")-918.25 RIM:922.7 BLD: 21.6 STA:4+09.2 MH 3 _ ---- _-------- lip RIM:920.9 STA:4+51.8 RIM:919.6 M5 4 EXISTING WM Loc - BLD: 19.4 BLD: 17.9 STA:+23.7 FROM ALTA. FIELD VE Y RIM:918.2 _ EXISTING WM LOCA_TIO - 48 MIN I BLD: 16.1 CONNECT TO B. GV 11.25" 8 22.5" EXISTING T- 914 7 12" GAS g• BENDS 7.5' MIN 7-914.8 - - 3.4- PIPELINE _11.25"822.5 ^ - 8" BENDS T- 914.8 1INV: 906.7 5.7' 930 tPVC MH5 MH 5 MH7 STA: -0+27 920 RIM:915.9 STA:7+66.4 BLD: 12.7 STA:9+07.4 1T910 •11 890 0 N 0 rn •,1 930 920 910 T- 913.71 tPVC MH5 MH6 MH7 22.5° 8" BEND - T- 908.6 T- 905.4 CP rn STA:7+66.4 STA:8+31.8 STA:9+07.4 HYDRANT HYDRANT HYDRANT RIM:915.9 RIM:915.7 RIM:917.1 = _ 6" VALVE 6" VALVE s vALVE BLD: 12.7 BLD: 12.2 BLD: i HBOE = 918.0 HBOE = 918.1 FINISHED HBOE = 916.7 LF @ 0.47°,6 N ai GIROI AN' 0 042.6 M? rn THE SANITARY SEWER SHALL BE CP rn 11.25' & 22.5" CD M o > ASBUILT PRIOR TO WATERMAIN Z 8" BENDS Z INV: 91 J2_8 -- °� T-909.8 8X6 RED. _ 8X6 TEE T- 9 .7 V. 911.9 22.5" 8" BEND T- 910.0 ZZ T-908.5 •,1 930 920 910 T- 913.71 tPVC 40.4 LF @ 0.50%11.25° & 2: CD o 8.8 TEE 4. t'11\J11 T- 908.7 T: 22.5° 8" BEND - T- 908.6 T- 905.4 CP rn > > a" PVC SDR 26 0 8" PVC SDR 35 8" PVC SDR 35 65.4 LF @ 0.46°b 8" PVC SDR 35 75.6 LF @ 0.53% q 8" PVC SDR 26 SDR 72.1 LF @ 0.55% 2391 LF @ 0.46% N 900 86.7 LF @ 0.46% LF @ 0.47°,6 N ai 0 0 042.6 M? rn THE SANITARY SEWER SHALL BE CP rn CD M o > ASBUILT PRIOR TO WATERMAIN Z Z Z Z °� rn INSTALLATIONTO VERIFYTHAT1T ZZ MEETS A MINIMUM GRADE OF 0.403 Z MH 8 STA:0+89.0 MH 9 EXISTING RIM:914.5STA:1+'An . GROUND" BILD: W.7 RIM:914.2 BLD: 10.2 HYDRANT \ 6• VALVE WISHED HBOE = 913.5 IN x TEE 45.& 225-8- 8" C900 WATERMAIN 3.9 BENDS T- 902.4 8" Pvc 115.8 LF @ 0.52% 11.25'& 22.5`, 8" BENDS T- 906.4 - a" PVC 40.4 LF @ 0.50%11.25° & 2: CD o 8" BENDS 0 0 T- 905.4 CP rn > > Z - Z 930 920 • 1' 930 920 910 e 8+00 :•/ GV FIELD VERIFY EXISTING WM 8" 8' GVgo28 LOCATION. 45"&22.5"8" --- ----- BENDS CONNECT TO T- 902.4 EXISTING T- 904.7 45" & 22.5" 8" BENDS T- 900.9 930 920 910 "11 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACTSTORM STATIONING 1+50 2+00 3+00 4+00 4+50 890' 1 890 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR . PRIVATE DRIVE STATIONING 0+12.4 1+00 1+50 1+95 0+50 0+00 1+00 2+00 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FINAL SANITARY SEWER AND WATERMAIN FILE NO. Rs s� EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �`' F� PLAN 23605-001 DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT m SATHRE-BERGQUIST, INC. IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. _ °v CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. �c�L� 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 HANHASSEN ARBOR GLEN 4 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �47 MINNESOTA DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. Cq.FRs ?0. ARBOR GLEN CHANHASSEN, LLC 12 04/08/15 1 2 FINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 17 930 C"S.A.H NO. 18 (LYMAN BLVD.) t64'hZ6;L - I 920 EX.2 z 0 910 O r O W Q F_ W REMOVE AND REPLACE EXISTING 624 cum ` 111111-'�,�LLI 111116 I 1 1 1 PON CUTLET STRUCTURE - POND1s I I I I I I . NWL 893 TOP BACK _ _ _ _ _ _ I I I I I I X896 897.0 TOP FRONT HWL - 897.61 896.0 1111111 1111 •11 8901 -1i 930 920 910 •11 -1+ 930 920 910 900 890 B14 MH8 TC: 913.5 TC: 913.5 BLD: 4.0' BLD: 4.5' 'x ' A:4" 18.5'-12 "RCP CL.5 @ 1.08% 4.2' 0 coo 10 ooiv 0) 0) M 0i 0 000 m rnrnrn » > z zzz (V In N 0 00 0+00 00 930 920 910 "11 910 910 24" APRON LDIA:48.0" 12 CY CL.3 900 RIP -RAP 900 i 890 28.5'-24"RCP 45.(O'-15"RC P890 CLA @ 0.70% CL.5 @ -1.11% 880 880 8701- ' 870 -0+50 0+00 1+00 STRUCTURE TABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES 2 STMH 48" 897.3 4.8' 892.5 R -1642-B 0 3 CBMH 48" 908.9 8.2' 900.7 R -1642-B of 03 4 CBMH 48" 909.0 4.0' 905.0 R-4342 FINIS 5 CBMH 48" 911.4 4.1' 907.3 R-4342 6 CBMH 48" 917.8 9.6' 908.2 R-4342 123.9'-15"RCP 7 CB 27" 913.5 4.0' 909.5 R-4342 8 CBMH 48" 913.5 4.5' 909.0 R-3067 9 CBMH 48" 914.1 4.1' 910.0 R-3067 10 CBMH 48" 914.9 4.1' 910.8 R-3067 11 CBMH 48" 916.0 4.3' 911.7 R-4342 12 CBMH 48" 916.9 4.7' 912.2 R-3067 13 CB 2'x3' 916.8 4.0' 912.8 R-3067 14 CB 2'x3' 913.5 4.0' 909.5 R-3067 DRIVE OVER CASTING M4" EXISTING GROUND - - B-- - - - - CBMH 5 TC: 913.5 -- BLD: 4.0' TC: 911.4 CBMH 4 27" FINISHED BLD: 4.1' TC: 909.0 GROUND DIA: 4 . BLD: 4.0' TC: 908.9 4 IA' BLD: 8.2' DIA: 4 " 214.4'-12"RCP '� CL.5 @ 0.47% 0 0 112.8'-15"RCP of N \O CL.5 @ 0.80% 108.3'-15"RCP DOmo co CL.5 @ 2.12% 63.1'-15"RCP z CD 0) MC OOCL.5@0.48% 55 rn l� 0 0 Z Z 001n Lo 00 O N -- m0) OO �W� In IV i i 0) 01 0 0 14 Z_ Z Z Z 0) 0) toLO >>> O In Z Z Z In In In 0+00 1+00 CB 13 CBMH 11 TC: 916.8 CBMH 12 TC: 916.0 H 1 BLD: 4.0" TC: 916.9 BLD: 43 TC: 914.9 FINISHED :4 " BLD: 4.1- y ' BLD: 4.T GROUND _ .4 " DIA:4 .0" EXI: 2. 148.7'-15"RCP 2.9 2+00 3+00 930 MCBM9 LCBMH8' 3 TQ 9089 BLD: 8.2 DIA: 48.0" CL.5 @ 0.34% s.r 86.4'-15"RCP 52.0'-15"RCP 9.6 22.9'-12"RCP CL.5 @ 0.93% CL.5 @ 1.15% °oo 0 0 CL.5 @ 1.31 % 1 2.3'-1' C,i 1 N? N 37 1' 15"RCP >o 1 1r 4+00 920 920 910 910 900 @ CIL c3 a 24 892.0 .5@2.43% 00 FES 000 892.0 9 C.Y. 0 0 o co v 4' SUMP WITH STMH 2 0) of 03 rnrn DISSIPATER 000 TC: 897.3 FINIS rnwrn BLD: 4.8' » 'DIA: ZZ FES 1 ZZ 24" APRON 123.9'-15"RCP z 12 CY CL.3 to -RAP 000 10 (V >o 1 1r 4+00 920 920 910 910 900 900 890 In 880 870 930 920 910 •11 890 885 5+00 5+25 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP 1 FES 24 892.0 12 C.Y. 15 FES 24 892.0 9 C.Y. OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL 16 OS 892.0 SEE STRUCTURE DETAIL GROUND 892.20 BLD:8.2' BMH 3 TC: 908.9 � EXISTING GROUND BLD:8.2' DIA: 48.0" 4' SUMP WITH STMH 2 ENERGY DISSIPATER TC: 897.3 FINIS BLD: 4.8' GROUND 'DIA: FES 1 24" APRON 123.9'-15"RCP 12 CY CL.3 CL.5 @ 9.20% -RAP 000 r` 0) r - CD rn rn 1 9'-24"RCP CI..4@2.51% :�; 5 5 Z Z Z Cl) M In in io C3 M N M N mm Z Z Z N r V N 1+00 2+00 3+00 4+00 4+25 -0+50 0+00 1+00 920 910 •11 :"1 i:l 870 2+00 U.DU I I 1 BOTTOM -891.5 I I / I TOP WEIR- 896.1O.a'SLOT I WARNING SLOT INV -894.6 HIGH PRESSURE PIPELINE 15" RCP 5.0' Excavation and/or Construction Prohibited INLET I ti0 R S 12" RCP Without compliance with State One -Call, AND NWL 891.0 OUTLET 1 0.50' Without Written Permission From 50 25 0 25 50 1100 lmmlismiiil nom EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT MAGELLAN PIPELINE, L.P. E E T ■ LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) SCALE IN FEET ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. �`' as� EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EEs FINAL STORM SEWER PLAN 23605-001 F� DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. W N SATHRE-BE RGQU IST , INC. INDEMNIFY SATHRE-BERGOUISE INC. OF ALL RESPONSIBILITY. &4-Z ��CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 HANHASSEN ARBOR GLENSATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m 0 DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING�� MINNESOTA ARBOR GLEN CHAN HASSEN LLC DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. c�FRs P� Pa`' , 12 0DATE5 1125117 FINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 0 0 c M N z LU J W O DO of Q _ 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE - - - _ ENGINEER. 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. \ - _ _ _ _ - _ 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE 13. RESTORATION -3.4 ACRES C . S . A. H N O. 18 (LYMAN BLVD.) POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. A. RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS / ^ "+ SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MINI 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20-0-10 AT 100 i - AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. LBS./ACRE. - -- C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBSJACRE. BUFFER VEGETATION NOT TO BE FERTILIZED EX. 2 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE D. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-410 AT 100 ROCK ® - - - - - - _ NPDES PERMIT. LBS./ACRE. (UNLESS OTHERWISE NOTED) O - ' •• BUFFER AREAS NOT TO BE FERTILIZED \ ENTRANCE 5. LINE ALL PONDS WITH A MINIMUM 3' ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE- - \ \ \BERM 4 I Ck O, + `) TOLERANT MIX. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR 9� t GREATER. -- - - 22 ' 1( 1 - - - - - - - - - Ol O ,\ 61 -6 fi. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS eNTRANCE _ _ BERM__ K g COMPLETED. REFER TO CITY DETAILS ST -22 & ST -23 FOR APPROVED DEVICES. 928 ------- -� 7. STREET SECTION - MOTIUMENT C - - - - - - - Q I G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. - - - - - - - - 1.5" WEAR COURSE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. CONCR TE \ _\�-��"� �4----------- - W 2.0" BASE COURSE WASW T \ \ - - - WILLIAM S. PIPELINE EASEMENT _ - - I 1 O,SOO SOFT d 12' CLASS 5 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, - - \ \ 24' SELECT GRANULAR BORROW RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. CAT 3 EROSION 9 OTA gy- GASGAS GAS GAS GAS GAS \ GAS CONTROL BLANKET 8. DRIVEWAY SLOPES 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. GAS I MINIMUM -2.0% \ 920 �-- \ MAXIMUM -10.0% 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL r 0 B 1 2 - - - --� 9. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 17. SILT FENCE: BEFORE GRADING - 2000 LF 192 AFTER GRADING - 320 LF T & -7, 10. LO, SEWO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) =72 Ff 1 Tl ( 18. CAT 3 EROSION CONTROL BLANKET -10,8(10 SOFT � � T T'� z - -{ � '� � 1 /- � - _ � - - _ 1 7 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL. PROPER REMOVAL, ABANDONMENT OR SEALING OF ro _ - i0 °D O 1 ` STORAGE TANKS, ON-SrrE SEPTIC SYSTEMS, WELLS, ETC. IS REQUIRED. PERMITS ARE REQUIRED, AS APPLICABLE. 19. FINAL GRADING PLANS AND SOIL REPORTS MUST BE SUBMITTED TO THE INSPECTIONS DIVISION BEFORE BUILDING PERMITS WILL BE ISSUED ( 6 5'L16�9 2 �j �� I I 1 1 °°au Mo r O Z( 6) I P 20. ENGINEERED DESIGN AND BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING FOUR FEET IN HEIGHT. �a ax m 9 -OW �a s� 1 I a.#% . �1 p .I J I (s t s) I (ss> LL LL J o LL m c- / 1 I LL I 1 I J I 0 F J CO - 21. DEMOLITION PERMITS MUST BE OBTAINED BEFORE DEMOLISHING ANY STRUCTURES. / ,/ 8'g1,6�1 1 011,6 -AG I I _ --- HOLDDOWN DETAILS I 0'01.6 D L6 d8 0.606 HB I -- - 1 1 ,92 O 22. PERMITS FROM CARVER COUNTY WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING IN THE RIGHT OF WAY. (ie�// o c, \\ - 8i �].J y�y7 1 -- -j l 2� . f I I ${ jl 1 I L 1 J I I £ L t A1 1 0 I O O O O I j , F 23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS. £ U w =LL a.s% °D rn v � m E I O.6 L6 3J O�L L6 �cJ I I ♦� .- � $ 24. WETLAND BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADE AT LOWER ELEVATION OF RETAINING O o i \;1_ pl rn rn P '� o } H FINISHED GRADE PER -906- - 0"111.6 9O �I yi LL LL LL _ R M S WALLS. O N SB GRADING PLAN W T E L GARAGE FLOOR 25. WETLAND BUFFER MONUMENTS MUST 8E INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED. 900 ` �.9�92.5' BELOW GARAGE FLOOR 26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA -------- - --898 ` % ��`O�� / �� \ \ a \ ey+% � � 0 O ' , 1, 9� 1 W BFNVO ELEVATION 27. RETAINING WALLS TO BE CONSTRUCTED OF [MATERIAL] -896_ - '� / / �> �� O 0 r - GRND ELEVATION AT WO (XXX.X) 28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WALLS DO NOT STRUCTURALLY • rnrn rnrn TF g1g S / G' `o '^ T" LL' LL ..A O LL 1 I < CURB 2.1 REAR PAD ELEVATION IMPACT EACH OTHER -$s4_ I _ �� B / F9'9 j \ C7 F J m �T 6.0" FIRE NOTES: _ - \ Ep 0 \ �� S.e - - - BSMT FLR s% 3:1 MAX 909 7 /� 10. �9�3 / � � ,t(t \ \ "+' \ g`LO \ _ - TOPSOIL 2% 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF _8*7/ i \ \ BFB w' SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE � IT / / gOg O�j TF 918S / s. in °o REMOVEAND I / 3' i 9� l REPLACE \ 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. 8g I �/ ��7 1$8 . / \ \ \ m ExsTING624 25' 11' 14' 15' ✓- / rn P O o \ FIRE MARSHAL MUST APPROVE STREET SIGNAGE. \ I I I o Bw--°o.1._0 / ,/ / , BFg"✓Q l r� \ LL rn w W PT cuRe \ - F �,I m , 7 \ I \ 50' 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. 65' v I I I I I I I 65! PAD 6) // &��'p / v I _9�, 1 b r (UNLESS OTHERWISE NOTED) v88a� I I I I I I I I v �J '✓/�� \ V s - m �� 110 WALKOUT (WO) �9 S 0,o \ v a ► \ I �/ 8 ',\\ LL LL ILL V I, SUMP MA I E FINISHED GRADE PER S H GRADING PLAN ( / \� - I I R M SS GARAGE FLOOR \ WETLAND BUFFE I �97 I O N B �9 - W T E �� .5'L 2BELOWGARAGEFLOOR SPECIFICATIONS: � o.. TIN -M-0 10' 15' HT &OFr LOOKOUT ELEVATION h v ll 6 25.0' GRND ELEVATION AT LO (XXX.X) MONUMENT GF 995 - , M - - 2:1 BUFFER MARKER TEMPLATE: I I REAR PAD ELEVATION CONSISTS OF A POST AND A WETLAND BUFFER SIGN I \ / / '*TF 917.5 \ \ CURB TYPICAL LOT DETAIL 6Fo�� I <\ \ , , M _� 6.D" 3�% MIN.3:1 MAX ,(� \ / BW -917.0I TOPSOIL\ CLEAN WATER WETLAND BUFFER SIGNS . r �`�it` u HT -4.o rT BS F R �3b�3J \l\-- v �J II \ STARTS HERE MOUNTED FLUSH WITH THE TOP OF THE POSTS DENOTES LOT CORNER C/T O� .<` l \ _ ELEVATION /� / Ci �ti Bow -4 �� w 8%0 / r` ,. \ � 1W -W60 -W80 n j 15'FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS y 25'_'6'_20' 9oe o DENOTES LOWEST 3 C �� 894 ,_ VT C� -� + l- ", Bw-%6.0 I 50' 2.0 FT _nT=1a:0rs! I Tw-920.0 65' ADJACENT GRADE W-�_ BW -915.0 POST MATERIALS _ FIT -5.0FT 65' PAD RETWALLB - �--� O Hzt 1i STOW EA FOR (UNLESS OTHERWISE NOTED) ¢" X 4" SQUARE 1,53�SQ FT 6 � WATE RE SE SYST N LOOKOUT (LO) DENOTES LOT \ O NUMBER / \\ \ L 89 .0 \ 0 1 TW -W5.0 (995.6) DENOTES REAR OF \ 3 BW -7.0F TREATED WOOD OR OTHER CITY APPROVED MATERIAL o HT -7.0 FI. 1 BUILDING PAD I 1 6nL�+9I0 0 1 \ 913. I E POST INSTALLATION DENOTES BASEMENT I 6.0 o S FLOOR ELEVATION H FINISHED GRADE PER R M S INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE BF 993.1 DENOTES HOUSE " ` �" ` ` �' \ 'J' S GRADING PLAN DENOTES GARAGE LO 996.1 TYPE �` dA. I I \ i I I I 11 900.0 O N B GRADE. 7Q S\ \. Hw41s7.o W T EL GARAGE FLOOR FLOOR ELEVATION LO SET AT LEAST 42 INCHES IN THE GROUND p � / 5.0 FT \ "9INCI I I \ I \ 10' 15' 3.0' BELOW GARAGE FLOOR GF 1001.5 DENOTES SETBACK /�. +/-3:1 INSTALLED AT EACH LOT LINE WHERE IT CROSSES A DENOTES EASEMENT - LINE / v/�CI I I III I TWa16.o MAX WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 LINE TYPICAL RETAINING . _ \ I I W ,W�9Wa BW -9,3.0 -- /= 4 Bwaoo.0 M-5.OFf �� FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, 0A 120 L2 FT ENI�AMAr I - kHT-+.o FT 1%MIN. ��THE g93G g9',4.0 _ WALL DETAIL - - OV�RFLO�WRETINA� ` III II I '; \` `\ CURB .0 WETLAND) MONUMENT SHALL BE AT THE EDGE OF THE p tj' TOPSOIL PLACE ADDITIONAL POSTS AS NECESSARY DRIVEWAY SLOPE (PER GRADING I I TW-9170BSMT FLR TO FOLLOW BUFFER CONTOUR LINE PLAN ELEVATIONS) 4' MIS // / / I I I I HTFT25' 25' 15' I 50' 65' WARNING 1 i /l ii I i l l i 11 HIGH PRESSURE PIPELINE i I i / / �I I 1 I i i \ ENSURE FULL BA65MAo PADS ARE DRAINED (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) Excavation and/or Construction Prohibited PX -?� l I I 1 \ NOTES: Without compliance with State One -Call, AND ) / / / / / - "rte 44// / I \ 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW ` GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, ,/ I \ SUBGRADESHALLBEDOWN0.50FEET. STANDARD DETAILS Without Written Permission From \ / / / / / / / %� I I \ ` J 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY WETLAND BUFFER MONUMENT EASEMENT LOCATIONS. MAGELLAN PIPELINE, L.P. �� _ / / / / // / // // I \\ 3. THESE DETAILS REFERENCE A 8' POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S)` \� ` / �/� j /� / / i \ GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 0 0 0 0 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR SCALE IN FEET ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. tiO RS a DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I PSRS sO� AFINAL GRADING PLAN 23605-001 AM �� - m , DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT o IOk 0 SATHREBERGQUISTINC. - IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. = A CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. &L1&44LW 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 HANHASSEN ARBOR GLEN 6 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m (0MINNESOTA DLS 10 MDM07!26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING � DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. C�FRS Papa`' ARBOR GLEN CHANHASSEN, LLC 12 04/08/15 1Z I ULjFINAL PLAN SUBMITTAL Date: 01-11-17 Lic. No. 26147 \\\ 7 1,�7 C.S.A.H NO. 18 (LYMAN BLVD.) I \ ---------- ROCK �/ �-- —�� ---------------- L— -- 1 / �/-- /— ------ �\ ENTRANCE \ I / ETRANCE — _ _ x ERM A 0. M000 LIMENT / / CIL C6NCR TE / \ \ \ _ - WILLIAM S. PIPELINE EASEMENT _ _ _ _ ( 10,800S QFT I WAS`IQ T \ \ — GAS GAS\ \ CAT 3 EROSION \\ j OTA o cns cAs GAS—CGAs GAS GAs CONTROL BLANKET ? \ CAS \ i D BACK- 211 I i L LO CO 0\\8'6tt66�dJ1\8 I I $SM�Ua— (s s)0 _ s) \\ \ I (SAW7 \\ I II 1 \\ \\ J E)I I sets �1 I I f , I I I osos�a , , \ -Ao�o '\I E86�dJ1lII . I - , m I Z C3 -7 I \I \ o°°o°° o ooo ° ROCK ENTRANCE BERM O's16� Lt +_ D SILT FENCE __ _ _ rn r I \ `, \ \� J _ _ _ _ , N II w j j I POST GRADING SILT FENCE -------- \ �� `\\\ ` O \ \ — \ \ 10 , 1 7 \ I— I �I \\ \i \ �elp� BIO -ROLL \ \1 L' ° m �� lm I i I I—,\\\ \ ® CONCRETE WASHOUT 10'wa9��` /. \\ \ \ r — -- , I I I I I ( \ \ \ �\ Q INLET PROTECTION — / \ Tp\ 85 �I / CO , , REMOVE AN 1 \ I I I 1 I \ \ \ \ '_W8 \ \ �: / o ,,' ; ' s (/ j E%1511 GCz \ IIIII 1 \ \\\\� LLLLLLLLLL EROSION BLANKET \ I I / \ I / •- 1 ... CURB \ I \ LLLLLLLLLLLL \\ \ \ l T�97a�F \ , ,i \ I --\ I 1 I 1 1 \\ \ LLLLLLLLLL \ / 91\ 1 \\ \ I I I \rsos �7<5 \ \ \I I \ 1 1 I \ \ \ (�) \ we WETLAND BUFFER MONUMENT �� ov 1 \ \ \ \ \ \ I \ +\ + + + \ \ \ \\ LL LL rn v 7 \ \ \ \ \ 1 CONSTRUCTION NOTES \ ~ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ — , wv I I SUMP MA HOL� I \\ ( \ \ \ \ \ — — , , , i — — \ \ \� \ \ \ 1. ALL DITCHES AND SWALES MUST BE STABILIZED WITHIN T HOURS OF CONNECTING TO SURFACE WATER OR DISCHARGING OFFSITE. \ 2. ENERGY DISSIPATION MUST BE INSTALLED AT ALL OUTLETS WITHIN 24 HOURS OF BEING PUT ONLINE. \ I WETLAND BUFFE \ + 1\97 \ \ \ \ \ \ 3. ROADS MUST BE CLEARED OF TRACKED MATERIALS DAILY. 4. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO GREATEST EXTEND POSSIBLE 5. FINAL SITE STABILIZATION TO INCLUDE MINIMUM 6' OF TOPSOIL OR ORGANIC MATERIAL TO BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED 6. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER AND SANITARY WASTE AT THE CONSTRUCTION SITE 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS \ \ I I I \ �iC.Qws�GF 5 ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT `16•j\ \ / �\ \ 1 1 1 I 7.1. TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION 8. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THOUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18' WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS OR EXISTING VEGETATION PRIOR TO REVEGETATION OR OTHER STABILIZATION. 1 1 9. AT A MINIMUM ON DAYS WORK IS TO BE DONE, INSPECTION, MAINTENANCE, AND REPAIR OF ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT \ 1 1 1 I CONTROL FACILITIES AND SOIL STABILIZATION MEASURES MUST BE CARRIED OUT, AND AT LEAST WEEKLY UNTIL LAND DISTURBANCE ACTIVITIES CEASE. O THEREAFTER, THE DUTIES MUST BE CARRIED OUT WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED �� \ \ \ \ ( 6 )\ \ I \ / / \ I 1 10. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LTITER AND SANITARY WASTE AT THE CONSTRUCTION SITE. 1p• � 1 \ I I I 11- ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENLYTO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 12 ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTABILIZATION. 1. 13. 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 EXISHNG VEGETATION PRIOR TO FINAL REVEGETAnON OR OTHER STOP, E REA FOR / \ I STABILIZATION. I I I I III I I 14. THE PERMITTEE MUST, ATA MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILRIES AND SOIL STABILIZATION WATE RE SE SYST M I \ 1 I 1 MEASURES EVERYDAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM �' " "• '" "\ '�' °i °' ^ ; °' " "` "` "` \ \ -�\`� \ 1� I I \ ` I I 11 I II IIIII II 1 THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. V AAI IIIII 111 ° I I N. WARNING \ HIGH PRESSURE PIPELINE Rc,pp�Si �� Excavation and/or Construction Prohibited Without compliance with State One -Call, AND 120 �Q FT ENKAMAr I I I I y 1 I I (I I I OVERFLOW �) + i j I I I \_ \ I I 1 1 1 1 1 1 Without Written Permission From MAGELLAN PIPELINE, L.P. \ / ----- / ,' ' / / I I I I I 1111 \\ II I I I I I I A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) / / If / <\ \ \\ \\\0\ \`� /' /' \ 1 \\ \\ \�\ \\\ \\ \ // ,—\ \� \\\\\\ \ \ // / l l // / /' I 1 1\ `J I I I \\\w" \ 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT ti0 RSIN • FEET EETT A SCALE LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. FINAL EROSION CONTROL PLAN 23605-001 CRs st, EKLO BASE 06 DLS 05/10/16 WATER REUSE REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �,E k� — ��SAT H R E- B E RG Q U I ST INC. m DRAWN BY 07 MDM 07/15/16 REVISED EASEMENTS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE c� o IJW 08 MDM 07/19/16 REVISED SHEETS SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA 2 A CHECKED BY 09 DLS 07/26/16 WATERSHED REVISIONS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. HANHASSEN ARBOR GLEN r o (952) SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m Co 150 SOUTH BROADWAY WAYZATA, MN. 55391 476 6000 MINNESOTA DLS 10 MDM 07/26/16 GRADING REVISIONS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING s ``� ARBOR GLEN CHAN HASSEN LLC DATE 11 DLS 09/12/16 WATERSHED DISTRICT REV. FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. cNFRs P VP�� 12 nioji/117 I PINAI PI AN RI IRMITTAI I Date: 01-11-17 Lic. No. 26147 0 O LO O (O M N Z W J (7 0 OD Ed u s ----4-- - -� C.S.A.H NO. 18 (LYMAN BLVD.) WILLIAM BROS. PIPELINE EASEMENT GAS GAS GAS GAS GAS GAS GAS LI ,5.,,/-- � / i i i i i WETLAND BUFFER r r r r r r i r �de (-ZV 70A GAS GAS GAS GAS N i r r r r r i r i r (/ i i i i i r r i i i \cy Tc r i r i r A, r r r 5' I V ,moi n" ,., 0 ir�E�sa. �p10!I0 , ...,. IV L; 893.0 '8%%. 1 e, i y y ,4 e, ,., a. i e, i e, i i i i i i i i i 40 20 0 20 40 80 SCALE IN FEET I P11\ i rL O DESIGNER NO. BY DATE REVISIONS NM 1 NM 6-5-15 Relocate buffer plantings to berm DRAWN BY 1 TW 1-24-17 Revise per city comments NM TREES CHECKED BY PLACED IN THE FRONT YARD. TW DATE Redmond Linden 6-3-15 5 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I0 Z II -n I " M II r 0 0 I 2 In I In I W A i Q D I z n I I hereby certify that this PIa . s 'ration or report was prepared by ire or under my tliretl i and of I am a duty registered Landscape Architect laws of Me State of Minnesota. Signed. Date: _ 6-3-15 Registration #. zmgq ARBOR GLEN PLANTING LEGEND KEY COMMON NAME BOTANICAL NAME QTY. SIZE NOTES TREES - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. AL Redmond Linden Tillia americana 'Redmond' 5 2.5" BB Straight single leader HA Hackberry Celtis occidentalis 4 2.5" BB Strai ht sin le leader HL Skyline Hone ocust Gleditsia tricanthos var. inermis 'Sic tole' 4 2.5" BB Straight single leader PE Princeton Elm Ulmus americana 'Princeton' 6 2.5" BB Straight single leader RB River Birch Betula nigra 3 10' BB Clump RM Red Sunst Maple Acer rubrum 'Franksred' 6 2.5" BB Strai ht sin le leader RID Red Oak Quercus rubra 6 2.5" BB Straight single leader wo White Oak Quercus alba 6 25" BB Straight single leader EVERGREENS OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. BH Black Hills Spruce Picea glaucal densata 10 6 BB NATIVE AND FREE OF NEONICOTINOIDS. NP Norway Pine Pinus resinosa 9 V BB wP White Pine Pinus strobus 7 6BB Scientific Name Common Name % of Mix ORNAMENTAL TREES Grasses Andropgongerardii BigBluestem 9.00 4.96 1.35 PC Pink Spires Crabapple Malus 'Piink Spires' 7 2" BB Straight single leader sB Autumn Brilliance Serviceberry Arnelanchierx grandflors Autumn Brilliance' 5 8' BB Clump Schizachyrium scoparium Little Bluestem Shrubs 12.40 2.25 Sorghastrum nutans Indian Grass 9.00 KL Mss Kim Lilac Synirip pqtula 'Miss Kim' 12 36" HT 0.90 iv Juddi Viburunum Viburnum x juddi 18 36" HT 0.50 HN American Hazel Nut Corylus americana 12 36" HT 0.18 DN Diabolo Ninebark Physocagws opuffiblius 'Donna May' 15 36" HT 0.15 0.45 0.02 Total 135 0.41 0.41 NOTES: FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. - 21 LOTS = 21 FRONT YARD TREES LANDSCAPE BUFFER: - REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B 2 CANOPY TREES 4 UNDERSTORY TREES / EVERGREENS 6 SHRUBS - 950 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 19 CANOPY TREES 38 UNDERSTORY TREES / EVERGREENS 57 SHRUBS THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MnDOT SPECIFICATION 3877-3 FOR SANDY LOAM TOPSOIL BORROW. ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY. ALL SEED SHALL BE NATIVE AND FREE OF NEONICOTINOIDS. WETLAND BUFFER MIX Mixed Height Mesic Prairie Mix Scientific Name Common Name % of Mix Seeds/Sq.Ft. PLS lbs/ac Grasses Andropgongerardii BigBluestem 9.00 4.96 1.35 Boutelouacurtipendula Side -Oats Grama 23.00 12.61 3.45 Elymus canadensis Canada Wild Rye 9.00 2.58 1.35 Panicum virgatum Switchgrass 4.00 3.09 0.60 Schizachyrium scoparium Little Bluestem 15.00 12.40 2.25 Sorghastrum nutans Indian Grass 9.00 5.95 1.35 Sporoblous heterolepis Prairie Dropseed 6.00 5.29 0.90 Forbs Amorhacanescens Leadplant 1.25 1.10 0.19 Asclepias incarnata Marsh Milkweed 0.50 0.13 0.08 Asclepias syriaca Common Milkweed 1.20 0.26 0.18 Asclepias tuberosa Butterfly Milkweed 0.25 0.06 0.04 Aster laevis Smooth Blue Aster 0.15 0.45 0.02 Chamaecristafasciculata Partridge Pea 2.75 0.41 0.41 Dalea candida White Prairie Clover 2.00 2.09 0.30 Dalea purpureum Purple Prairie Clover 4.00 3.31 0.60 Desmodiumcanadense Canada Tick Trefoil 1.25 0.38 0.19 Heliopsis helianthoides Common Ox -Eye 2.00 0.69 0.30 Liatris ligulistylis Meadow Blazing Star 0.50 0.28 0.08 Liatris pyconostachya Prairie Blazing Star 1.25 0.76 0.19 MOnardafistulosa Wild Bergamot 1.00 3.86 0.15 Pycanthemum virginianum Mountain Mint 0.15 1.82 0.02 Ratibida pinnate Yellow Coneflower 1.25 2.07 0.19 Rudbeckia hirta Black Eyed Susan 1.25 6.34 0.19 Solidagorigida Stiff Goldenrod 1.75 3.95 0.26 Verbena stricta Hoary Vervain 1.25 1.93 0.19 Zizia aurea Golden Alexanders 1.25 0.76 0.19 Seeds/sq ft: 78.00 Seed Mix can be sourced from MN Native Landscapes, 874077th Street NE Otsego, MN 55362 Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 NO. CHANHASSEN, MINNESOTA NATIVE SEEDING ExECIRION Ground Preperotion Prior to seeding, the Contractor shall spray the proposed seeding area with a norn-selective glyplosphate herbicide such as found -Up. Approximately three to four weeks later the site should be prepared by ripping to a depth of 12 inches to loosen the soil using a deep -cine plow and then disked to produce a smooth firm seed bed. The soils shall meet MnDot Specificatioin 3877-3 for Sandy Clay Loam Topsoil Borrow. Allow weeds to germinate and grow. When weed seeds and roots have reached a height of 2d inches, the site should again be sprayed with a second he.rbiride application. Waft 10 days and then shallow till the soil to a depth of 1 inch. Tilling deeper will bring addltonal weed seeds to the surface. Once the area to be planted has been property prepared, the Contractor shall commence with seeding. NATIVE PRAIRIE SEEDING A. Native plaint community seeding can take place during two periods of the year. The first window of opportunity is from the time the sloe preparation work is concluded in the spring, until approximately July 15. The second period is in the fall between October 15t and freeze-up. The latter is considered a dormant seeding and the seedlings do not germinate until late spring of the following growing season. It is recommended that the native seeding be. conducted in lune and early July. B. All native grass seed should be applied with a Truax native seed drill, at a rate of 10 pounds PLS (pure live seed) per acre. In areas too narrow or steep for equipment, grass seed may be hand broadcast. Cover crop shall be applied after Native Mix has been seeded. C. Raking or dragging and rolling shall follow all seeding to insure good wil contact. D. The Contractor shall mulch all seeded areas with clean straw of marsh hay at a rate of 2 tons/acre and shall be disc anchored into place. MAINTENANCE Y" 1 During the first season, the seeded area shall be cut back approximately once each month to prevent the production of weed seeds and to reduce shade on the maturing native plantings. When the seeded area has reached a height of 8-10 inches. a Dail -type mower shall be used to cut weeds and native plantings to a height of 4-6 inches. Rotary mowers and sickle bar mowers are not acceptable. In no case shall the seeded area be allowed to exceed 10 inches in height during the first season. Pulling weeds is not recommended as this can uproot small, undeveloped native seedlings. Spot spray thistle, reed canary grass and any other problematic weeds. Year 2 In the s pring of the second season, the plantings should be mowed again. Mowing should occur approximately 3-4 times during the second season. if weeds continue to persist during the second year additional mowings may be required. Do not let weeds go to seed. Seeded areas shall not be burned during the second year. Year 3 Spot spray perennial weeds if necessary. Yeors 4-5 Continue spot treatment spray of weeds and conduct burning (3-5 year rotation) alternate spring and fall Invasive Spades Control Certain species of perennial weeds may need to be controlled by spot treating with a herbicide for sufficient control. Perennial weeds may be canary grass, smooth home, quack grass, purple kasestrife and Canada thistle. Canada thistle should be spot treated as soon as clumps appear to avoid the need to spray large areas. Grass -specific herbicides shall be used to control reed canary grass; however they are not to be used near open water. FILE NO. LANDSCAPE PLAN ARBOR GLEN $ ,J X W CD Z Z 0 Z a Lu Z f - C) Lu O a CL PL VARIABLE ENCS 9. POSTS iD z < WYE PLUGGED ON T 1/8 BENDad o ad 6" PVC SDR -26 RPE MIN. SLOPE 1/4' PER FOOT w 2X2' MARKER 1/2 RPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAMIY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WTTH MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES, 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. MEN SANITARY SEWER SOME IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAW TOP 6" OF POST FLORESCENT GREEN. 3. CLEMOUT REOUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL RPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). QFIOF TYPICAL SANITARY SEWER SERVICE WASD res ENGINEERING DEPARTMENT PUPS Iwo.. 2001 Rif N.WLG G SPECS 001 ADD MASTIC I - D PoNGSF'RAME 11.-�1.5' BIT. WFldt `2' BIT BASE I&I BARRIER SFE DEATNLf2109 HDPE OR PRECAST CONCRETE AD.IISTING RIN(SPoNGS SHALLT ON ABSSEAANT ORVED EQUAL 6' THICK CONCRETE 2Y COLLAR NOTE 2 -PIECE COVER POSER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & UO SHALL BE PER DETAIL 2111. MIN. ADJ. RINGS MAX. ((3-4�) ADJ. RINGS AND (1-2" RING WITH MORTOR = 0.2') W BARRIER SEE DEATAlL 2109 VARIES --MA BETWEEN FRAME PIPE AND RINGS - BASE c 5 B3 D 6' 1'-5' HOPE OR ri PRECAST CONCRETE - Not to Seale a w 3. ;° I S 7-4e 2'-0' 4'-9" Y-6' 16" 7 -to" 3'-o" Xv-4rx-Ir 6'-2" 3'-8" 20" 5'-6' Y -e N 24' 6 -to" Y-1 (HYD) Z basin is constructed outside 6'-0" R/W 6" c djust top to 3/4' below R/W Tyler Ne. 6860 26"rade. to' Box to be xt to 25 Mueller No. H-10MI 26'rovide I.... 1 in thickness for Cry 4' of depth greater than IV deep. 12" of adjustment 0 Bibby -Ste -Croix No. VB502 27 SANITARY SEWER INSIDE �-Inm 3 DROP MANHOLE Tclsa z -1s MH Gate valve location NwTE «a: 2104 I_ RIF NMEQYM \ ft 32 12" on projection of 9 ON 50 4 property Ane R/W R/W NOTE 14" 8 NI dead ends to be 46 No. 59 a minimum of 12 3 piece. 5 1,ex shag, size cxtencled e pipe length beyond No. 50 NOTE: gots valve and closed G box, 7'-6 extended. Water man to be an with pug tied back to 14" north and west side tee. 7 of tenter the unless 20' 80 hydrants pose conflict 14 Bibby -Ste -Graz VH520 N. 57120Coarting, with proposed sidewalk. MYOF Gate Valve Ada 1 4 ,ter / " 32 TYPICAL 24- INTERSECTION REN D 2 -OB ENGINEERING DEPARTMENT " NLL: 1001 UE MANE: G:VNG SPECS KWh CL PL VARIABLE ENCS 9. POSTS iD z < WYE PLUGGED ON T 1/8 BENDad o ad 6" PVC SDR -26 RPE MIN. SLOPE 1/4' PER FOOT w 2X2' MARKER 1/2 RPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAMIY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WTTH MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES, 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. MEN SANITARY SEWER SOME IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAW TOP 6" OF POST FLORESCENT GREEN. 3. CLEMOUT REOUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL RPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). QFIOF TYPICAL SANITARY SEWER SERVICE WASD res ENGINEERING DEPARTMENT PUPS Iwo.. 2001 Rif N.WLG G SPECS 001 ADD MASTIC I - D PoNGSF'RAME 11.-�1.5' BIT. WFldt `2' BIT BASE I&I BARRIER SFE DEATNLf2109 HDPE OR PRECAST CONCRETE AD.IISTING RIN(SPoNGS SHALLT ON ABSSEAANT ORVED EQUAL 6' THICK CONCRETE 2Y COLLAR NOTE 2 -PIECE COVER POSER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING & UO SHALL BE PER DETAIL 2111. MIN. ADJ. RINGS MAX. ((3-4�) ADJ. RINGS AND (1-2" RING WITH MORTOR = 0.2') W BARRIER SEE DEATAlL 2109 VARIES --MA BETWEEN FRAME PIPE AND RINGS - BASE B _BIT. OR BINDER B3 D 6' 1'-5' HOPE OR 2'-1' 1'-6' PRECAST CONCRETE - ADJUSTING RINGS 2'-B" 2'-0' 6• THICK CONCRETE BIT. BASE OR UNDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE AD.IISTNG RINGS SHALL BE BEDDED WITH 1/4" TO 1/2• MORTM. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL 3. All ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE Cff If MANHOLE CASTING AND ADJUSTING DETAIL Ey�n:z 1s ENGINEERING DEPARTMENT PINE Iw1 2110 Yi AWE¢ 110 NOTES: 1. shape of bock of buttress may wry as long as Poured a9anst firm uOd.lurbed worth. 2. +imension C1,C2.C3 should be large .,h to make rgk 0 equal to or larger Nan 45. 3. Dimension A1A2.A3 should Da as larpe s possible ritMal iltMerily :th NJ boss. 4. B = 4 Minimum. 5. Place polyethylene between concrete & Pipe. 6. NI bards & fittings shag be restrained ith Megalugs thrust ratmints ar equal e - Sean PLED 90 BENDS PLAN 4S BENDS varobe Y a - S. mM CONCRETE SHALL BE� A IN CONTACT WITH A 4 THIS QUADRANT OF PIPE :i. BfIUIN. UI®6R�O ONIIr CO O6]E SECTION A -A PIAN 22 t/? BENDS CONCRETE THRUST BLOCKING IEVISEO: z -woe ENGINEERING DEPARTMEM NATES 1002 FllE NWEG 'PEGS 1W2 CL R VARIES 9' Metal Fence Post 0 N e € Bed as Needed plug (X1,YI,Zl) (XY272 0 Xo,Yo.o Eldh. Slope 1/4"/Ft Umith of Excavation 2'x2' Marler 6" PVC SDR -26 Wye 8 xrvire line. Tamped Fill Tx or Wye and 45 sera 1 C.Y. Concrete Erlcasemerd Sanitary Sewer TES 11.. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in fie Same Trench, Install a W Heavy Metal Fence Post Next to 2 A 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use of Bends Shall the Restricted to the Two Shown on This Mail. 4. Cleanout Required on Private Property N Distance from Main to House Exceeds 90 Feet. 5. Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). SANITARY SERVICE RISER (GREATER THAN 16' DEEP) uV1sm2 m ENGINEERING DEPARTMENT nwTE 2002 FILE NIDE: G: SPECS Dox AWMF Brim gAgEtFp 16G a5a FIX SMTMfY MB N16 WINO6 CNIID an �� 1-1 ]rS 2 Vr BUTTRESS DIMENSIONS PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B D B3 D 6' 1'-5' 1'-5' 2'-1' 1'-6' If 2'-1" 1'-6' 2'-B" 2'-0' 12" 7-4e 2'-0' 4'-9" Y-6' 16" 7 -to" 3'-o" Xv-4rx-Ir 6'-2" 3'-8" 20" 5'-6' Y -e V-4" {-0" 24' 6 -to" Y-1 9'-8" 5'-0"30'9'-3" RUE NNIL VNG\77MA,1005 basin is constructed outside 6'-0" 11-0 6'-0' PLED 90 BENDS PLAN 4S BENDS varobe Y a - S. mM CONCRETE SHALL BE� A IN CONTACT WITH A 4 THIS QUADRANT OF PIPE :i. BfIUIN. UI®6R�O ONIIr CO O6]E SECTION A -A PIAN 22 t/? BENDS CONCRETE THRUST BLOCKING IEVISEO: z -woe ENGINEERING DEPARTMEM NATES 1002 FllE NWEG 'PEGS 1W2 CL R VARIES 9' Metal Fence Post 0 N e € Bed as Needed plug (X1,YI,Zl) (XY272 0 Xo,Yo.o Eldh. Slope 1/4"/Ft Umith of Excavation 2'x2' Marler 6" PVC SDR -26 Wye 8 xrvire line. Tamped Fill Tx or Wye and 45 sera 1 C.Y. Concrete Erlcasemerd Sanitary Sewer TES 11.. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in fie Same Trench, Install a W Heavy Metal Fence Post Next to 2 A 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use of Bends Shall the Restricted to the Two Shown on This Mail. 4. Cleanout Required on Private Property N Distance from Main to House Exceeds 90 Feet. 5. Xx,Yy,Zz)Coordinates of service line at any & all bends at ROW (in Carver County Coordinates). SANITARY SERVICE RISER (GREATER THAN 16' DEEP) uV1sm2 m ENGINEERING DEPARTMENT nwTE 2002 FILE NIDE: G: SPECS Dox AWMF Brim gAgEtFp 16G a5a FIX SMTMfY MB N16 WINO6 CNIID an �� 1-1 ]rS 2 Vr ♦ MralPAansov N usA Po 1vn a®ns LL� yaA¢apwN.$Ws a lO-GIST Qlr RQI. Asn A -4e IYA55 35B _ ST abAY rNll. AS-A�e QA58 WA T. FRAME-GIY e/L¢O rt1p1 (W yyN6 TOygE OTN M1 A ssM, HRU ,ETN 1a PANT d2 LOAINGS a WA1R IME IID IBS / ,D III las �p RW. Corporation Cpe 'K' Copper xx` OR MIKE MANHOLE CASTINGS 11 VWLVE BOX SITEET AND UDS DETAIL REMSm.z 1s ENGINEERING DEPARTMENT 5. Saddles DI DIP or smaller mains and all mains NATE No.. 2111 FlIE WILE G G SPECS 2111 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY 1 CUBC YARD OF--' ` GATE VXvE TEE 1 1/2" DIEM ROOK WITH ADAPTER AND 2 UYORS OF POLYETHYLENE (4 ML) 8"%18X5' SOLID CONCRETE BLOW NOTES 1. ALL HYDRANTS SMALL HAVE NEEP HOLES 2 MINIMUM 7.5' COVER OW.R MMI. 3. ALL PAINTED SURFACES SINE BE SUBECT TO TWO YEAR WARRANTY PEWOD AS NOTED IN SECTION 2.09 OF THE WATEONAN SPECK 111011S 4. HYDRANT INSTALLATION DINE INCLUDE A HYDRANT MARKER. S NL JOINTS SHALL BE RESTRAINED MA MEGA-WGS MEWANCN JOINT RESTRAINT. 6- ALL HY)RANT TO BE PLUMB M WRTICA- AAS MAXIMUM NLOWABLE TO BE 1/2' PER FOGY OF HYDRANT. 7. HYDRANT TO BE MCIKELPlAY COVERED WIN W NM M OR BM ARCATE RUT IT IS FAIT OF 2FOAM TYPICAL HYDRANT INSTALLATION Wvrim.]-11 ENGINEERING DEPARTMENT 1004 FlIF N.WE: G: EUG SPEcS IW4 EA:'rT^l,] CiOl' r SOi-26 KOR-N-TEE SEI CONNECTION OR APPROVED EOIVL 6' TEE CORE DRRJFD HOAW SEWER (x].mn) DEV. W PUN PAYIEWr FON 6" \\ 911NG R14R BMXRL f PIPE PoUED N RAS NNC13lF (1/4 CUBFCOYARD MR.) PIPE BmDING VARMA£ PIPE EXAMET131 RISER SECTION (CUT IN) SANITARY SEWER SERVICE M BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK LINE M DEEP LATERAL UNE. NOTES: I. Solvent Weld all Joints. (Non Gasketed) 2. (X2.Y222) Coordinates of service line at any & all bells and at ROW (in Carver County Coordinated) morf SANITARY SERVICE 1��1YsRISER SECTION (LARGE DIA. RCP) REMSW.s 08 ENGINEERING DEPARTMENT PMMEI� 2003 FLF rMME G G spa 2063 Use MMDOT 3149.0 Grurxtlnr, Burow •. The bottom of the March dal be least ed to SOS of tha the on bo"el for al x diameter Pipe Dia. x 0.5 Min. bio' ooutside diameterer of pipe 1. ft existing soil conditions ore not occeptable fa backfill and/or compaction In the pipe zone, pipe bedding and backfill Moll be used as shown above. 2 A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Poe foundation materiel shall be accordance with MMOT 3149.211 course flier aggregate. (TIT OF PIPE BEDDING am® IN POOR SOILS rEMSGz 10 ENGINEERING DEPARTMENT 14ATE xo 2201 fYE %MEG CS 2A1 V Street PL TE HroWJIT MARKER Sll 1 W A 911iG MOUNTED 6' Metal fence Post {®FA¢AlK ROD 5 N a- t stm FOI 90E MAGNETIZEMAGNETIZEDMOUNT AFRI . USING REO R WHITE RE3IECTlE Box (gygE TAPE WRAPPING OVER, ME FULL UENGM OF THE IFIDEO KR RW. Corporation Cpe 'K' Copper xx` OR MIKE ]1.5502 CIAOEX OR CUTTER lxeE HWKMNT 1. Do not Plug end of curb stop. VWLVE BOX SITEET 3. The copperservice line serviline between the main and curb box shall one contiPies of piping, splices will not be permitted 24 N. 5. Saddles DI DIP or smaller mains and all mains mains ' r and all mains 12' sheer. 11/2' 2.01 (�IWpp W11�®Yr 1 CUBC YARD OF--' ` GATE VXvE TEE 1 1/2" DIEM ROOK WITH ADAPTER AND 2 UYORS OF POLYETHYLENE (4 ML) 8"%18X5' SOLID CONCRETE BLOW NOTES 1. ALL HYDRANTS SMALL HAVE NEEP HOLES 2 MINIMUM 7.5' COVER OW.R MMI. 3. ALL PAINTED SURFACES SINE BE SUBECT TO TWO YEAR WARRANTY PEWOD AS NOTED IN SECTION 2.09 OF THE WATEONAN SPECK 111011S 4. HYDRANT INSTALLATION DINE INCLUDE A HYDRANT MARKER. S NL JOINTS SHALL BE RESTRAINED MA MEGA-WGS MEWANCN JOINT RESTRAINT. 6- ALL HY)RANT TO BE PLUMB M WRTICA- AAS MAXIMUM NLOWABLE TO BE 1/2' PER FOGY OF HYDRANT. 7. HYDRANT TO BE MCIKELPlAY COVERED WIN W NM M OR BM ARCATE RUT IT IS FAIT OF 2FOAM TYPICAL HYDRANT INSTALLATION Wvrim.]-11 ENGINEERING DEPARTMENT 1004 FlIF N.WE: G: EUG SPEcS IW4 EA:'rT^l,] CiOl' r SOi-26 KOR-N-TEE SEI CONNECTION OR APPROVED EOIVL 6' TEE CORE DRRJFD HOAW SEWER (x].mn) DEV. W PUN PAYIEWr FON 6" \\ 911NG R14R BMXRL f PIPE PoUED N RAS NNC13lF (1/4 CUBFCOYARD MR.) PIPE BmDING VARMA£ PIPE EXAMET131 RISER SECTION (CUT IN) SANITARY SEWER SERVICE M BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK LINE M DEEP LATERAL UNE. NOTES: I. Solvent Weld all Joints. (Non Gasketed) 2. (X2.Y222) Coordinates of service line at any & all bells and at ROW (in Carver County Coordinated) morf SANITARY SERVICE 1��1YsRISER SECTION (LARGE DIA. RCP) REMSW.s 08 ENGINEERING DEPARTMENT PMMEI� 2003 FLF rMME G G spa 2063 Use MMDOT 3149.0 Grurxtlnr, Burow •. The bottom of the March dal be least ed to SOS of tha the on bo"el for al x diameter Pipe Dia. x 0.5 Min. bio' ooutside diameterer of pipe 1. ft existing soil conditions ore not occeptable fa backfill and/or compaction In the pipe zone, pipe bedding and backfill Moll be used as shown above. 2 A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Poe foundation materiel shall be accordance with MMOT 3149.211 course flier aggregate. (TIT OF PIPE BEDDING am® IN POOR SOILS rEMSGz 10 ENGINEERING DEPARTMENT 14ATE xo 2201 fYE %MEG CS 2A1 V Street PL VOC.ble 6' Metal fence Post denoting curb box. TOP 6' pointed blue. Curb box with 1 acrd st 21/,4*staMPipe H I -I 1 AHI 1-111-i 11- Service1X1' Corporation Cpe 'K' Copper Concrete Block Support Wa er Main NOTES: 1. Do not Plug end of curb stop. 2. Add 6' crimped Pigtail to curb stop. 3. The copperservice line serviline between the main and curb box shall one contiPies of piping, splices will not be permitted 4. Corporation cock too 6e x 1' onside diameter. he 5. Saddles DI DIP or smaller mains and all mains mains ' r and all mains 12' sheer. 6. Saddles when required shall Ford style Fdouble strap. ed 7. Stainless steel sates requireded wat an all PVC watemain. (�IWpp W11�®Yr TYPICAL REytsm.l-lo WATER No.. 22D2 SERVICE WNtiE0-2 11 ENGINEERING DEPARTMENT PuuE 1005 RUE NNIL VNG\77MA,1005 Add Mastic Between Frahm Manhole Casting, lid and Adjusting And Rings Rings (See Plates 2110 & 2111) Provide I&I Border on all sanitary sewer manhde(see plate 2109) I Manhole steps shall be Neenah R -1981J, 16" an center. Steps Shall be on Downstream Side Unless Pipe Diameter is 15' or Larger NI joints in manhole to have "0"ring rubber gaskets. Infi-shield external seals or as directed by the Engineer. A Maximum of 2 Short Manhole 4'-0' Risers to be Used Directly Below Com Section Pipe shall be cul out flush 5" WIN inside face of .011. Ko -n -seal required. Present inverts Mast be 1/2 of Pipe Diomeler and Benches SECTION VIEW Sloped 2' Toward the Invert Minimum Niclmess of Pretest tax is 6" for 14' deep or less, and increases 1' in thiclmex for every 4' of depth greater than 14'. NOTE 1. Kar -n -seal manhole or equal considered acceptable alternate. 2. Ali dog houses shall be grouted on inside and outside. 3. When the manhole or Catch basin strucbJre is constructed outside the traveled roadway a Aims. post and sign (MH) shall be installed next to the manhole. Q11OF STANDARD MANHOLE REV6FIT 2 -lit ENGINEERING DEPARTMENT 2101 FaE IIMEG\pC\ST£fS m Compacted Normal Fill Material, Compacted to 95% of the Standard Proctor Density r rM Vanes � 7.5' I r H I -I 1 AHI 1-111-i 11- ShaPed Natural Ground to pipe NOMS, I. Whan existing sell Conditions are not scoplobf. for backRl and/or compaction In the pipe zone, pipe bedding and bockOl shot be used as shown an dotal plate 2201. 2. A soils engineer will be required to detexmne, the depth of the pipe foundation embedment material if needed. Pipe faundotion materid shall be accordance with MMOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter_ �� PIPE BEDDING I IN GOOD SOILS CROM RCP & DIP REytsm.l-lo ENGINEERING DEPARTMENT No.. 22D2 FlIE NMEG 6PEC5 FAI 18'%18'X8' Concrete Block TYPICAL GATE VALVE mom AND BOX INSTALLATION rEMsn.z as ENGINEERING DEPARTMEM PIA1E r� 1006 Fl£ WYEG C SPECS h0oe ff q112V ] PLAN SECTION HORSESHOE DETAILS Navels CaAm,. Ud ane Aeiaeag Rin9z (See Plalee 2110 & 2111.) Add Moshe So. Frvne Provide lel Baha - all sanitary And Rage seven manhole (see plate 2109) ManM1da steps. Neenah Rl MlJ or equal. 16' on anter. Aluminum stem approved. Cat M from UPMM1de steds shed be Placed! Iain .m staNue -A- mthat offeK vsbcal Portion m atrepair zlwere a cam M fading dmmtreom. cKnoved equal 'Y .s joints T mk vegto have 'O'nrg 4-0- ""tea. required! ilo wesh rerequired!by thetrl a ear yaH� A Max. d 2 Ehod Marinello Ween, to 12"-1 be Used Orectly Below Com Seodo. f� Bee eec0on r UP I- KKor-n-end Mhd mae or mandvel HorsmM1aes l filled 2 N1 n the manhole or catch basin tint is constneeled onside AdsHn concrete a the haMM roodwq wares sdO (see eelos Witt aM oc,n when be in taller] gnext to the nPent,ole. ¢< 1/2 DIP of pipe 3. Pipe shall . at Bush with imide race of -AL 4. Au tloq In--- Noll be g,.utW on In. inside and outside, PdY wnP ducD 5. Proodet Mo. d inverabould be t senchea 14omd 2' lmad invert. 21' 6. Premrt invert iz requirM. 79' 7. Horizontal ductile Mall be Pon, Recast W-1/4 bend wmpmr] integral 0 bac sention Noinsan thickn® of Precast sax is 6" for 14' deep or lex, and SECTION VIEW1. I id thiekewss for every 4' of depth greats than 14' deep. cmOF SANITARY SEWER OUTSIDE DROP MANHOLE IILvsFu.2-Is ENGINEERING DEPARTMENT 2103 RHE rWIE:G\FHG\9Ef5\21W _ . . a Z . aa Material 'aaa i_ rourggn- //////// s R uoed (see iN to 1) d�anheLDe�oof swW de NOTES' if aired to determine the depth of the . fou ndation I. A sails Engineer will req tip PIFs embedment material f needed. Pipe foundation material Mall be in atcOrdanm vdh MNDOT.bead 3149.211 course Piker 49.28 sal. 2. P.V.C. bedding shall be and les 3149.28 select granular borrow with 1005 passing a 3/4' sieve, and less than 10% Passing a N0. 200 sieve. 00F PIPE BEDDING mom FOR P.V.C. PIPE REMSEO'2-tO ENGINEERING DEPARTMENT RA>E ND_ 2203 FLE MMEG G 2 Note: CCNWCRNTT STRAPS i0 BE RA® AROUND moi"77 %ft NEGALUG BOLTS AND MEIDEO TO WATER MAN. ArT J L HYDRANT LEADS CROSSES ,. I OMEQiG L::. BENDS NOTES IlziAtlNS To a usu AT Au MEOuo"Co" Jowls I PLACE AM EIE BLOCK UNDER NL WYE VNVES 1. ANDAHYDRCRMTS 1 THRUST BLO H AT NL TEE$ BEtDS, NB AT CENTNN , NUNS. i 4. . FITTINGS. NUTS CO B0.R OAT BE 9itABY IW I A NTWIN¢15 CELL TM COAT 9JfRli➢ BY DIE MANUFACTURER SLEEVES 5. gOrJONC AGAINST lll®ISTO6IED AXL,S. Cfff� TYPICAL �,p�yp�� MEGALUG uB��e LOCATION ENGINEERING DEPARTMENT RATE xo.. 1009 FAF NNE:Q fTNC SPFLY la® Provide I & I Barrier on all Sanitary Sewer Manholes (See Hate 2109) Cut bell from DIP join with Stainless o Steel repair sleeve For approved equal i Op ' Section - Manhole Casting, Lid and adjusting Rings (See plates 2110 & 2111.) -Add Mastic Between Franca Anal Rings - Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps .,proved. Manhole steps shall be plated so that offset vertical portion of cone is facing downstream. NI joints in manhole to have "0"nng rubber gaskets. Infi-shield external seals as required by the Engineer. i Adapt DIP to PJC 1>�P-UD To' WVER 7.5' Minimum cover required r- Tyler No. 6860 7.5' over top of rater main. Wood Bock Mueller No. H-10361 (Cedar or Sm Bibby -Ste -Croix Na. B-5160 Provide Valve Stem Risers 7' 1. Kar -n -seal manhole or approve 225 in 6' Of The Surface 90 2. Pipe shall be cut flush with T25 Distance From 90 O,N� 3. All dog houses snall be grouted 2 p Nut Of The Volve To 9" PVC 4. Precast invert shall be 1/2 2 rface Is Greater Than 8'. 8 Grade4 1 basin is constructed outside 8 the traveled roadway a witness 6" post and sign shall be, installed djust top to 3/4' below next to the manhole. Tyler Ne. 6860 26"rade. 5 Box to be xt to 25 Mueller No. H-10MI 26'rovide I.... 1 in thickness for Cry 4' of depth greater than IV deep. 12" of adjustment 8- Bibby -Ste -Croix No. VB502 27 SANITARY SEWER INSIDE �-Inm 3 DROP MANHOLE Tclsa z -1s ENGINEERING Tyler No. 60H- NwTE «a: 2104 I_ RIF NMEQYM \ ft 32 12" . Muelleribby- 9 ON 50 4 Bibby to raix B-7 21 Tyler No. 58 Tyler 14" 8 vSte-Graz e. t Gate valve box, screw type. 46 No. 59 18 12 3 piece. 5 1,ex shag, size 65 No. 50 24" 27 G box, 7'-6 extended. 5 Mudl<r . 58 14" 61 J6 ronnd box 7 No. 59 Re 20' 80 7 14 Bibby -Ste -Graz VH520 N. 57120Coarting, " 6 Gate Valve Ada 1 4 ,ter / " 32 VB521 No. 58Steel 24- 8 With Protective 41 V No. 59.lst1/2' a 16 Rubber 92 8523 V1352J No. B]Gasket 16 38 Installed BetweenThe 30• 10 21 50 Gate valve Md 10 20 48 113 9 Gate Valve /dapter. 46 109 BO 12 24 59 138 11 Tyler No. 68MMutlkr 57 11331 11 1 221541129 Na. H-10Mueller 13 1 28 or Mrerican 1159113 Bibby -Ste -Croix No. VB51Flow 165 1153112 Contra 1 261 62 148 48• Resilient Wedge Valve 1751179114 Cordoruing to AMA 130 Valve and Bax to bC-515-W 1173 Standards 29 Plastic rmPped PerWth 167 All Stainless section 2.03oSted Nuts & Belts. FAI 18'%18'X8' Concrete Block TYPICAL GATE VALVE mom AND BOX INSTALLATION rEMsn.z as ENGINEERING DEPARTMEM PIA1E r� 1006 Fl£ WYEG C SPECS h0oe ff q112V ] PLAN SECTION HORSESHOE DETAILS Navels CaAm,. Ud ane Aeiaeag Rin9z (See Plalee 2110 & 2111.) Add Moshe So. Frvne Provide lel Baha - all sanitary And Rage seven manhole (see plate 2109) ManM1da steps. Neenah Rl MlJ or equal. 16' on anter. Aluminum stem approved. Cat M from UPMM1de steds shed be Placed! Iain .m staNue -A- mthat offeK vsbcal Portion m atrepair zlwere a cam M fading dmmtreom. cKnoved equal 'Y .s joints T mk vegto have 'O'nrg 4-0- ""tea. required! ilo wesh rerequired!by thetrl a ear yaH� A Max. d 2 Ehod Marinello Ween, to 12"-1 be Used Orectly Below Com Seodo. f� Bee eec0on r UP I- KKor-n-end Mhd mae or mandvel HorsmM1aes l filled 2 N1 n the manhole or catch basin tint is constneeled onside AdsHn concrete a the haMM roodwq wares sdO (see eelos Witt aM oc,n when be in taller] gnext to the nPent,ole. ¢< 1/2 DIP of pipe 3. Pipe shall . at Bush with imide race of -AL 4. Au tloq In--- Noll be g,.utW on In. inside and outside, PdY wnP ducD 5. Proodet Mo. d inverabould be t senchea 14omd 2' lmad invert. 21' 6. Premrt invert iz requirM. 79' 7. Horizontal ductile Mall be Pon, Recast W-1/4 bend wmpmr] integral 0 bac sention Noinsan thickn® of Precast sax is 6" for 14' deep or lex, and SECTION VIEW1. I id thiekewss for every 4' of depth greats than 14' deep. cmOF SANITARY SEWER OUTSIDE DROP MANHOLE IILvsFu.2-Is ENGINEERING DEPARTMENT 2103 RHE rWIE:G\FHG\9Ef5\21W _ . . a Z . aa Material 'aaa i_ rourggn- //////// s R uoed (see iN to 1) d�anheLDe�oof swW de NOTES' if aired to determine the depth of the . fou ndation I. A sails Engineer will req tip PIFs embedment material f needed. Pipe foundation material Mall be in atcOrdanm vdh MNDOT.bead 3149.211 course Piker 49.28 sal. 2. P.V.C. bedding shall be and les 3149.28 select granular borrow with 1005 passing a 3/4' sieve, and less than 10% Passing a N0. 200 sieve. 00F PIPE BEDDING mom FOR P.V.C. PIPE REMSEO'2-tO ENGINEERING DEPARTMENT RA>E ND_ 2203 FLE MMEG G 2 Note: CCNWCRNTT STRAPS i0 BE RA® AROUND moi"77 %ft NEGALUG BOLTS AND MEIDEO TO WATER MAN. ArT J L HYDRANT LEADS CROSSES ,. I OMEQiG L::. BENDS NOTES IlziAtlNS To a usu AT Au MEOuo"Co" Jowls I PLACE AM EIE BLOCK UNDER NL WYE VNVES 1. ANDAHYDRCRMTS 1 THRUST BLO H AT NL TEE$ BEtDS, NB AT CENTNN , NUNS. i 4. . FITTINGS. NUTS CO B0.R OAT BE 9itABY IW I A NTWIN¢15 CELL TM COAT 9JfRli➢ BY DIE MANUFACTURER SLEEVES 5. gOrJONC AGAINST lll®ISTO6IED AXL,S. Cfff� TYPICAL �,p�yp�� MEGALUG uB��e LOCATION ENGINEERING DEPARTMENT RATE xo.. 1009 FAF NNE:Q fTNC SPFLY la® Provide I & I Barrier on all Sanitary Sewer Manholes (See Hate 2109) Cut bell from DIP join with Stainless o Steel repair sleeve For approved equal i Op ' Section - Manhole Casting, Lid and adjusting Rings (See plates 2110 & 2111.) -Add Mastic Between Franca Anal Rings - Manhole steps, Neenah R1981J or equal, 16' on center. Aluminum steps .,proved. Manhole steps shall be plated so that offset vertical portion of cone is facing downstream. NI joints in manhole to have "0"nng rubber gaskets. Infi-shield external seals as required by the Engineer. i Adapt DIP to PJC �• N6 N WAIH MFC. LUG6 AS flEDORm. WATERMAIN UNDER STORM SEWER NONE INSUATION MO COMER UN AT ) SHNL MRO F I FAST OIISEIE OF PUDE INWUTN]N 9MLL OvER VP AT JOXR BY YM fi 12' QPIOF WATERMAIN / STORM SEWER CROSSING RensEn h -ID ENGINEERING DEPARTMENT 1wE la.. 2204 FllE NNE:G: mG SPECS 04 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. t/4' Stainless Sted Strap To' WVER testened to well with stainless L;I I Y FAKUJtL, I NU. stool expansion belts, 2 straps 7.5' Per sect n Wood Bock Ao' COVER (Cedar or Sm Redwood) NOTES. 7' 1. Kar -n -seal manhole or approve 225 equal. 90 2. Pipe shall be cut flush with T25 inside face of all. 90 O,N� 3. All dog houses snall be grouted 2 on the inside and outside. 9" PVC 4. Precast invert shall be 1/2 2 Os. of pIpe and benches sloped 2' toward Overt. 8 5. When the manhole or catch 1 basin is constructed outside 8 the traveled roadway a witness 6" post and sign shall be, installed 5 next to the manhole. SECTION VIEW 2 5 Minimum thickness of precast base 25 is 6' far 14' deep or less, and aened 90' bend turned rt I.... 1 in thickness for Cry 4' of depth greater than IV deep. to direct flow downstream 8- WIN 6 SANITARY SEWER INSIDE �-Inm 3 DROP MANHOLE Tclsa z -1s ENGINEERING DEPARTMENT NwTE «a: 2104 I_ RIF NMEQYM \ ft �• N6 N WAIH MFC. LUG6 AS flEDORm. WATERMAIN UNDER STORM SEWER NONE INSUATION MO COMER UN AT ) SHNL MRO F I FAST OIISEIE OF PUDE INWUTN]N 9MLL OvER VP AT JOXR BY YM fi 12' QPIOF WATERMAIN / STORM SEWER CROSSING RensEn h -ID ENGINEERING DEPARTMENT 1wE la.. 2204 FllE NNE:G: mG SPECS 04 MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. TIE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE', AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATIONDIPRA) . ( THE TABLE ASSUMES CON -GRAN NGIL AND TYPE EATING CONDITIONS. REFERCONDI TO ME FOR MINIMUM LENGTHS IF gFFERENT SPL OR EATING CONDITIONS ARE ENCOUNTERED. Iaffff I RESTRAINED PIPE Kim REQUIREMENT FOR DIP uxssssm.2-� ENGINEERING DEPARTMENT RATE 1011 m1E NWEG C CS tont ONE EXTRA BAR IN BOTTOM A A 2T TWO EXTRA BAR IN BOTTOM PLAN OF COVER Z COVER CIA. r K 1 MANfKXF Dl4 SECTION A -A USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. To' WVER COVER RED ENTS L;I I Y FAKUJtL, I NU. COVER 7.5' - DLS Ao' COVER 1140 LBS. 6 8 N0. 50 6 Sm 225 45 90 EtD 225 45 90 E� T25 45 90 O,N� 4- 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 11 25 2 4 11 25 8- 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16" 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24- 8 17 41 95 a 16 40 92 8 16 38 89 30• 10 21 50 117 10 20 48 113 9 19 46 109 36' 12 24 59 138 11 23 57 11331 11 1 221541129 4Y 13 1 28 167 1159113 127 165 1153112 1 261 62 148 48• 15 131 1751179114 130 172 1173 14 29 69 167 TIE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE', AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATIONDIPRA) . ( THE TABLE ASSUMES CON -GRAN NGIL AND TYPE EATING CONDITIONS. REFERCONDI TO ME FOR MINIMUM LENGTHS IF gFFERENT SPL OR EATING CONDITIONS ARE ENCOUNTERED. Iaffff I RESTRAINED PIPE Kim REQUIREMENT FOR DIP uxssssm.2-� ENGINEERING DEPARTMENT RATE 1011 m1E NWEG C CS tont ONE EXTRA BAR IN BOTTOM A A 2T TWO EXTRA BAR IN BOTTOM PLAN OF COVER Z COVER CIA. r K 1 MANfKXF Dl4 SECTION A -A USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT��sits AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /� ��I�Z��r7�Gt/ ✓ COVER RED ENTS L;I I Y FAKUJtL, I NU. DETAIL SHEETS ARBOR GLEN CHANHASSEN M N MANHOLE COVER WEIGHT OF BOTTOM TOP DIAMETER DIAMETER SECTION T K BARS BARS - DLS 48 1140 LBS. 6 8 N0. 50 6 9 12 DLS CHECKED BY 54 2000 LBS. 8" 6" N0. 50 6 NATHAN R. HERMAN, P.E. Date: O S Lic. No. 26147 05/05/04 A I I I 60 ' 7 2525 LBS. 8 N0. 50 4 40. 30 6 66 79 3105 IBS. 8 NO. 50 4 NO. -"6 -N-6-3U-4- N 6 N0. 50 4 N0. 30 4 eCloor 5710 LBS. B" 9' N0. 50 4 N0. 30 4 90 5840 LBS. 8 9 -WO--5-04 N0. 30 4' 96113W8880 LBS. 9 9 N0. -504 90. 30 4 102' " 7450 LBS. 8" 9" NO. 50 4 N0. 30 4 AR11 IS'fOP ®� MANHOLE TOP SLAB 1 D 1-i0 ENGINEERING DEPARTMENT IPMENG, 2108 THE NUDE G' G SECS 2t 11 il:F.lt! 141. MINIMUM 6' SAND FILL 3- MINIMUM RIGID 511ROFOAM INSULATION NOTE. PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12'. COVER OVER HPE - e WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' 0 O INSULATION DETAIL REVI5FD:1 10 ENGINEERING DEPARTMENT PIATF 2205 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT��sits AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /� ��I�Z��r7�Gt/ ✓ slj, F ti SAT H R E- 6 E RG Q U I ST, INC. u p 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)4766000 sGO w ?� tiFRs P�p� L;I I Y FAKUJtL, I NU. DETAIL SHEETS ARBOR GLEN CHANHASSEN M N FILE NO. 23605-001 - DLS CHANHASSEN, MINNESOTA DRAWN BY 9 12 DLS CHECKED BY DLS DATE NATHAN R. HERMAN, P.E. Date: O S Lic. No. 26147 05/05/04 A I I I NONE: 2 V Grate Shown 2- used Grete Shown shall be U9ed at aII IOW points. Face of Curb ® '" Direction of Flow PLAN Catchbasin casting and grate Neenah R3067 -V or equal Grate to be 2' below 3- radius curb box, gutter grade. 5" transition curb an each side of catchbasin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2'. 6 1/2 maximum of 5-2' Varies concrete adjusment 24' x 36' rings allowed with 1/' Precast S. 3' minimum to 1/2' bed of mortar between 6' thick ceachccus antl cola lar 3' Grout o on the outside. 6'Min. base Doghouses shall be grouted on both the SECTION inside and outside. NOT Steps shall be provided in oil catch basin/manholes and storm sewer mainholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No woad shims are permitted in the adjusting rings. MY STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR RENSEP. 1-10 RAZE NO.: ENGINEERING DEPARTMENT 3101 DUE NAME C G\SiPEMV5101 NOTE=' I. Orel- W N, node In (2) Pte® Z NI meta shall I: rot-Speed-gal.mlatl ere Dela. A -A 5re 0.D. r1/4 .,.Flai sea. Md. c.e � raalR.� aa.inq ynmU, sv J _-i iV 0..a. edah way (4) 1/r 1-13 MC Ha Neal Sudden S1 Ban, NM Hud and wisiere 1/r sled Rale 140 3 I. Morwam pipe belling rewre1 m bnN det R wtltl pMea 2 ne Iml tit. pint. Us two tie boll rewinds Per ant. MI POND OUTLET CONTROL STRUCTURE Flf NYIIE:G\FN°\SPECS\3109 ENGINEERING DEPARTMENT IPLUE H0 3109 SAWCUT ALLIXI5IING MANHOLE OR BITUMINOUS EDGES GATE VALK (TYPJ 24' MIN. EXISRNG BITUMIOUS SURFACE ABOVE CASTING 2' MNDOT 2360 SMEB4406 TACK COAT 2357 21/2' MNDOT 2360 SPNWB33M PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERA 4, USE VIBRATORY SLID TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PLACE 1/4' PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. ]. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR MD MATERIAL WRING ROWING SO PATCH 5 TRUE MD LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO SIRINGUNE ALL PATCHES PRIOR TO APPROVAL. 8. MNDOT 2360 -ORDINARY COMPACTION METHOD REWIRED. cm Op TYPICAL STREET PATCHING ��1p�� AT MANHOLES OR II<�1m011G11 GATE VALVES (BITUMINOUS) Rens.: 4-14 PUTS NO.: Nle ruMEG\wc\SI>Ecs\sza2e IENGINEERING DEPARTMENT 5202B 6' Cane. 24'x36' slab opening for Neenah R3067 -V or egual DID: I-V Grate shown 2- VB Grata shall be used at all low Pam' Neenah R3067 -V costing and grate or equal. PLAN / Minimum of 2 maximum of 5-2' concrete adjustment rings with full beds of mortar. �- Fconcrete or Oadjutn rings. 6' precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints in manhole to have Varies '0' ring rubber gaskets. 4-0- TI Precast concrete section NOTES: -5• 1. Doghouses shall be grouted on both the outside and inside. 2. No black structures are allowed. Manhole steps, Neenah R1981J a equal, I6' o.c., Aluminum steps 8 approved. 4'0 Minimum slab thickness, 6' for 14' -depth. IRcmaAc thickness 1' far each 4' of depth greater than 14', and reinforce with 6'x6' 10/10 mesh. Grout SECTION diameterbottomM nand slope 1/2 grout 2' toward invert. �W10F� TYPICAL 4' DIAMETER Wl�u�lle CATCH BASIN MANHOLE REVLSFD: 4-10PULE 11].: ENGINEERING DEPARTMENT 3102 FlIE IUYEG G 9'ECS 3102 r TWO COU-Nt NEENAH R- 2 WiATE OR MPR°sID FGUIL CATCHBASIN (27' DIA.) DESIGN SPECIAL 2 AOumT Mats (r) -NOTE: RENFORCINC To CONSIST OF 04 BARS AT e• o.G IDR WAYS wd115 TO BE PRECAST SECRIN OR CONIC. SEWOR BLOCK -PRE-CAST OPENING AS IEOI.BRD Gum CATCH BASIN Gumm 27" DIAMETER IiW5m.1 10. PIATE res.. ENGINEERING DEPARTMENT 3103 DUE WME:G ENG SPECS 310.1 RESTRAINALL .DINTS M THE MET SIDE AND FIRST 3 JOINTS e ON THE OUTLET PIPING FLOW M. AIN. / LD NIQIQ ACCESS SMALL BE PROVIDED TO BOTH SIDES OF THE VEIR FOR MINTENMCE. -TIP OF VENC ELEVATIM VARIES DEPENDING UPON DESIGN PARAMETERS USE REINFORCED COCREM PIPE FOR IUr1FTS. -PIPE LENGTH MD SIZE VRL VARY. "' •-""'• •' "•• "'••`••. REDNLRCED CONCRETE M DUCTILE ROI PIPES CAN BE USED FOE THE INLETS. DON'T USE MROR OR TRASH DIADS Ir PIPES ARE ANDER VAMR. STEPS FLOW USE REINFORCED CONCRETE PPE FOR OUTLETS a WEIR 0.1 STRUCTURES TO /E FORMED MD POURED 1NPL CE OE PRECAST ASSEMBLIES NO SLOE IN WEIRS WITHOUT EN6IHEERS COLSEHT MIN SKIMMER STRUCTURE WEIR MANHOLE FIViSED. 2-15 ENGINEERING DEPARTMENT PuxR XO: 31098 rut NNIE:G\Ulc\SPECS\3t09B z 0 o 6" I Distance to Ct. variable 1/2-, -\ 12 /grate or equal. 3'r 1/Yr Top Bituminous Material P.C. slope � a z s` c> n � CATCH BASIN IN RADIUS 8'• 18' MnDOT 8618 Concrete Curb and Gutter 6' Conc. collar 6"1 Distance to fE variable 1/2"r� 3"r 1/2"r Top Bituminous Material tV • 9�_ SIOPe \ 3 4" Pef Mn00T 8612 HDPE adjusting rings. - + Concrete Curb and Gutter Na.a rN.r�ffmrwd.n B IBg`A-M-lar N a Varies 8• 12- ForT Uae Only with Private Driveways 3) _ Parking Lots, or Median. 28'R 12'R 16,68'R Top Bituminous Materiol E a o .1/2 • 17 1/2' 101/2' Surmountable rb Concrete Cuand Gutter 28' q- 4' 1/8'r 0.p Bituminous sans« BltumCu inoaa rb 6' Shoe Formed 11If O[ TYPICAL CURB QIiOF AND GUTTER ReASID: ]-10. ENGINEERING DEPARTMENT PutE rA.. 5203 FlE NAYEG C\sPECS\520.1 r TWO COU-Nt NEENAH R- 2 WiATE OR MPR°sID FGUIL CATCHBASIN (27' DIA.) DESIGN SPECIAL 2 AOumT Mats (r) -NOTE: RENFORCINC To CONSIST OF 04 BARS AT e• o.G IDR WAYS wd115 TO BE PRECAST SECRIN OR CONIC. SEWOR BLOCK -PRE-CAST OPENING AS IEOI.BRD Gum CATCH BASIN Gumm 27" DIAMETER IiW5m.1 10. PIATE res.. ENGINEERING DEPARTMENT 3103 DUE WME:G ENG SPECS 310.1 RESTRAINALL .DINTS M THE MET SIDE AND FIRST 3 JOINTS e ON THE OUTLET PIPING FLOW M. AIN. / LD NIQIQ ACCESS SMALL BE PROVIDED TO BOTH SIDES OF THE VEIR FOR MINTENMCE. -TIP OF VENC ELEVATIM VARIES DEPENDING UPON DESIGN PARAMETERS USE REINFORCED COCREM PIPE FOR IUr1FTS. -PIPE LENGTH MD SIZE VRL VARY. "' •-""'• •' "•• "'••`••. REDNLRCED CONCRETE M DUCTILE ROI PIPES CAN BE USED FOE THE INLETS. DON'T USE MROR OR TRASH DIADS Ir PIPES ARE ANDER VAMR. STEPS FLOW USE REINFORCED CONCRETE PPE FOR OUTLETS a WEIR 0.1 STRUCTURES TO /E FORMED MD POURED 1NPL CE OE PRECAST ASSEMBLIES NO SLOE IN WEIRS WITHOUT EN6IHEERS COLSEHT MIN SKIMMER STRUCTURE WEIR MANHOLE FIViSED. 2-15 ENGINEERING DEPARTMENT PuxR XO: 31098 rut NNIE:G\Ulc\SPECS\3t09B z 0 o 24'x36' sob opening for Neenah 3067-V ar equal DTE I V Grote shorn Grat 2- VB Gmtn shall be used o< all law points. Neenah RM67-V casting and in 12 /grate or equal. 130 P.C. 12 � a z s` c> Minimum of 2 maximum of 5 Jc' CATCH BASIN IN RADIUS concrete adjustment rings with full 6' Conc. collar M18 CURB o & GUNER a- 10' SURMOUNTABLE -_ TRANSRpN CURB & GUTTER w res o •n {, CURB & GUTTER HDPE adjusting rings. TYPICAL RESIDENTIAL RADIUS - 20' Na.a rN.r�ffmrwd.n B IBg`A-M-lar N TYPICAL COLLECTOR RADIUS - 30' Varies 6' height2'd 3) _ tz•-1s op 10' long transitional height curbing' 4' height E X to have flat top edge sealed with 7- 48'. RAO. 2 beads of Ram«k or equal. 7' Varies All joints in manhole to have MNDOT 8618 GONG. C & G SURMOUNTABLE C d. G SECTION A -A QIiOF 4-0' Typ. DRIVEWAY ENTRANCES TYPICAL CURB TYPICAL RADIUS RLVt3D 1 10 ENGINEERING DEPARTMENT NO 5204 FlE HNIE GYjNG\SPECS\5TOe 24'x36' sob opening for Neenah 3067-V ar equal DTE I V Grote shorn Grat 2- VB Gmtn shall be used o< all law points. d H B (DEG) Y (IN.) (]NJ MIN. MAX. (IN.) Neenah RM67-V casting and D 12 /grate or equal. 130 PLAN 12 � a z s` �//// Minimum of 2 maximum of 5 3' Radius 21 44 140 220 12 concrete adjustment rings with full 6' Conc. collar _ beds of mortar. CURB AND GUTTER 7 .n hr n ora Ns.11 are N..ahmarr w AnY P.n®w r a oshN1N LJ Precast concrete or Ten soca N r aaa Rv.N • w..r a saw shxa a srxun NTS w res o •n {, CURB & GUTTER HDPE adjusting rings. 6 Na.a rN.r�ffmrwd.n B IBg`A-M-lar N V precast reinforced concrete slab. Varies J 3) _ tz•-1s NnAWtms won r m aAss s mr aAa Top of barrel section below tap sob E X to have flat top edge sealed with CW./IND. 60' RAD. 48'. RAO. 2 beads of Ram«k or equal. 45.5' RAD. Varies All joints in manhole to have 'NOTE: .aA,r n.-r..,ra rr.ww 'O' ring rubber gaskets. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) 4-0' Typ. DRIVEWAY ENTRANCES n TYPICAL Precast concrete section DI2rIOR1MG rcTelmlEllr 5- Manhole steps, Neenah R198IJ or ENGINEERING DEPARTMENT equal, 16' o.c., Aluminum steps DRE NAME G\ENG\SPECS\5205 approved. Ocghxusw shall be grouted on both A -Wa[ertbw the outside and inside. NOTE ¢a° No black structures are allowed. p fmmpbattan Minimum slab tNi lowd, 6' for 14' 1 Gass 5 base depth. Increase thickness 1' for rl �-I6 each 4' of depth greater than 14', A- and reinforce with 6'x6' 10/10 mesh. No Scale NOTES- 4ffS 1. 1/2' Preformed joint filler material - MSHTO M213. 1. No drain holes ��SEECTION Hill OP CATCH BASIN mQr[ 1Omm1LYa MANHOLE RSD` 2-10 WITH SUMP rsnsm 1-10 FRE NNIS G\)]RG\sPE6\SMIfi ENGINEERING DEPARTMENT 'Ma'; I 3104 InE NWEG FCS ]1M d H B (DEG) Y (IN.) (]NJ MIN. MAX. (IN.) Ys D 12 34 130 230 12 � a z s` w � j 15 34 l30 230 12 18 34 130 230 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 54 150 210 12 ' or 24' ne F DETAIL 000 000 �FLOW 000 H 000 C L C/L 000 000 �l OUTLET INiET FRONT SIDE SAFL BAFFLE PANEL TDP VIEW OF SUMP 36' DTA. ANCHOR BOLT ED e 2' EMBEDMENT °FT"a me V x I- STEEL TUBE FRAME NUT V/LDCK 1 DETAIL A WASHER OUTLET T INLET Ys upstr" D Technoloogles SIDE VIEW DF SUMP Tds Generic detail does not en xwl the sang, Ht, drhtl appllcaloUty of the SAFL Rafrle fm talc speG.K project it Is the ut wits rvepdnLFMlty of the design en ween to assure that the design Is N corpdMrce with all appllcaHe lar. and regulations. The SAFL Baffle is patent perang tecivuMogy of the University of liwweata antl Lpctrean Tecr.mgez, hhc. Meitner the Univers" Of wdhemto sr 1pa vxw Tec.ehalagiis approves plans. sang• .r systm desgns. �u,mll,ff� SAFL BAFFLE STRUCTURE IIS STANDARD SUMP MANHOLE W/BAFFLE RINSED: 2-15 RALE coo.: ENGINEERING DEPARTMENT 3110 RLE NME: G FNc SPECS 3tto X s0. a bus TOZ cmvr:IxN errs Y � a SF'rNm'r• B � N w.x -M Ai ROY PITO 227.02' rs Y •.d.N cora. rJ Tl� SIS ",• 7 N OR W 1. fi0' R OUS 'S� 'f^ F 60.25 rtY oNOehE veaMr Mwl E ar4r m ds WOl rahw axYNnN PAgelr. aw4w�r a wnwars coo hes. ro a xsrdlm se arc. A CURB AND GUTTER 7 .n hr n ora Ns.11 are N..ahmarr w AnY P.n®w r a oshN1N LJ vii28552"50•PRC vi 'n Ten soca N r aaa Rv.N • w..r a saw shxa a srxun NTS w res o •n {, CURB & GUTTER I Gown ve Na.a rN.r�ffmrwd.n B IBg`A-M-lar N 60.25' CIRCUM 45.5' RAOUS=285.00'/360' g0 J 3) _ INL O tlPEINY nY0e5s N 0.nl 91ML H A Y.YN 6 2-Y Mlle M NnAWtms won r m aAss s mr aAa STANDARD CUL-DE-SAC slAu a I,No eco Me ase ntudwo ro 1W: wMar Alli a cxwurF J a X Y CW./IND. 60' RAD. 48'. RAO. URBAN 60' RAO. 45.5' RAD. RURAL 60' RAD. 40'. RAD.• 'NOTE: .aA,r n.-r..,ra rr.ww 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) DRIVEWAY ENTRANCES IAsIFb➢1E11 TYPICAL RENsf3x fo-og DI2rIOR1MG rcTelmlEllr CUL-DE-SAC 1-10 ENGINEERING DEPARTMENT Pv3E res.. 5205 DRE NAME G\ENG\SPECS\5205 into aufilap` trM!`.2d:;sn. be transitioned f A P' "�� Catchbasig to bedepressed 2' below desgn gutter line grade. yNem?h R -3067 -VB shall be used IN a 1 low points. �'Ar Sunnoun�abk Concrete CCuurb & utter 2-f4-BOYon9 Rebors Each way ISOMETRIC Na Cal 0. 0 0 5' Min. Transition 5' Min. Transition `o Top wCurb of z' � u Design gutter line grade 2-f4-fi0' LONG Rebars Each way Frame & Casting SECTION A -A No Scale sof CURB ��p11Lpp� CONSTRUCTION 11m1m1.G11 AT CATCH BASIN REVISED: 1-10 RATE NO.: ENGINEERING DEPARTMENT 3106 DE WWEG G 3106 P CL PL 3p' 30' 15.5' to Bock 15.5' to Back Wear Course to be 1/2' Above Edge of Gutter 2.0tt�c 3.05ZAoil:N 151Draii 4' Topsoil, Seed 1 1/2'-MNWT 2360 SPWEB340B & Mulch or Sed. Draintile Tock Coat - 2357 SunnouMable 2'-MNDOT 23M SPNWB3309 Concrete Curb 12' -Class 5 Aggregate Base 24' MNDOT 3149.28 Select Granular Borrow (•See Nate 7) IN 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.05. 3. Minimum street grade 0.755. 4. 4.0' Topsail placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade camection based on the tee! rail. 8. Drortile Shull be placed along both Miens of roadway. See plate 5232 for details. �OP TYPICAL RESIDENTIAL Ih STREET SECTION RENSFD: a-14 ENGINEERING DEPARTMENT NO 5200 F4E WANE G: ENG\SPECS\SM10 1 a• CL 8' 8' 4" 12' 6' I 2' Min. 3.05 3p Sias (Lox' 4' Ditch Battam 1 1/2'-MNDOT 2360 SPWEB340B Tack Coat - 2357 2'-MNDOT 2360 SPNW330B 10' -Class 5 Aggregate Base 24' MNDOT 3149.28 Select Granular Borrow ('See Note 7) 6' Class 5 Aggregate Bose Shoulder 6' 12' NOTES 1- Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%- 3. Minimum street grade 0.755. 4. 4.0' Topsoil placed in disturbed areas. S. 2 Rolls sod behind gravel shoulder. 6. The bituminous wearing surface stall be placed the next commuction seas. following placement of the bituminous base. 7. A test Tall of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city hos the authority to require additional subgrade correction based on the tat roll. TYPICAL m'm� RURAL I�G� STREET SECTION ENGINEERING DEPARTMENT 5202 daNh sh.w NO CURB & GUTTER s0. a bus TOZ cmvr:IxN errs ,F��•h,�y n,IF ..a.wsdRc aAR °S,�i � a SF'rNm'r• B � N w.x -M Ai ROY kghl-al-W f ml was. am Nuel saes¢ ewaar .lsrn+m.. l.r rs Y •.d.N cora. rJ Tl� os Y d J ",• Myo �13 h SAwLI hNE and v0. err � sllFtls oYnxMlm rrsr awarr eco NPhAhA w u- snw u saJT YCgI NM sYE Plhapl tae W WIW Etlgp SIIHr $FGlll rtY oNOehE veaMr Mwl E ar4r m ds WOl rahw axYNnN PAgelr. aw4w�r a wnwars coo hes. ro a xsrdlm se arc. A wr�m a>2-rl.rsN Yr YOY .n FA. ews°�rnlndYSN NNI w.rrr a-rsmAxir Ynrrca Wena r hr n ora Ns.11 are N..ahmarr w AnY P.n®w r a oshN1N LJ _ zT F rmeswafNN YN dwWrr wwYmA mm NYxeF r I"I Ten soca N r aaa Rv.N • w..r a saw shxa a srxun NTS w res o •n {, CURB & GUTTER I Gown ve Na.a rN.r�ffmrwd.n B IBg`A-M-lar N v wrN.n ooh tidal -.c Exponsi. Q J (� •WO INL O tlPEINY nY0e5s N 0.nl 91ML H A Y.YN 6 2-Y Mlle M NnAWtms won r m aAss s mr aAa Expanei. Joint O slAu a I,No eco Me ase ntudwo ro 1W: wMar Alli a cxwurF J a me, me, es ir-ar.rsr�vvar�-rw awvm sae f �rrw s:rr ®urwreNNNewsm ®a�N 3L1 .: ..`•"lllr wa'BN �r.we.rwr.� r I(��-I + NTS .aA,r n.-r..,ra rr.ww e CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES IAsIFb➢1E11 Tipouf Gutters, RENsf3x fo-og DI2rIOR1MG rcTelmlEllr PLATE 0.o.: 5208 A - A -Wa[ertbw 36' 3/4' Slope pe toot fmmpbattan �6' Gass 5 base incidental to apron f4 Rebar O 6' O.C. SECTION A -A No Scale NOTES- 4ffS 1. 1/2' Preformed joint filler material - MSHTO M213. 1. 2. Contraction Joints 8' OC. in Crass Gutter. STREET INTERSECTION mQr[ 1Omm1LYa CONCRETE VALLEY GUTTER RSD` 2-10 ENGINEERING DEPARTMENT �� eco.. 5206 FRE NNIS G\)]RG\sPE6\SMIfi 1 a• CL 8' 8' 4" 12' 6' I 2' Min. 3.05 3p Sias (Lox' 4' Ditch Battam 1 1/2'-MNDOT 2360 SPWEB340B Tack Coat - 2357 2'-MNDOT 2360 SPNW330B 10' -Class 5 Aggregate Base 24' MNDOT 3149.28 Select Granular Borrow ('See Note 7) 6' Class 5 Aggregate Bose Shoulder 6' 12' NOTES 1- Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%- 3. Minimum street grade 0.755. 4. 4.0' Topsoil placed in disturbed areas. S. 2 Rolls sod behind gravel shoulder. 6. The bituminous wearing surface stall be placed the next commuction seas. following placement of the bituminous base. 7. A test Tall of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city hos the authority to require additional subgrade correction based on the tat roll. TYPICAL m'm� RURAL I�G� STREET SECTION ENGINEERING DEPARTMENT 5202 daNh sh.w NO CURB & GUTTER s0. a bus TOZ cmvr:IxN errs ,F��•h,�y n,IF ..a.wsdRc aAR °S,�i � a SF'rNm'r• NOTES 1- Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%- 3. Minimum street grade 0.755. 4. 4.0' Topsoil placed in disturbed areas. S. 2 Rolls sod behind gravel shoulder. 6. The bituminous wearing surface stall be placed the next commuction seas. following placement of the bituminous base. 7. A test Tall of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city hos the authority to require additional subgrade correction based on the tat roll. TYPICAL m'm� RURAL I�G� STREET SECTION ENGINEERING DEPARTMENT 5202 daNh sh.w NO CURB & GUTTER s0. a bus TOZ cmvr:IxN errs ,F��•h,�y n,IF ..a.wsdRc aAR °S,�i � a SF'rNm'r• B � N w.x -M Ai ROY kghl-al-W f ml was. am Nuel saes¢ ewaar .lsrn+m.. l.r rs Y •.d.N cora. rJ Tl� os Y d J ",• � oww r FIO or W- o - h SAwLI hNE and v0. err � sllFtls oYnxMlm rrsr awarr eco NPhAhA w u- snw u saJT YCgI NM sYE Plhapl tae W WIW Etlgp SIIHr $FGlll rtY oNOehE veaMr Mwl E ar4r m ds WOl rahw axYNnN PAgelr. aw4w�r a wnwars coo hes. ro a xsrdlm se arc. A wr�m a>2-rl.rsN Yr YOY .n FA. ews°�rnlndYSN NNI w.rrr a-rsmAxir Ynrrca Wena r hr n ora Ns.11 are N..ahmarr w AnY P.n®w r a oshN1N LJ _ zT F rmeswafNN YN dwWrr wwYmA mm NYxeF r I"I Ten soca N r aaa Rv.N • w..r a saw shxa a srxun NTS w res o •n {, CURB & GUTTER ISSON Awm ` Na.a rN.r�ffmrwd.n B IBg`A-M-lar N v wrN.n ooh tidal -.c �Y T� r Roue amxum. A w. ' y ._ 6 J RrnR IEwRO Y T a 0.e INL O tlPEINY nY0e5s N 0.nl 91ML H A Y.YN 6 2-Y Mlle M NnAWtms won r m aAss s mr aAa rE os rem to wv. rah .. mr mx wren w3aAman slAu a I,No eco Me ase ntudwo ro 1W: wMar Alli a cxwurF J a me, me, es ir-ar.rsr�vvar�-rw awvm DRIVEWAY ENTRANCES f �rrw s:rr ®urwreNNNewsm ®a�N 3L1 .: ..`•"lllr wa'BN �r.we.rwr.� r I(��-I + NTS .aA,r n.-r..,ra rr.ww IIP u��ffp�o1�r� CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES IAsIFb➢1E11 WITH AND WITHOUT CURBS RENsf3x fo-og DI2rIOR1MG rcTelmlEllr PLATE 0.o.: 5208 Flwf XNIE: G: C f5 5208 See City Rate No. 3107 for ripmp pocen.t Use 2 tie bolt fasters per 1poNt. Install at fi0' tram lop or bottom of pipe. ISOMETRIC NTS NOTES: I. All Reinforced Concrete Aprons shall be furnished & installed without Trash Guards - 2. NI new Reinforced Concrete Aprons an new pipe shall be tied back 3 pipe lengths back from apron. 3. Al new Reinforced Concrete Aprons an existing pipe shill be tied to the first pipe adjacent to the apron. 0 O FLARED END SECTION R -S-2-10 PLATE W.: ENGINEERING DEPARTMENT 310$ RILE NNIEG SPECS 3tR8 EXISTING BiTUMIOUS SAWCUT ALL BITUMINOUS EDGES. (M.) 2' MNDOT 2360 SPWEB440B TACK COAT 2357 2%" MNDOT 2360 SPNWB3308 12' MIN. CLASS 5, 1005 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1, SAW CUT A1. EDGES, REMOVE BITUMINOUS PATCH AREA MD ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5' BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROWING SO PATCH IS TRUE MD LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINWNE ALL PATCHES PRIOR TO APPROVAL- 7, PPROVAL 7_ MNDOT 2366011-OROINMY COMPACTION METHOD REWIRED. �11�1p1�OpPBp� TYPICAL STREET Ih PATCHING BITUMINOUS REVISED 0.-14 ENGINEERING DEPARTMENT PLATE Na:. DE NwE:G\ENc\ EIS' S2D2A 5202A 1r weI rural PA NO CURB & GUTTER g EIMY YOM WstE M"aM1Y a IF NNOWIFA NlA16 IF 3 of YN YODr AT Ro.N O Y' 6 •6rxYFD. ^ �RMR aYAarsrs Al J S� S Y m6E OF FY PAYBBIr tY SYCIr ulE FIO 6 ORw1Mr sAdi NL shRET PA" NFAS YO irgl BaVE P. .ne. Na•Nad slims aNNAeran WMr slNwr Np mn.� YN Ir ®a sllr a swffi s¢ml NN YFMI vANsarr m wlw omits sssT 9:In. 1MAld@ wNaxln ro nF con cur esus w lNN•r a 2-r OYYwNAY a , uF6 Or ruxYrxNs NIM r 6 aAH s FW MY CURB & GUTTER lr ora sTla v/L e F! so YAa mwwlr rOiY NgOF PAVPRfr F NMOOaFR NILwS e i 4 N' YAx YON N 0.nw. R a 1 9 RnY d �erw.RANIN m A.. a• Y RIpSLe IYUNW �Y S� YNa16a•r T S INL O tlPEINY nY0e5s N 0.nl 91ML H A Y.YN 6 2-Y Mlle M NnAWtms won r m aAss s mr aAa rE os rem to wv. rah .. mr mx wren w3aAman slAu a I,No eco Me ase ntudwo ro 1W: wMar Alli a cxwurF J a ase wIL sawl1 ro ... Am omm Ilr YN1TAws .. (117 IF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES 4l1 WITH AND WITHOUT CURBS f1V1sBT. 2-10 ENGINEERING DEPARTMENT PUTS Ma.: 5209 p1wE wMEG Ea szag DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DL� ��Z'�� 2// ��-w/j� o`A�ERs S�RL�o w p N SATHRE-BE RGQU I ST, INC . m ..., y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N `"� c�FRs PVp�2 t:l I Y rtcu�tt, I rvu. DETAIL SHEETS ARBOR GLEN C HAN BASS E N , �• ` FILE NO. 23605-001 TILS - DRAWN BY CHANHASSEN, MINNESOTA 10 1 1 L TILS CHECKED BY TILS DATE NATHAN R. HERMAN, P.E. Date: O S_ S Lic. No. 26147 05/05104 w > VARIABLE iZal D. a a r HYDRANT VALVE BOX 4(SEE ' .AY 2' 3' 2.5' Min. CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6' THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRNEW'AY CROSSING. 3. JOINT SPACING AT 5' INTERIMS. EXPANSION JOINT SPACING AT 100• INTERVALS AND 1tWHEN ABUTTING EXISTING CONCRETE OR STRUCTURE �qa��ffI1�ff�•p� CONCRETE m mlAGll SIDEWALK 13vi 1-10 PIXIE NO.: ENGINEERING DEPARTMENT 1 5214 FILE WJIEO: SPE(5 52ta 6' x 24' or 30" or 36' Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7Upper GaiYanizetl Steel Sign Post 2 3/8" O.D. al (2) 5/16' K 1' a Galvanized Steel d n Post Bolts - Pipe 12 Guage d Tamperproof r a with Washers �C m 2' Nin Curb I c 318. 7' AnchorAnchor Plate � st- e I riven Typical Street Typical Traffic Sign Installation Sign Installation 4- TFT BON Post With Syn to Post in Concrete Post Expansion Joint Material 4 Sides Full Depth r �uu Typical Sign Installation In Concrete Median Anchor Plate Detail NOTES: 1. For Boull Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or Marc of Surface Argo and 36" or Larger in Size, Must b, Mounted with Two Separate Polls. 4. For Private Streets, Signs Shall be the Same as Above. Except Lettering to be, White on Blue Background. WIN STREET AND �� TRAFFIC SIGN INSTALLATION Rol 1-10 ENGINEERING DEPARTMENT MATE 5217 RLE NVIEG\ENG\SPE6\5217 TB>S. 1`112-0882 HMDWYE PAEKA(£ R UD6 S (4) 1•N• DKV, GAPMAGE BOLTS FALL THREAD& 0 (4) RgMO FLAT WASHERS (5) 1• MI15 (4) NN9A5. 1E rx R ({) Y. S.(• TAPR➢ REi.WXG wA9FR e75 To IY DIA BOLT diCTE (4) NOTCHES IN SHAFT To A L°W BOLT HEIR N CLEARANCE 25. H. 1. Fuel HOT OP GALVANIZE M ASTMl (LATEST RE SIGN. eHOLE CEN EA I£ PERPEIDIWM n 91KT AMT (m 1') Alp HOLE INN 1 2 I cGN�RS I (NUFA) IA SHIFT ABS. 3. STnuCL YW 1/R N. ILTIRtS YNXFACIUER'T Ma6FD AIFH DKVNY2IRG 4. PEor Ab" NU SHIFT MMES ro Bc LYlICEITBBC (4/_ 9.66' DIA. .126 FM) AND N r P (4/- 27. m 5. PLANE T. SLOT F4WPF. H 1. THE CLEAN R. B. PREIHAT, UX AND PLO HN IT GIN __ WELDED CADENT 7 R -A TE HEux /Jlp PILOT PORIr a NL )YA AREAS T. FUMED 3 Y- IMUDW DE& mea°' i (1) (2) NOT TO sS M DLn YLON tKYMK 9YFAfl XML (2) PEAKS qR PIX SU YREGI Ula NOT TO EXCEED 1/3Y HELIX How _ SURFA 91Ri/Jf LELEL qR MIENSECRMs ar HELIX & A SIMRA_S G NL Y MEETING IS ro ff TEDD. UNUSED AND BILL WADEABLE YTAMG 1HE J AW -(C ST£CBlWMH) /Sn AreMew To IAAsi STMIc1U1K sTEF1 (f.CIFLx1Y ro AA91ro TECH. BVL 12TQ) � 9(AFjI ASM: X252 UTETT 1£YSYN) GRNE 2 $TER TWE PLT YAIEIbII ASHY ALL RIDIK SECTIONS HGHIK AS.Y DAMST TENSION) 71l OR & GADE B TSTEEL OR ASTI TEST o A%5 4I- S GRADEB ESIMN.NRAL STEELGl I11G REMISSION) 5 ) L uln A8 As36-(uT6T Missal HOT RIED L MOT PONT. ASTM A575 -(LATEST REVISION) SHED. 9i PRGH BM. mb CMR BOLT PER ANSI B16B.1, 845 JKT T GUIDE -5. 1 10. BASEPLATE IS PERYNIFI TLY STAfm Yn KL AL Se,ageS Hass, MAMI'ACTUER'S RIITIFMATIDM 'All M 1/2 LETTERS AND TO AIDS 4/_ X DAM CLE IN 1/4L LETTTIS N. HARDwME SHOULD BE PACKAGED IN GK3MM BAND ATTACHED M FOUNDATON HEL% MIST BE FINYED BY MATCHING METAL - RECOMMENDEDTONGUGREATER E: ND EATER 18.000 FT. I.S. (SME MEW OF TRITE HEUCAL MAN) C"OP ASSEMBLY LIGHTING 1Ip��p��pp� 4m1m11m BASE DETAIL RCMSED: 2-0e ENGINEERING DEPARTMENT MATE Ra.. 5241 FIE HWEG SPECS 5241 Pedestrian Curb Ramps Page Hof 5 REMsm 3 14 ENGINEERING DEPARTMENT MAR 5215 FlEE NNIS G\U!G\SEGS\52f5 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12' X 18' FIRE 2. RED ON MITE IS PROFFERED. LANE 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PROFFERED. 4. WORDING SHALL BE NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE UNE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE UNE. 6. ALL SCANS SHAD_ BE DOUBLE SIDED i FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET HACK A 'n MINIMUM OF 24' BUT NOT MORE THAN 36' FROM THE BACK OF CURB. 8. A FIRE UNE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PWT, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. �4�I1I11I�V�I FIRE LANE 111 SIGNAGE REVISED : 1-10 ENGINEERING DEPARTMENT 5218 HUT: NWe c\FNG\9'ECS\s21e 8'-0 2'-0" 1 4'-0' 2'-0' 1/2'x6" GalVanized Botts Bh Cut Washers (Carriage, He.. al Sq.) 7-1/2" V-3 1/4- V-3 /4"1'-3 1 /4" a I Nominol 2-- 1 1 1-0 MIN. Gro de Lumps E EM. Ground m APPROX. n 2'-B Treated Wood! Posta 8'-0' No. 2 Grade Lumber or better NOIE The borticode board face Surfaces shall be fully reflectonzed in alternate silver -white and red striping, using a reflective sheaf conforming to the requirements of Mnl Spec. 3352.2A2o, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to Ml spec 3513, followed by a second coot of white point conforming to MnDot spec. 3531 applied only to the Surfaces not covered With reflective sheeting. The barricade boards shall be completely Painted and reflectorized sheeting applied before bring installed on the posts. The barricade shall be placed 10'-0" from and of bituminous road, barricades to be centered on the roadway, to be facing traFc Now. Bartfcades to be installed in accordance With the Minnesota Manual on Uniform Trafic Control Devices �Q�Ii,OQP� TYPICAL 1 BARRICADE RPASIED 1-10 ENGINEERING DEPARTMENT PLATE Ml 5244 FRE NNIS G \SPECS\5244 �1 A e 1!l.IR :til III�gM pp�`�� 1pps�j3sj3��p7�Pe�1 �1�♦, 0 41IIIIrRiP1 Al v3 o ! e o el I �I!Is r IES 4"! Il �SIs e 9 B e �•-€l YES P bi is I !,pp E1.�fv 4g4 fie I some m ease o B Boo Pedestrian Curb Ramps Page 2 of 5 REMSED. 3-14 ENGINEERING DEPARTMENT I": UNT N: 5215A fYf NWEG SPEcs 5215A -10' - IN. mw TND UNGn GRITEARA BELOW i=HEEEE AGGREGATE BASE SILT FENCE, PREASSEMBLEDQt Q VARIABLE . SLOPE (NAGE MAx aTIGM 1 IIS' ��1 � t• a• � LETS THAN a top FEET ►4��i n n `ii=u n u -u n lig 2 - i z 75 FTET a 5 -tet 5° FEET MNWT SELECT GRANULAR BORROW � r - 20 : 25 FEET COURSE FILTER AGGREGATE Lr PENCE PFR YNBOr SPEM soGRCE i GREATER THAN 201 15 FEET MNDOT 3149.214 12' DEEP mo w LOCATION OF SILT FENCE S IPk of I w { 2 M,uvrn,rn fnn4E,uliy Arae t Moe Page 4 of 5 Il �I ALAE No.. 5215C FILL WYE G\ERG\SPECS\STI5C Vt OESIRLE LE SAT RNCE NEW RE OF 61 - SLOPE OUTSIDE CE WH&YUCDGH UNITS IMF II Y avu Y mrcnnwr mom We 1mFee LOCATION OF SILT FENCE crw rwiwn FOR PEREMITER CONTROL I�ll� I IS x mN•r. •sroura .,.0 saxT a�rs.w weeesW SILT mase a aNr:wEY FENCE REUSED: 3-12 ENGINEERING DEPARTMENT PIA_ rB.. 5300 FIE WMEG was 5 m DRAIN CONNECTION Pedestrian Curb Ramps Page Hof 5 REMsm 3 14 ENGINEERING DEPARTMENT MAR 5215 FlEE NNIS G\U!G\SEGS\52f5 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12' X 18' FIRE 2. RED ON MITE IS PROFFERED. LANE 3. 3M OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PROFFERED. 4. WORDING SHALL BE NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE UNE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE UNE. 6. ALL SCANS SHAD_ BE DOUBLE SIDED i FACING THE DIRECTION OF TRAVEL. 7. POST SHALL BE SET HACK A 'n MINIMUM OF 24' BUT NOT MORE THAN 36' FROM THE BACK OF CURB. 8. A FIRE UNE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. CURB CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PWT, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. �4�I1I11I�V�I FIRE LANE 111 SIGNAGE REVISED : 1-10 ENGINEERING DEPARTMENT 5218 HUT: NWe c\FNG\9'ECS\s21e 8'-0 2'-0" 1 4'-0' 2'-0' 1/2'x6" GalVanized Botts Bh Cut Washers (Carriage, He.. al Sq.) 7-1/2" V-3 1/4- V-3 /4"1'-3 1 /4" a I Nominol 2-- 1 1 1-0 MIN. Gro de Lumps E EM. Ground m APPROX. n 2'-B Treated Wood! Posta 8'-0' No. 2 Grade Lumber or better NOIE The borticode board face Surfaces shall be fully reflectonzed in alternate silver -white and red striping, using a reflective sheaf conforming to the requirements of Mnl Spec. 3352.2A2o, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to Ml spec 3513, followed by a second coot of white point conforming to MnDot spec. 3531 applied only to the Surfaces not covered With reflective sheeting. The barricade boards shall be completely Painted and reflectorized sheeting applied before bring installed on the posts. The barricade shall be placed 10'-0" from and of bituminous road, barricades to be centered on the roadway, to be facing traFc Now. Bartfcades to be installed in accordance With the Minnesota Manual on Uniform Trafic Control Devices �Q�Ii,OQP� TYPICAL 1 BARRICADE RPASIED 1-10 ENGINEERING DEPARTMENT PLATE Ml 5244 FRE NNIS G \SPECS\5244 �1 A e 1!l.IR :til III�gM pp�`�� 1pps�j3sj3��p7�Pe�1 �1�♦, 0 41IIIIrRiP1 Al v3 o ! e o el I �I!Is r IES 4"! Il �SIs e 9 B e �•-€l YES P bi is I !,pp E1.�fv 4g4 fie I some m ease o B Boo Pedestrian Curb Ramps Page 2 of 5 REMSED. 3-14 ENGINEERING DEPARTMENT I": UNT N: 5215A fYf NWEG SPEcs 5215A -10' - IN. mw TND UNGn GRITEARA BELOW i=HEEEE AGGREGATE BASE SILT FENCE, PREASSEMBLEDQt Q VARIABLE . SLOPE (NAGE MAx aTIGM 1 IIS' ��1 � t• a• � LETS THAN a top FEET ►4��i n n `ii=u n u -u n lig 2 - i z 75 FTET a 5 -tet 5° FEET MNWT SELECT GRANULAR BORROW � r - 20 : 25 FEET COURSE FILTER AGGREGATE Lr PENCE PFR YNBOr SPEM soGRCE i GREATER THAN 201 15 FEET MNDOT 3149.214 12' DEEP mo w LOCATION OF SILT FENCE S n w FOR SEDIMENT CONTROL ..r Tn nRA1N 2 M,uvrn,rn fnn4E,uliy Arae t Moe Page 4 of 5 CUY SUB -GRADE 4' PERFORATED PIPE March CLAY SUB -GRADE GEOTEXRLE WRAP (3733, TYPE 1) FOR PIPE PLACEMEN TRENCH DETAIL Perforated PVC 6" CONIC. e GROAT OLLAR PIPE DETAIL ARDufIO NOTEPIPE 1. CLLEEMOUTS REWIRED AT 300' INTERVALS & ALL ENDING POINTS 2. SWNG TIES TO BE SHOWN ON AS -GUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES 3, OPENINGS IN STRUCTURE FOR DRAINTILE TO '_....:.`•.::' •..^".•. BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOILSUBCUT IS NECESSARY. MIN 4" SUB -SURFACE DRAINTILE REMSEil 3-14 ENGINEERING DEPARTMENT NAE no, 5232 HILL HNIEG a slccs Sue 5 Fr. III. LENGTH STEEL POST AT 6 FT. MAIL SPMH s FI. YN IFNCM ONG Posr AT 8 FE YAC mMM6gran1E EMETIC w RASH, GE 2P TES /36 'NCE w.L51C ]i 1Ys (so in lame) ro LL LaGRn N RP 6" Iff IEaTN I�jpT a. 1 Al (77�AcTOWl ZONEFLOW FLOW 5 -Ln 24 M�tY•sualYyM bu SILT FENCE, MACHINE SUCEDQ® SILT FENCE. MAW DUTYM 5 Fr. LIN. LENGTH STEEL. POST GEOTESTRE FARC AT 6 FT. MAX. SPACING 36" WIDE srAMEs FAYANCHORAGE CHORAGE TIENa1. BAa51LL �Yn PED TAMNATURAL SCL N d W FLOW z.$Lr FR FENCE To BE ACED 3m a aN CIXIRAR SEE &OPE/QUOE - IN. mw TND UNGn GRITEARA BELOW SEE BELOW _-_ g'otE SILT FENCE, PREASSEMBLEDQt Q VARIABLE . SLOPE (NAGE MAx aTIGM 1 IIS' ��1 � t• a• � LETS THAN a top FEET ►4��i n n `ii=u n u -u n lig 2 - i z 75 FTET N.1.L way. weY 5 -tet 5° FEET ova 19- Ifd=10 am as.Sma - 20 : 25 FEET wnwrrl .o(wswe,..AWO Lr PENCE PFR YNBOr SPEM soGRCE Q° .msROY Ma.wlwNnar.aewrwoarx,l7•'xr Nal. GREATER THAN 201 15 FEET ON PIPE SPECS. 2573 & 31566. 2' MINIMUM �' LOCATION OF SILT FENCE S To Proton, Nov From Ant Fmw weal FOR SEDIMENT CONTROL Pedestrian Curb Ramps 2 M,uvrn,rn fnn4E,uliy Arae t Moe Page 4 of 5 REYISEID 3-14 ENGINEERING DEPARTMENT ALAE No.. 5215C FILL WYE G\ERG\SPECS\STI5C Vt OESIRLE LE SAT RNCE NEW RE OF 61 - SLOPE OUTSIDE CE WH&YUCDGH UNITS DETAIL avu Y mrcnnwr mom We 1mFee LOCATION OF SILT FENCE crw rwiwn FOR PEREMITER CONTROL I�ll� IS x mN•r. •sroura .,.0 saxT a�rs.w weeesW SILT mase a aNr:wEY FENCE REUSED: 3-12 ENGINEERING DEPARTMENT PIA_ rB.. 5300 FIE WMEG was 5 m DRAIN CONNECTION Mff I Pedestrian Curb Ramps g Page 3 of 5 IeVtgn 3-14 ENGINEERING DEPARTMENT MAre Na.. 52158 FIE Kiwi ENG 'PECS\52158 r^ 3 Topsoil Y r� AGGREGATE %%Sf•- COURSE FILTER AGGREGATE .. �iMNDOT 3149.211 ar PIPE GEOTEMUE WRAP (3733, TYPE I� ♦r iia u,�i DETAILTRENCH PERFORATED PJC GROUT 6" CONC. MOLT D COLLAR PIPE PIPE DETAIL 1. NOTES REWIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL ORAINRLES. 3. OPENINGS IN STRUT FDR DRAINTILE TO BE FABRICATED OR CORE DRILLED. W19 ALTERNATE 4" SUB -SURFACE DRAINTILE REVISED}14ENGINEERING DEPARTMENT MALE Na. 5233 nLL NMEG VEHola sz33 JC "Of J) 1"-2' CLEAN CRUSHED ROC( 6-MINDEPTH FOR Rl f6p• 1 1 / •�• 1 •I1•I` 18" MINIMUM CUT OFF :ORM TO MINIMIZE RUNOFF MOM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION 1HRWGH ROC(. 11••fIID ROCK CONSTRUCTION ENTRANCE sMSED. 1-10 ENGINEERING DEPARTMENT I PUTE No.: 5301 FIRE NNIS G\OIG\SPECS\53I • i � ( it SEE BELOW _-_ MITI =n T`IN 1� _= - . 1- 'm • 1 IIS' ��1 � t• a• � �� ►4��i n n `ii=u n u -u n lig AW e..L.,..•_... N.1.L way. weY FOUNDATION ova 19- MINIMUM am as.Sma wnwrrl .o(wswe,..AWO TRENCH DETAIL Q° .msROY Ma.wlwNnar.aewrwoarx,l7•'xr Nal. ON PIPE 2' MINIMUM �' I k PCV S SPACING weal QROp Pedestrian Curb Ramps - • - Page 4 of 5 REYISEID 3-14 ENGINEERING DEPARTMENT ALAE No.. 5215C FILL WYE G\ERG\SPECS\STI5C • i � I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. 2��tll//��/%'� SEE BELOW _-_ MITI =n T`IN 1� _= - . 1- 'm • 1 IIS' ��1 � t• a• � �� ►4��i n n `ii=u n u -u n lig AW e..L.,..•_... N.1.L way. weY FOUNDATION ova 19- MINIMUM am as.Sma wnwrrl .o(wswe,..AWO TRENCH DETAIL Q° .msROY Ma.wlwNnar.aewrwoarx,l7•'xr Nal. ON PIPE 2' MINIMUM �' I k PCV �M91aNH nv'M I�ie aam�im rvmYM�mE NB aN x w W Twit rryYl a'Wtl SPACING lFKRu r1f1TE<� w �i r ar¢w'mmwnL mrwvaa ao-srwr w mrtv ml =n=n=u=n-n=lr=n. 41� a - • - W -WIT PILASTIC; PIPE eseser 40'AY cFML SNEr..tgYf3. Y..1Y aLIFAL =j -11 •L•I� Iit�Y =1 � � I-11= X11=11 .III 111 Ter xw was w wsrnunw ra 1rc nsT. rrY1x¢ rmNxL E AY Nlp®H aN lE nI11Y® xSP. WNESIIAIIE l,11 ` • • owM DETAIL avu Y mrcnnwr mom We 1mFee crw rwiwn twar• •xW Y,-1B�r PCAs r swMT a®� vLV'L wAAa IS x mN•r. •sroura .,.0 saxT a�rs.w weeesW f mase a aNr:wEY •ewAa.. w1e wmw atom Ar oast •B•• TYPICAL SUMP PUMP DRAIN CONNECTION 1' DIAMETER ROCK FILTER NOTE: SILT FENCE PER MNDOT SPECIFICATIONS, SOURCE MACHINE SLICED WOVEN MONOFILAMENT, 36' `MDI FASTENED TO STEEL T-1 WITH 3 (50LB) TENSILE STRENGTH PLASTIC LP TIES PER TPOST.(MACHINEal RUNOF• r e.: FILTEROD WATER SECTION A -A OFFROAD CATCHBASIN I' li .117FILTER BARRIER r WITH Pedestrian Curb Ramps Page 5 of 5 uMGD. r14 ENGINEERING DEPARTMENT xo.. 5215D ELLE NNIEG\ENG\SPECS\1z 51) MODEL#CG23 K FILTER A CURB BOX W HIGH-FLOW FABRIC W NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CATCH BASIN 11�1m1L1•e SEDIMENT TRAP M.Fl E:G\ENc\SPECS\.,n,A ENGINEERING DEPARTMENT I MATE HD 5302A VARIABLE u 0 n MINIMUM 11' 12' VARIES �� 10 1 2' PER R. SLOPE T D ROMWAY CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWED340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER A 11.SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3" OF TOPSOIL MIO RE VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUM REQUIREMENTS, ADDITIONAL DESIGN MAY BE REWIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSURABLE SOILS. NO WASTE MATFRA., BLACK DIR. OR ORGANIC SOILS ALLOWED. �11�1119•p� BITUMINOUS 1Nm10M•C11 TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT MATE No.. FILE NOWE G\ENs\SPECS\5216 5216 SEDIMENT TRAP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. 2��tll//��/%'� SEE BELOW _-_ STREET Loin m1w mwmwe Nc IT w® /NI YOWr FILE NO. 23605-001 INDERGROUND EXISTING MP DISCHARGE BRAIN Qi AW wVUY wall aw®,uwrlurLzar•.VI. UrSuwL AW e..L.,..•_... N.1.L way. weY FOUNDATION ova 19- MINIMUM am as.Sma wnwrrl .o(wswe,..AWO P06ITIVE SLOPE Q° .msROY Ma.wlwNnar.aewrwoarx,l7•'xr Nal. ON PIPE 2' MINIMUM �' I k PCV �M91aNH nv'M I�ie aam�im rvmYM�mE NB aN x w W Twit rryYl a'Wtl SPACING lFKRu r1f1TE<� w �i r ar¢w'mmwnL mrwvaa ao-srwr w mrtv ml 41� a BEND rasa .moo. waum PILASTIC; PIPE eseser 40'AY cFML SNEr..tgYf3. Y..1Y aLIFAL I'HOUSE Ter xw was w wsrnunw ra 1rc nsT. rrY1x¢ rmNxL E AY Nlp®H aN lE nI11Y® xSP. WNESIIAIIE l,11 ` • • owM DETAIL avu Y mrcnnwr mom We 1mFee crw rwiwn twar• •xW Y,-1B�r PCAs r swMT a®� vLV'L wAAa MODEL#CG23 K FILTER A CURB BOX W HIGH-FLOW FABRIC W NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CATCH BASIN 11�1m1L1•e SEDIMENT TRAP M.Fl E:G\ENc\SPECS\.,n,A ENGINEERING DEPARTMENT I MATE HD 5302A VARIABLE u 0 n MINIMUM 11' 12' VARIES �� 10 1 2' PER R. SLOPE T D ROMWAY CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWED340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER A 11.SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3" OF TOPSOIL MIO RE VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUM REQUIREMENTS, ADDITIONAL DESIGN MAY BE REWIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSURABLE SOILS. NO WASTE MATFRA., BLACK DIR. OR ORGANIC SOILS ALLOWED. �11�1119•p� BITUMINOUS 1Nm10M•C11 TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT MATE No.. FILE NOWE G\ENs\SPECS\5216 5216 SEDIMENT TRAP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. 2��tll//��/%'� u• sa-ro-r�m-ri) L1r..rrnxm in axxuN lulrw u MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., Loin m1w mwmwe Nc IT w® /NI YOWr FILE NO. 23605-001 ESS BROS., CORCORAN, MN. OR EQUAL - SPECIFICATIONS AND STANDARDS DESIGN (DADS Qi AW wVUY wall aw®,uwrlurLzar•.VI. UrSuwL AW e..L.,..•_... N.1.L way. weY AA ova 19- iwWLmpw¢ am as.Sma wnwrrl .o(wswe,..AWO sN w • 11 well MODEL#CG23 K FILTER A CURB BOX W HIGH-FLOW FABRIC W NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. CATCH BASIN 11�1m1L1•e SEDIMENT TRAP M.Fl E:G\ENc\SPECS\.,n,A ENGINEERING DEPARTMENT I MATE HD 5302A VARIABLE u 0 n MINIMUM 11' 12' VARIES �� 10 1 2' PER R. SLOPE T D ROMWAY CURB TOPSOIL TYPICAL 3" MNDOT 2360 SPWED340B 6" CLASS 5 BASE COMPACTED SUBGRADE PER SOIL ENGINEER A 11.SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3" OF TOPSOIL MIO RE VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DETAIL / SPECIFICATIONS ARE MINIMUM REQUIREMENTS, ADDITIONAL DESIGN MAY BE REWIRED DEPENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSURABLE SOILS. NO WASTE MATFRA., BLACK DIR. OR ORGANIC SOILS ALLOWED. �11�1119•p� BITUMINOUS 1Nm10M•C11 TRAIL REVISED. 4-14 ENGINEERING DEPARTMENT MATE No.. FILE NOWE G\ENs\SPECS\5216 5216 M11 ff LIGHTING I�llall POLE REMSE➢: z-aB PurE FllE WYeG sPEcs sz4a ENGINEERING DEPARTMENT5240 WOODEN LATH SHALL BE NAILED SECURELY TO ME POST MEMBER TO SECURE FILTER FABRIC. 2' X 4" X 3' LONG WOOD POSTS• 8 REQ'D. NOTES - CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT MOUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18' MINIMUM MOVE EXISRNG GRADE 2" X 4' HORIZONTAL MEMBERS CONTINUOUS MOUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-1613 COMMON NAILS MONOFILAMENT G'EOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 2" WA9ED ROCK V DEEP X 2' WIDE ffff 9 1 SILT BOX SEDIMENT TRAP sMsrm 1-10 ENGINEERING DEPARTMENT RATE No. HILL NUHEG\Exc\SPECT\s]OZA 5302G DESIGNER NO. BY DATE REVISIONS LL NOTES - TWE R LOYNYRB Q GETFAtw.. a u1w uar Wal I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. 2��tll//��/%'� u• sa-ro-r�m-ri) L1r..rrnxm in axxuN lulrw u LA I Y VHUJtL;1 NV. Loin m1w mwmwe Nc IT w® /NI YOWr FILE NO. 23605-001 as l-�QQwlsmrl�laalwm - rl'"ri. raa 2m wr PAN CHAN HASSEN, MINNESOTA Qi AW wVUY wall aw®,uwrlurLzar•.VI. UrSuwL DLS CHECKED BY Q3 �mA �MWL E CQIFN Ylf-GTFINf. 5a1xE TMFI® alta DATE s,•.s w.a w WNwn m1w. �s�. I 1 1 '' ©n•Imvas w.r-,m 1w LOWTnAtE OS uxw mnoxo °.SE 9uLL Y 1v[yl Y SYL a Q° .msROY Ma.wlwNnar.aewrwoarx,l7•'xr Nal. OT nYwL.wwwA •a -lac Q• FLIi•Iw YA♦ m 1Y ur•re wYt vlao rwY lY -a a•Ts x re roc a It SANTA 1XAW 4AIMW S M fV4S 9111.ME �M91aNH nv'M I�ie aam�im rvmYM�mE NB aN x w W Twit rryYl a'Wtl lFKRu r1f1TE<� w �i r ar¢w'mmwnL mrwvaa ao-srwr w mrtv ml a a wrvrwrs,OAuoW mt�-amatrnr rasa .moo. waum eseser 40'AY cFML SNEr..tgYf3. Y..1Y aLIFAL �1m a sY w•Mst aLVL eL trRrLlBI N• N♦wdm FY Ter xw was w wsrnunw ra 1rc nsT. rrY1x¢ rmNxL E AY Nlp®H aN lE nI11Y® xSP. WNESIIAIIE Lwa wa rRN Wm saYeWL R M TC. Well yqN p tV pWFL m wld oMlww 1. GLIB•• raw. .. 1w.oar •rc avu Y mrcnnwr mom We 1mFee crw rwiwn twar• •xW Y,-1B�r PCAs r swMT a®� vLV'L wAAa IS x mN•r. •sroura .,.0 saxT a�rs.w weeesW mase a aNr:wEY •ewAa.. w1e wmw atom Ar oast •B•• w£ (was sA - bYTWY) M11 ff LIGHTING I�llall POLE REMSE➢: z-aB PurE FllE WYeG sPEcs sz4a ENGINEERING DEPARTMENT5240 WOODEN LATH SHALL BE NAILED SECURELY TO ME POST MEMBER TO SECURE FILTER FABRIC. 2' X 4" X 3' LONG WOOD POSTS• 8 REQ'D. NOTES - CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT MOUND THE INLET STRUCTURE WITH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18' MINIMUM MOVE EXISRNG GRADE 2" X 4' HORIZONTAL MEMBERS CONTINUOUS MOUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-1613 COMMON NAILS MONOFILAMENT G'EOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 2" WA9ED ROCK V DEEP X 2' WIDE ffff 9 1 SILT BOX SEDIMENT TRAP sMsrm 1-10 ENGINEERING DEPARTMENT RATE No. HILL NUHEG\Exc\SPECT\s]OZA 5302G DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA. 2��tll//��/%'� �lEERS S(yR`�a p wf::1D SATHRE-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)4766000 m y �' �� IVFRs 901 LA I Y VHUJtL;1 NV. DETAIL SHEETS ARBOR GLEN C HAN BASS E N , MN FILE NO. 23605-001 DLS - DRAWN BY CHAN HASSEN, MINNESOTA 11 12 DLS CHECKED BY TILS DATE NATHAN R. HERMAN, P.E. Date: O S S Lie. No. 26147 05/05/04 L ROCK WEEPER 6-12' MNDOT TYPE 9 MULCH 10 y (Or WASHED ROCK) W(FT.)- 10 X DRAINAGE ANCHORED IN 6' X 6' TRENCHIf Zt.S NIH 6'. 11 GAUGE METAL WASHED ROCK) DIRECTION OF 1 w �. mwsoK SURFACE ROW EDAM. WITH LUNG TYPE IV GEOTEXIILE FABRIC aw ANCHIORED IN 6' X 6' TRENCH E ANGL SI THE WATTLE DEGREE ANGLE WITH 6', 11 GAUGE METAL STAPLE DOWNSTREAM ZTPE STAPLES AT 1' INTERVALS SDE OF FABRIC AT 2' INTERVALS p 9 MULCH s wv s I SIDEWALK SECTION ;-., s TYPICALULRSE _7f WITHHINNMTCTION CORNER � � �� To (1 IF WASHED ROCK) 11118E WEEPER STAPLE DOWNSTREAM fi-12' SIDE OF FABRIC AT 2' 1 I INTERVALS DIRECTION OF suer mveoe SURFACE ROW 10 y TWE IV GEOTEXTILE FABRICf6!� W(FT.)- 10 X DRAINAGE ANCHORED IN 6' X 6' TRENCHIf DOT TYPE 9 MULCH NIH 6'. 11 GAUGE METAL WASHED ROCK) STAPLES AT 1' INTERVALS LGEOTEXnLE DATE EDAM. WITH LUNG L—IR GRO1N0 AT T IND POSTS DRIVEN 4" INTO 21' N NOTE. E ANGL SI THE WATTLE DEGREE ANGLE SPAGNG= HEIGHT IN FEET X 100 ( ) 1' O.L. ALONG ENRRE WATnE LENGTH ENTIRE WA SLOPE GRADIENT �Ely � WEEPER DITCH CHECK 4m10�10a DITCH CHECK WITH WATTLE RENSED: ria RALE W: enc Nwe¢ \s1AEcs\.,oral ENGINEERING DEPARTMENT 5302H wen . ern KpR„nJ T ti., R.v.- K.mrJ xol mheeMNaAn 0 NsssAaAw p PEDESTRIM ACCESS ROUTE ORS 6 GUTTER DETAIL TOO 0-0 se. 'weews Iw PAVEMENT TREATMENT OPTIONS N FRONT OF cum W GUTTER 10116E as . Asw wT161T5 A I- V TO 3' WASHED ROCK IA s DRAINAGE WAY _ _ 3 L - 2W 5' MIN. Il. SECTION A -A NOTE- 0=3' MIN, 5' MAX DIRECTION OF W=10' MIN, 25' MAX SURFACE FLOW W(FT.)- 10 X DRAINAGE 11 AREA (AC.) 5 IN. IT LGEOTEXnLE DATE FABRIC L—IR MIN. REVERSE GRADIENT III. TRAP 011TLEf NOTES: W 2' TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. DESIGN VOLUME IS A MINIMUM OF 1600 CUBIC T(� FEET PER ACRE OF W CONTRIBUTING DRAINAGE AREA. QPIIf TEMPORARY SEDIMENT TRAP 2.5 ACRES OR LESS REVTSE4. 2-10 ENGINEERING DEPARTMENT PLATE 53021 ss rw �a won GIB AUDI GUTTER REINFORCEMENT ra uM a aw lav wTvns waun/Q4 OI`w�ien` E`i w" Arai ,s,rr am,nw harts r, . k u aw. a. a mew w p m.a65 TO wa""'Oano'�.rlallwn w`0,.'e.'— ua _ ®� a..ai mra,w,rs awls ,xw vb p wlo mniLm Rnw'wrLs .A wm..ammn pwuw w� wmni —P w men z -».. u•Lw Io.emwr PEDESTRLW CURB RNP DETAR-S� 8-6-2014 STANDARD PLAN 5-297.250 1 3 OF 5 SVIw[Xr bYII NMl91r iA».Q u {�y5ayRa To IPh-WANE WRME O wu wnwa RETAINED O- �Las� r.4 AI[ was nnEs TYPICAL SIDE TREATMENT OPTIONS 0 ylP�` Where the flow of water is sheeting, place sod .110ps perpendicular to the direction of Water flow. SHINGLING SOD RA yAP� Whwe the flow of water is concentrated, place sod stip. 'ordid to he direction of of OVERLAPPING SOD otw flow. NOTE Although pegging an sod is not specificolly re4uisd it is understood that the contractor will be responsible for he successful estobli.bment of the sod including repot or replacement of sod which becomes displaced or damaged due to lack of protection or proper coorpep �W,mil ,V�i SOD 1 PLACEMENT AEwsm: 1-10 ENGINEERING DEPARTMENT D� � ¢ � ,„• 5303 DETECTABLE EDGE WITH CUN AND GUTTER p APPROACH MDSE DETAIL ca IIOW6IR/II seE w TA/riA 0-011 DESIGNER NO. BY DATE KLVISIUNS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY DLS DRAWN BY ern roma DLS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE DLS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 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